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063-250-041
x 063-250-041 PERMIT#96-2133 JOHNSON, Phil & Dennis 111i`iBlackberry Rd.,Forest Ranch New Pri Dqt Gar'pge/Shy �/ Ana o 063-250-041 99-2721 JOHNSON, PIRL 14548 BLACKBERRY RD., F.R. CONTR: OWNER NEW S.F. 063-250-041 01-0880 JOHNSON, PHIL 14548 BLACKBERRY RD.,FOREST RANCH CONTR: OWNER -' -5-01-02 IST RENEWL BP# 9b21 ®�325�•0�l NOTES RESIDENTIAL 063-250-041 -, 01-0880 JOHNSON, PHIL b { J 14548 BLACKBERRY RD:,FOREST RANCF j CONTR: OWNER 4 ( 1ST RENEWL BP# 99-2721 VC N3� F- �I SPECIAL CONDITIONS . CHECKED BY SRA • :.t FLOOD CERTIFICATE REQ. 7< FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS V VERIFY ` USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER a - J" �o _I 1 UFFIC COPY SAddress if GAS Meter By Dat ELECTRIC Meter By Date 'r ► a' JOB FINALED (Date) `' Signature ,/ = OK 0 = Noftl< - = Not Applicable = Not Ready FRAMING (Continued) RESIDENTIAL (S Date 47. Underfloor (Plans) OK except #'s a 1. Zoning -Setbacks -Easements -Flood -Slope ttic Access; Size & Rome rotection-Draft Stop -Ins. Baff 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth 51. 4. 5. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Fig. Depth Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth Stemwalls, Main; Ste eI-Blockouts- Wrapped Property Line Firewall & Openings 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Hold Downs and Speci Anchors Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 7. Slab, Steel -Wrapped 57. 8. Piers -Fireplace Ftg.-Steel Glazing Area -Glass Prot en -Skylights -Plastic 9. D.W.V.; Fall- Fitting -Test -2 Way C/O -Sewer Test 60.a 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Insulation -Walls -Ceilings 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Ple s & Ducts; Clearance -Material -Support -Ins. t irders-Sills-Anchor Bolts•Joists-Vents-Crippies 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 #'s 17. ater Htr.; Vent-Access-P'mbustion Air Baffle .Water Pipe; Test &-Anc r•Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Prot ion 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Ele . Receptacles Spacing -Lights & Swit hes at Doors 25.LAze Boxes & No. of Conductors Stapl 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes C) No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing • tingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. gling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting.-Rfng. a F' -place Ties or Type A Flue- F eplace Throat Clearance ttic Access; Size & Rome rotection-Draft Stop -Ins. Baff 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 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 Prot en -Skylights -Plastic 59. Shear Walls; N g -Bolts 'L-7 Z 60.a Int erior Wall Panel �'riir 't2QG [Pj4wl ,3,/,L_/ Insulation -Walls -Ceilings 62, Infiltration -Walls -Windows Date U ldard B-1 Date Card B-1 Date Card B- Date Card B-1 Date FINAL (Plans.) -OK except ' j 01.01rnace�y-c arance-Comb.Air-Connector- �® Ir kae:Above Floor-Ducts-Mech. Protection 90FI. & Bath Fixtuse5-& Tub�pa Elec. 10C& Sub pan real zes & Labels us & Rai i Z' eo r�repi a or stpve, cies •nWrtn ec. Outlets ai Wo nel, Int. & Ext. 72 . Fixt. & Appliance; Gr u "r Gap-Cooktfl! learance 7 . utlets & Rece it. Co r 7 ng- anding-Closure 75-. ct in ge-Damper"" 7 tr. Htr s- learance-Comb. Air Connect in Garage Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location 78. lor._Reeeotacles in rat, o�_JE,FI )..RdMTrPfbtectiorv- uard R5ils3 Deck Construction -Post Caps 1. Fdn. VB is & Crawl Hole Door Drainage & ood-Earth a C rance Looked under Floor ollowing Instld./Drive J Yes J No/Walks D Yes J No/Planters J Yes J No tuqqyB n-Fi BL.,/�nts Above Roof, PlbgleppktficL-P[eplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, eceptacle-Underground throughout House ns from Previous -Meters Tagged, i Certificate -Other Certificates ddress Posted Date , / - Card B-1 1 / Date Card B-1 a 6r• Date ` Card B-1 Date Card B-1 Date L41 Card B-1 Date Card B-1 Comine is at/Final: r V= OK 0 = Not OK - = Not Applicable =Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V t� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT C ASSESSOR PARCEL NUMBER 063-250-04.1 ZONING BUILDING PERMIT OWNER PHIL JOHNSON TELEPHONE 99-9154 SQ. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 384 EAST H ST CHICO 95928 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAIUNG ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 688.50/2 $ 344.25 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 1494R -BLACYBERRY Rn, FOREST RANCH Energy Plan Checking Fee $ PERMIT FEE $ 364.25 LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1ST RENEWAL PERMIT 99-2721 Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20 AOR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION hereby affi under penalty of perjury that I em exempt from the Contractors License f e following reason: 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service �� To 46.00 CCU000A NEW CONST. owELLINo occuP. O ADDNS.. ( ser 3.50 FT. NON RESID014 . eiuAiTccou�Dn 97.50 POWER APPARATUS 8 SWGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES B20 @ '.500 Ex. Occu ounEis PPM.) FRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The -above sections need not be completed if the permit is for work of a valuation p'/6f one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in manner so as to become subject to workers' compen tion laws 411f and agree that if I should become subject to the wor sa ation p visions of section 3700 of the Labor Code, I shall f wit with provisions. L� X Date ( _ Si nat a df" pp a Owner ❑Contractor ❑Agent An' HA permitis r quired for excavations over 5'0" deep and demolition or construction of structures over stories in height. `44 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE T AL FEE $ 364.25 HAZ. O IMP FLOOD CDF PARCEL PD I HD ISSU This permit is hereby Issued under of the Butte County Code and/or indicate bove for which fees have By PERMIT EXPIRES ON 3-17-02 the applicable provisions Resolutions to do work been paid. Date 1 Receipt NO. 3 . aJr WHITE-D.D.S.-B.D. CANARY -ASSES R PINK -INSPECTOR GOLDENROD-APPLICANT(Data Attention Property Owner: An "owner -builder" building permit has 'been applied'fbfin your name and bearing *your signature. Please complete and return- this -information at your earliest opportunity to avoid unnecessary -delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. 1 personally plan to provide the major la ,borf'and materials for construction of the proposed pr✓HAVE improvement : YES[�,4 NO[ 2." 1 HAVE[ NOT[' ] signed an application for a building permit for the proposed work. 3. 1 have contracted with the 'following person ' .(firm) to provide the pf9p6s6d- construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. 1 plan to provide portions of this work,, but I have hired the following" person -46 coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE.- CONTRACTOR'S LICENSE NO. 5. 1 will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK` ;o.V4 SIGNED:fT. PROPERTY OWNER'•- X / 1_)eX_ - SOCIAL SECURITY NUMBER: DATE: NOTE: This owner -Builder Verification is required by Section 19831 and ' 19832 of the California Health. and Safety. Code:T, This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I 7. Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. r A frequent practice of unlicensed persons professing to be contractors is to secure an " "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we -can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned:, . Sin'&rel Michae'l C. Vieira, C.B.O.. , : . Manager, Building Inspection' NOTE: This Owner -Builder Information.is required by Section 19830 of the California Health and Safety Code. OVER I !a4 'IR � J>l "�•.fR9.VG,'I^¢1r X714 �nfV3'R'Rw••:.. .♦ ! ...._ - ": ri^�7ft•'lf,r `• i . , tV-1.... k��.: •. , _ 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES.- BUILDING DIVISION �• _J =L 7 u""" my e_ ter Drive 9 Oroville, California 95965 •Telephone (530) 538-7541 ,No• (Rev. 12/96) t APPLICATION AND PERMIT d ASSESSOR PARCEL NUMBER , L 063-250-041 ZONING BUILDING PERMIT 1pow ERI /- JOi ON,... P TELEPHONE 899-9164 SQ_. FT. OCC. ' BUILDING VALUATION 19 R3 105 840.00 . OWNERS MAILING ADDRESS ,% 384 EAST 4TH STREET CHICO 95928 160 C 2,080.00 CONTRACTOR'S NAMEOWNER 1. TELEPHONE i SUNRM 3 312 (j�]j[5� /� - 104 0 728.50 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace I A 1,500.00 LENDER'S MAILING ADDRESS Total valuation $ 113.460.50 ARCHITECT OR ENGINEER LICENSE NO. Ellin Fee $ 20.00 f $ • 6 it Fee " - Perm•50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 4471.50 BUILDINGADDRESS 14548 BLACKBERRY ROAD, %FOREST RANCH Energy Plan Checking Fee $ 23.00 a jj PERMIT FEE $ 1.179.00 LAT NO. SUBDNISIONS NAME / - -' -- PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 ap" •. IJSEOFSTRUCTUR SF J7 Duplex}l ❑ Mobilehome 0 Other--- ; ^+,i�"� j " ...• ; LL ar•( '• '1--t 't t a L P^, A"�' SPECIFY v _ ' Each Trap 1C 7-0070.00 Solar or heat pump water heater 23.00 Water piping a„ j 15.00 15.00 �,• Each as water heater or,yent j 15.00 �•p0 _ TYPE OF WORK New=❑ 'Addition 0, Remodel ❑ tRilities I/ nsfelll�tl n�0 Other-❑ -s�, 17.1'Describe Work: -P RO�S.F. 1tAVI X 2 BATHS �r `. ^� �a. Gas i in stem 1--` outlets 15.00 BuildingsewerL 15.00 Mobile Home I S I G I W @20:00 PERMIT FEE ! . -! `' (� �. ' ELECTRICAL PERMIT Fling Fee 20.00 -.. 600O LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S'DECLARATION : 4--_, I hereby affirm under penalty of'perjurij ttiat,l•am-licensed under provisions of Chapter 9 (commencing with Secilbn-700o)•of Division.3of the Business and Professions Code, and my- license is in full force and effect. (\ \ i L.. -v \�.\.. License..Class UiILDE OWNER -BUILDER, DECLARATION" '�.+_ I hereby afffrm under penalty of perjury that I am ekeinpt from the Contractors License hereby the fo'TI wing,reasoner-•..,,..,�...�,,. i [Doll—as owner of the property7br'my-employees with wages as their sole compensation, will do the work, and the structureli not�itntended or _offered for sale. ❑ I, as owner of the property, am eiCcli7Wely"Contracting with licensed contractors to construct the project. L ❑ 1 am exemp_tuflder Sec. Business and Professions Code for this l Main Service 200A TO 1000A 46.00 NEW CONST. DWEWNG OCCUP. SO OR ADDNS. ( a ACC. BLDs. 3.50 NEW CONST. MULTI.OUTIFT NON-RESID. @7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 @ 1.00 Ex. Occup. ouTLET OR FDCTUHF.S SAL_ .50 FIXED APPLNS. OR Ex. Occup. OUTLETS RAID, EA 5:00 Temporary Service 23.00 Mobile Home Facilities 20:00 Misc. Wiring 23.00 PERMIT FEE $ jj� ^ Wreason WORKERS"COMPENSATION,DtCLARATION T 1 hereby affirmunde`i" penalty.of„perjury one of'the following declarations: ❑ 1 have and will'%ii nfain Li certificate`of consent to self -insure for workers' compensation, -as -prided for by sectiohlb700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will malntai�`n brkers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance ojwork for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier ` '' MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation 7 PERMIT FEE $ Mobile Home Installation Fee $ Policy Number ,. `" (The= - above sections need not be completed'the permit is for work of a valuation f one hundredkdVars ($100) or less.) I certify that in the performance of the --w t r f SCh this permit is issued, I shall not employ any person in.any mann`efrsp a to become subjectito workers' compensation laws�of California land agree�t'at 'f I should become subject to the workers' compe sation` provisions of section 3700 of the Labor Code, I shall forthwith cor, Iy�L'th those+provisions. _ t 0,� t t ( X _r I'[f'�"'� Date % I i SigatuFe of'AIS`plicant -- [31"Owner' 0 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Energy Inspection Fee $ 1, r, � Ii i c coVN TOTAL FEE $ 1,563.10 HAZ. D.FE IMP . FLOOD COF PAR Pp HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By/- ��l ;-T-----Datee�sl� �t*;.'! ) `' «�-•-��'�i PERMITiEXIREONT.D.S.-B.D. Date rReceiptNo. ����-i�Qu3' CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES .7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 99-2721 Expiration Date: 3-17-01 A.P.# 063-250-041 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: W Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown_ . Please return all commies of the application form. [ ] No, inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. YArs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments Chico Office - 411 Main Street, Chico / 891-2751 0,5/01/02 10:59 SACRAMENTO INSULATION.4. 8956512 NO.147 P02 CERTIFICATION' OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ` LOT if ❑ P. -O. BOX 654• WEST SACRAMENTO, CA 95691 UC. *202026 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. U202026 F. 1:: ❑ .P.O. BOX 9651, FRESNO. -CA 93793-9051 LIC. #202026 Q P.O. BOX 1631, RENO, NV 89505 UC, #10675 �,��', � `vv.. J��l.l' yY• ',� 3326A P..ONDEiiOS ' C3A WAY, LAS VEGAS, NV 89118 LIC: 410675 • • - •• 1 OATS I A71 O P4FTE0 �• SOUARE FEET) I SOUARE FEET) I ( SOUARE FEET) TYPE OF INSULATION MATERIAL - TYPE OF INSULATION TYPE OF INSULATION FIBERGLASS MATERIAL ' FIBERGLASS MATERIAL ;iZ,, FIBERGLASS FORM BATTS FORM BATTS & BLOW FoaM • BATTS MANVFACTURER'S PRODUCT -ID MANUFACTURER'S PROOUCT I O MANUFACTURER'S PROOLICT 1.0 MANUFACTURER M;%NUFACTURER MANUFACTURER OCFL ... 0'CF ':DCF 1 n112 w I V ern I Ir T WA I INSULATION ANOJOR MATERIAL STANDARDS AND REGULATIONS. SIC -303 AIR INFILTRATION SEALANT O R • VALUE L WST.ALLEO IG ABOVE IAS BEEN INSTALLED IN C T11LE • MANAGER BUILDEA COPY APPLIED THICKNESS 1 OCF W R GRACE °ORMANCE WITH APPLICABLE CODE; DATE DATEE BOGS R - VALUE INSTALLED APPLIED THICKNESS .- R - VALUE ::' INSTALLED ••.. APPLIEO THICKNESS MIN, II W01 s0ua KNEE WALLS IF R -VALUE IS OTHER THAN 91A1 �' R VALUE IFORAI FIBERGLASS BATTS ' 1 n112 w I V ern I Ir T WA I INSULATION ANOJOR MATERIAL STANDARDS AND REGULATIONS. SIC -303 AIR INFILTRATION SEALANT O R • VALUE L WST.ALLEO IG ABOVE IAS BEEN INSTALLED IN C T11LE • MANAGER BUILDEA COPY APPLIED THICKNESS 1 OCF W R GRACE °ORMANCE WITH APPLICABLE CODE; DATE DATEE .-V :w `i 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 43&44��- . 9(�-a a OVV 'R PERMIT NO. A routine inspection ' icates that the following violations of butte county Ordinances exist at the above address should be corrected. Please notice this office when correction of work is completed. If u have any questions pertaining to this matter, or need additional explanation, please con ct this office immediately. AIA- cl, Date t/% ' 7 �1(✓W Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICESA 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A routine inspection indicates that the following violations of butte county Ordinances exist at the above addre and should be corrected. Please notice this office when correction of work is complete If you have any questions pertaining to this matter, or need additional explanation, please ntact this office imme iately. s Date �MPLI Inspector REV 10/92 Y • . 4 COUNTY OF BUTTE BUILDING DIVISION - -- -- DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA -- (530) 891-2751 ; 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE V h a ✓1 "� �,-f �-1 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 a any questions pertaining to this matter, or need additional explanation, ; please contact thi office immediately. /I AJ 46 le -,v @- G C— V-10 , vi, C.000e(' f v] t o^ C ,n cnr 8cn'4? T P1( ► f'L G-�L l e p r 1 1 G( v REV 10/92 ., .....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 4 O ER 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. I u have any questions pertaining to this matter, or need additional explanation, please act this office immediately. �'Spt$ '=4 caF )u�tco aAd ' act Date REV 10192 �•� _ ! 1� �IrJt�s� 1 ..,..,,v..- , .►.,..ti.�,s......._-� .-we+..wr/+w�-3'e►-ari+.►`::ii+! s%. fi7'.yf.s <xt':s-.t:�i"h. 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 PERMIT NO. A routine inspectionjyK icates that the following violations of butte county Ordinances exist at the above address should be corrected. Please notice this office when correction of work is completed. ou hav any questions pertaining to this matter, -or need additional explanation, please c act thi fico ' mediately. n _ Date 3— Inspector�p REV 10/92 i AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 01:45PM 17 -Mar -2000 REC FEE 10.00 COPIES 2.00 Maureen Page 1 of AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to . herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date + PRO R ®R& State of California County of On fJEckh n c, L before me, sc n —1oh.hson known to me (or proved to me on the basis of satisfactory evidence) to be the person whose nam 3( a! subscribed to the within instrument and acknowledged to me that hesWthey executed the same in h er/their authorized capacityQ& and that by h(/he//their signature on the instrument, the person s@ or the entity upon behalf of which the persolr(os acted, executed the instrument. WITNESS my hand and official seal. �+ VERONICA CAVAZOS Signature Seal: W COMM.01231708 D Q • COUNTY OF fBR(IIA (a Comm.EXPIMS Anp.8,2003" A.P.# 0 3-aSv vet 44 6 5 T C ORDER NO. BU -144 99 M 7 NA DESCRIPTION COUNTY OF BUTTr ALL THAT CERTAIN REAL PROPERTY SITUATE IN T14E STATE OF CALIFORNIA j, �- - DESCRIBED AS FOLLOWS: PARCEL xq Vl_ PARCEL *l, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON -SEPTEMBER 10, 1986, IN BOOR 103 OF MAPS, AT PAGE(S) 82 AND 83. RESERVING THEREFROM A 40 FOCT EASEMENT FOR DRIVEWAY OVER, ALONG AND ..ACROSS A STRIP OF LAND 40 FEET WIDE LYING WESTERLY OF AND ADJACENT,. TO THE FOLLOWING DESCRIBED LIKE: BEGINNING AT THE SOUTHEAST CORNER OF PARCEL 1 HEREINABOVE REFMMD ;.THENCE ALONG THE NORTHEASTERLY LINE OF SAID PARCEL 1 NORTH :49.. DEG: :18' 47" WEST 1181.24 FEET To THE TRUE POINT OF BEGINNING FORTs DESCRIBEDTHE HEREIN DErVTArn LINE • "--r r-muSAID TRUE POINT OF BEGINNING NORTH 40 DEG. 33" v ll EAST 182-66 FEET; THENCE NORTH 8 DEG. 04':. 23". WEST 127.92 FEET TO THE END OF SAID LINE. ALSO RESERVING THEREFROM A 60 FOOT EASEMENT OVER BLACKBERRY ROAD AS SHOWN ON THE PARCEL MAP REFERRED TO HEREINABOVE. PARCRL XXt P"A A 60.00 FOOT ROAD RIGHT OF WAY _'N SECTIONS 24 AND 25, TO Y WNSHrP 23- NORTH, RANGE 2 EAST, M.D.B. N. AND IN SECTIONS 19 AND 2 0 TOWNSHIP 23 NORTH, RANGE 3 EAST, M.D.B. & M., LYING 30 FEET ON EACH.-:="' SIDE OF THE FOLLOWING DESCRIBED CENTERLINES: BEGINNING AT A POINT IN THE NORTH LINE OF SAID SECTION' 25, -SAID,*,.-, .....POINT OF BEGINNING BEING SOUTH 88 DEG. 45' 22" WEST, 872.17 FEE '` FROM THE NORTHEAST CORNER OF SAID SECTION 25; THENCE FROM SAID -. "POINT OF BEGINNING, NORTH 46 DEG. 16' 42" EAST, 227.63 FEET TO THE.:.- ::.'BEGINNING OF 'A 110.00 FOOT RADIUS CURVE CONCAVE TO THE SOUTHEASTp.,. THENCE ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL.ANGLE OF. 74:' DEG, 46" 36" AN ARC DISTANCE OF 143.56 FEET; THENCE NORTH 69 DEG FAST, 99.25 FEET TO THE BEGINNING OF A 100.00 FOOT RADIUS CURVE CONCAVE TO THE NORTHWEST; THENCE ALONG THE ARC OF SAID CURVE THROUGH'A CENTRAL ANGLE OF 37 DEG. 40,1 5711 AN ARC T)T.,qTAmrr nu cot -P'7 COUNTY OF JBDEPARTMENT'OF DEVELBUILDING DT ''N d NOTICE '� • . ;Poat this job card In sate conal f V jremove until'all re4ulred'. Inapb( ,jauildingg is approved for'occupi xr4t';avallable on the job site. A��053-250-041 • flw FERMI! S i70HNI �ON, Philis, & ,Denn 4Y.A/lBlackberry Rd: ,.Fore New- Pri Det Garalfe%Shisp PERMITTEE MUSS+ ' FOR INSPECTI`0 µ E .......... `. ,.... INSPCTION. ,�?DATE NVICES lice. Do not ' made and ne must be y Y% � � i•S3 p �. ch, . LL Footings F a a ° u .Piers Underfloor Framing > �- -� �. Underground Conduit �9 Do: Not InstalF Rough Plumbing ,_Rough Electrical floor or x Pre-Gunite tt`' t Do::Nat:Pour Co�n� t i"�ed � ,:Underfloor Plumbing ,Underfloor Electrical *. ' .;Underfloor Mechanical Underfloor Framing h - Slab V Do: Not InstalF Rough Plumbing ,_Rough Electrical floor or ��. Rough Mechanical ... Framing !! Shower Pan k Do:Not :Insulate Until`Above S,iyne •Insulation !D i Fireplace Footing = l " i Fireplace Throat I R Do, Not:Contuiue Fireplace;Unti1°Above Stucco Lath I Scratch and Brown dDo Not Over. it Above Sewer Service Water Service E p :Pool Final 'Plumbing Final • tom` L_. _;,'Electrical Final w� <. Mechanical Final c" `Building or 10A, Final . ; r ks r DO NOT OCCUPYY U 6L ri ar ". ALL THE ABOVE IS SIGNS ` AND THE BUILDING OR MOBILE HOME, IS APPROVED FOR OCCUPAN " }' a4 Addresses Intorm8`111,0", Oroville 7 Count Center Dr. 538-7541 :`j;37636 Chico 891-2751. 91-2834 - R.Oce1vt3d By 0V*WG AMC: 3- C) ContactPhOwNumb E purpose of submittal: C� f0 �Z.li7'uh� C3 !/% (�'� O Plan Revisioe ' is Name. 0 uested by Building �pocoor or Comodallotice - AIRZ�� Hy Plan's Mmadn�er- Ocher: '� ! �MLt(2) dra reIIecting the rev 'ch has alt�eadY been issuod, suban eats on then If you are devising a plan must put his requirem is involved in this revision, the review. If engineering ode ICZ) sets of wet sipad sneering. scamp and sigh the drawing. IWl...,htv�ed. When Approved, Pr c"s as `Poilows: C1 Mail to Owner at this address: l.:] ► tai I co Contmctor at this address: and hold for pickuP at the Call C JO " � Chico Office p er,�+�riSO ne:cc 'Aspe Seioan__' l 0-166 V V U9wV PWI;ei! Plin Check Fee: .kJd,(10nil fees may be Niue Pm;6 Fees: 11 a-Addicioail Feesh Receipt a: icrind rime involved to prowess Ch, based upon comple.c R a C a L 9 C * Roberts Consulting Engineering 3060 Thorntree Dr. #10 • Chico, CA 95973 o (530) 894-8833 E-mail: cj@r-c-e.com 8z Website: http://www.r-c-e.com Mr. Michael Vieira, CBO Butte County Building Department 7 County Center Drive . Oroville, CA 95965 (530) 538-7541 RE: Johnson Residence 14548 Blackberry Rd. Forest Ranch, CA 95926 A.P.N.: 063-520-041 Permit No.: 99-2721 Dear Mr. Vieira, We are writing this letter at the request of Janice Lee, the designer of the residence, to provide alternate roof plywood specifications for the project listed above. Under the original submittal, the roof plywood was specified as 5/8". The owner,'Phil Johnson, wishes to use a different size The roof framing hasbeen changed from 2x8's at 16" o.c. to 2x8's at 24" o.c. The design of the roof framing was not done by this office, but was designed by others. From Table 23 -II -E-1 of the 1997 UBC, 1/2" ply has a maximum span of 24" if panels are applied perpendicular to the roof framing. After review of the plans and calculations, the 5/8" plywood may be switched to 1/2" plywood. Panels shall be nailed at 6" o.c. edge and 12" o.c. field, with 10d nails. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. cio�t� Charles J. Roberts. l d� y. s �� � eD �e a i s u o. O � vl '^ v C V V C C 0 U 3 U V p� n a to b ■11 y COUNTY -OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMITO. (Rev. 12/941 APPLICATION AND PERMIT W -11 -AZ . ASSESSOR PARCEL NUMBER063-250-041 ZONING BUILDING PERMIT OWNER JOHNSON, PHIL TELEPHONE E9164 SO. FT. OCC. BUILDING VALUATION R3 105 840.00 . OWNERS MAILING ADDRESS 384 EAST 4TH STREET, CHICO 95928 160 C 2,080.00 CONTRACTOR'S NAME OWNER TELEPHONE 125 SUNRM 3,312.50 104 0 728.50 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1,500.00 Total Valuation $ 113 460.50 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 6881.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ 447.50 BUILDINGADDRESS 14548 BLACKBERRY ROAD, FOREST RANCH Ener Plan Checking Fee $ 9Y 9 23.00 $ PERMIT FEE $ 1.179.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ]p Duplex ❑ Mobilehome O Other SPECIFY Each Trap 1 7.00 70.00 Solar or heat um water heater 23.00 Water piping 1 15.0015.00 Each as water heater or vent 1 15.00 • 0 TYPE OF WORK New ❑ Addition ❑ Remodel O Utilities ❑ Installation O Other ❑ Describe Work: 2 BEDROOM S.F. 1 BATH X 2 2 BATHS Gas piping system 1 - 5 outlets 15.00 Building sewer 15.0015.00 Mobile Home S G W 920.00 PERMIT FEE $ 15c -no ELECTRICAL PERMIT Fling Fee 20.00 Main ServiceeaOV OR LESS 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f?!.Ihe following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLINGOccup. . SO. r OR ADDNS. ( 6 A.C. BLD S3.5Q FT . T. NO"ON.gOSID. RANCHO TLETRcurrs 97,50 POWER APPARATUS 3 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FORURES BA20L @ 1 00 Ex. Occup. oLItiETs pFSIp.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 111-60 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 50100 Cooling Hood 6.50 Ventilation PERMIT FES S76 sn-, Policy Number (T ove sections need not be completed if the permit is for work of a valuation IXT one hundred dollars ($100) or less.) Gr I certify that in the performance of the ork for which this permit is issued, I shall not employ any person i ny ner so as to become subject to workers' compen law of Ifor i nd agree that if I should become subject to the wor co n p ions of section 3700 of the Labor Code, I shall f with c h tho provisions. X Date I Si re orA6piiIaAOwner ❑Contractor O Agent An OSHA permit is rfor excavations over 5'0" deep and demolition or construction?of structures over 3 in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R3 CONST. TYPE VN T TAL FEE $ 1,563. 10 HAZ. D. FE IMP OOD CDF CEL HD SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. a By l ate Ot PERMIT EXPIRES ON Date ReceiptNo.1563.10 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- 7541 PERMIT N .. yRev.l2/46j, APPLICATION AND PERMIT �1f=�7�� AssLsson P,V!�E)cNUrAeon j —2 �s0 w O(4� zoMNo! M I D BUILDING PERMIT — owNER.�o r �0r, �^ Q �I/���r0SA T '}��� '�j -- SG. FT. OCC. I c�UILDING V,1LIjA1'IQN - (Q i � I� TT lO—._r_�.. .. .._._ O •OV 1 1 OWNER (J �, Ski '.' • 7, VO+D COMMCTO R'9 NAM! TELEPHONE CONTRACTOR'S MA$ING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENOWEER'S MAUNG ADDRESS BUILDING ADDRESS / LIS r--, R . LOT NO. I SUBDIVISIONS NAME USEOFSTRUCTURE SF,K Duplex ❑ Mobdehome ❑ Other aP£CFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation [3 Other Oth0 Describe Work: -' S. r. I %�,,�2112 Bad s r5(�3�,ID RP pc 360 o-� s i i Fire lace5O Q , Total Valuation S Filing Fee $ 20.00 Permit Fee S O Plan Checking Fee ��, j� i $ 7- Energy Plan Checking Fee $ 23•bco S (U PERMIT FEE I S la PA -45 PLUMBING PERMIT I Fling Fee•20.00 Each Trap 10 7.00 ado Solar or heat pump water heater 23.00 Water piping 15.00 /6.00 Each gas water heater or vent 1 15.00 IS. Gas piping system 1 - 5 outlets 15.00 s' 00 Buildingsewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S'50.00 ELECTRICAL PERMIT Filing Feel 20.00 Main Service 00OV OR LESS 2ooA oa LEss 23.00 Main Service 200A To IOOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. & ACC. SMS. 3,SQs' '/_O FT. ((77 NEW CONS T. MULTI.OUTLET NON-RESID. 07.50 POWER APPARATl15 a swoLE oLntET cla EX. Occup. OUTLET OR FDnUREs 20 :sem I'0O BAL 4 .50 Ex. Occu a APPLNMESo.OFw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE' _ Q MECHANICAL PERMIT I Fling Fee 20.00 Heating $Q.00 Cooling Jam", CO Hood 6.5016-50 Ventilation - PERMIT FEt $ .�Q Mobile Home Installation Fee $ Energy Inspection Fee I $ ,00 �c ; corgi. : TOTAL FEE $ KK I NAZ- 0. FEES IMP FLOOD COF I PMC L PC :Vi ISSUE Y This permit is here y issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON •Lala, OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally pi to provide th ajor labor and materials for construction of the proposed property im vement : YES NO 13 �2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have con 'th the foll9wi person.(firm) to.provi4e,ttle proposed cons NMuction: AE• r• ADDRESS: �z CITY:_ PHONE:`6'7 9 ( �7 CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:- . PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work'but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: O�- PROPERTYOWNER: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: 4 , , O.B.�- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and. to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply, . �,.... ; t If your pled to doyour own work, with the exception of various trades that you plan to subcontract, you 'should be aware of the following information for your benefit and protection: ' ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire. project, and such persons, are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the Callfornla Health and Safety Code OVER 'a.1!x ;e.., _.j, i:.r�l��:Lj,—, i". ' t#Jf..ii� ). �.• 1r:�`dyl ;v `ems COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ASSESSOR PARCEL NUMBER: 0(o3 - a so- ny Proposed BuQjling Use: S F, Building Inspector: Date: l J —I - q q 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 iiems have been submitted ------------------------------------------------------------------------ -7-------------- ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ , ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications .-----------------= ❑ 0. Fees of $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. - Ellt's -------------------------------------------------- 2. California Department of Forestry plan approval/fees.-------^--��--� -l. [_ q9_ 1113 ood elevation certificate. --------------------------------------------- 4. Sanitation and plot plan approvals ,G> Health Department. El 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------- 0 22. Workers' Compensation carrier and policy number. ------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ---------- DqA,5eetter of signature authorization. ---------------------------------------------------- . Recorded copy of Agricultural Acknowledgment Statement. ---------------------- ❑26. Letter of intent on building use. ------------------------------------------------------. ❑27. Manufactured Home utility clearance. ----------------------------------------------- 028. Existing violations and/or expired permits. ------------------------------------------ 1129. 0433A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: Wh ou issue the permit as follows ❑ Mail to owner, ❑ ail to contractor. `Telephone �� `1 rrocess �4 and hold for pickup at ff�i Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ A4tplr Copy of plans sent ❑ Health Department, ❑ Fire Department, "ther:, (Date) 3-416v Date: By: , 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, of the above r. data by 13phone, 11 mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: •/ Plans approved by: 1: { Date: �-:2,-Qa Sets of plans on hod in ❑ Plan Cabinet, ❑ A.P. folder. `'� Note transfer by: Date: I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance ',; ,..�tE.H. USE O LY . PlotVlan Attachad Floor Plan Attachad Sent to 8.0` I� , / �� _ �;�tisi ✓LZ �(D_� ate- obi Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well t/ Clearance for , / dwelling. )Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER --Jo kn50r) PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ \�ZRevised Plan Checking Fee ....... $ 2-. SCHOOL DISTRICT FEES paid at District Office) 3. SHERIFF FEES (paid at Building Division) r 00 Residential ........ . x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$- Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) V 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # — 090 - Oql DATE 2 ' N' /9 RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) �r.i'�','.7'14-,.�•'•f M7+yi''Y��+y'.�..+�.Li��"r`^"�4.�:.a"�.v.::M..�7 '� 7'N^G�L�;+i �,�•r�^�'"?:... 3.�t•7`(�?'�:^y.,�rY�ys/"�:�,M'•r}"'�1�'+^..�.'�"" ..:r+i .,q.% 7v COUNTY OF BUTTE Y ` ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVII.LLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 tt,^� r, SCHEDULE OF FEES DUE a OWNER _J0 V yl oll A.P. # . UCO✓ - OG70 Oql PROPOSED BUILDING USE DATE I2 ' N' 99 X1BUELDING RECEIPT # DATE REC Jf PERMIT FEES ` -- Balance Due ................ $ .' -- Additional Fees Due .. ........ . $ ` -- Additional Fees Due ........... $ i --Revised Plan Checking Fee ....... $ �/' 2. SCHOOL DISTRICT FEES (paid at District Office) V/3. SHERIFF FEES aid at Building. Division (P g ) Residential ........ j x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ y Sq.Ft. i 4. URBAN AREA FEES (paid at.Building Division) Residential (per unit) . x : _ $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) t 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) V/ 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) j $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. r ;� APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. -The requirements for a protest are specified in Government Code Section 66020(a). r Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) a �n COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ^1 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCIE9DULE OF RECEIPT OF FEES OWNER _J0 vk_r. 5orl �'-\ PROPOSED BUILDING USE 6;91 U 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised Plan Checking Fee ....... $ z Z2. SCHOOL DISTRICT FEES "(paid at District Office) 3.//HERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ ,... Units Commercial (sq. ft.)... x $0.03 = $ Sq. Ft. 4, URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq. ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) V/ 7. SRA FIRE, INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A. P; DATE RECEIPT # DATE REC W 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. P t APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the�above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) i Roberts Consulting` Engineering. 3060 Thorntree Dr. #10 • Chico, CA 95973 • (530) 894-8833 E-mail: cj@r-c-e.com az Website: http://www.r-c-e.com Mr. Michael Vieira, CBO Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7541 RE: Johnson Residence 14548 Blackberry Rd. Forest Ranch, CA 95926 A.P.N.: 063-520-041 Permit No.: 99-2721 Dear Mr. Vieira, We are writing this letter at the request of Janice Lee, the designer of the residence, to provide alternate roof plywood specifications for the project listed above. Under the original submittal, the roof plywood was specified as 5/8". The owner, Phil Johnson, wishes to use a different size The roof framing has been changed from 2x8's at 16" o.c. to 2x8's at 24" o.c. The design of the roof framing was not done by this office, but was designed by others. From Table 23 -II -E-1 of the 1997 UBC, 1/2" ply has a maximum span of 24" if panels are applied perpendicular to the roof framing. After review of the plans and calculations, the 5/8" plywood may be switched to 1/2" plywood. Panels shall be nailed at 6" o.c. edge and 12" o.c. field, with 10d nails. Thank you for the opportunity to be of service. Please contact us at the address and number above if you have any questions. c V 03869-9 I 3 Charles J. Roberts, PE r WILDING DEPAWWE BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School DistrictQ��}}/,,� q C0 tf / u! i ` �f Building Department No. A.P. Number . VI(OJ'i?S� �O7 / Jurisdiction: city County Property Owner 1 J �f�sQn Property Location/Address 145qg Subdivision J7 Lot No. Residential Development No oPLiving Mobile Home Units Installation Commercial/industrial NPw Addition ............. :............................................................ :... .................................... 9Co� Sq. Footage Addition/ `Supplemental to (Group R) Conversion Permit # '(No foundation inspection)' ..... } ........................... .............�........1..... ;+...' a , Sq Footage (Including Exterior Roofed Areas) 1a - A( 9 Date (Floor Plans reviewed -by -.School District Personnel) District Identification No. (` oc) * .� School.Dist?ict certifies that plicant) (Street Address) '',j (Phone'Number) 5C/Z� (City) (State) (Zip Code) has complied with the requirements of Resolution No. ' �t7 ` by payment of $ representing iJ square feet. Paid by Check # Remarks: AB 2926 $ FULL MITIGATION $ t !4. Date ira t -t.,, ? Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201x►, within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School -District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project -may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feetorm.xls (10/98)dmm • r _r J CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title ............ The Johnson Residence_ Date ....,01/.2.0/.00_16: 32.:4.8 Project Address........ 14548 Blackberry Road ******* Forest Ranch *v5. 00* Documentation Author... Marty Runnells ******* Bu i Permi Energy Calculation Services .2 1907 Mangrove Avenue, Suite E P a ec k Date Chico, CA 95926 530-894-3422 Field Check/ Date_ Climate Zone......... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal _ GENERAL INFORMATION Conditioned Floor Area..... 2027 sf Building Type .............. Single Family,Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 28 0 of floor area Average Glazing U -value.... 0.59 Btu/hr-sf-F Average Glazing SHGC....... 0.53 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-21 R-n/a R-21 0.059 FRONT, FRONT -LEFT LEFT, BACK, BACK -LEFT RIGHT Door n/a R-0 R-n/a R-0 0.330 FRONT Roof n/a R-38 R-n/a R-38 0.025 TO ATTIC Floor n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FloorExt n/a R-19 R-n/a R-19 0.049 FLR. EXTENSION FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Front (E) 8.0 0.600 0.500 Standard Standard None Window Front (E) 15.0 0.600 0.500 Standard Standard Yes Window Front (E) 30.0 0.600 0.500 Standard Standard Yes Window Front (SE) 12.5 0.600 0:500 Standard Standard-- Yes Window Front (E) 27.0 0.600 0.500 Standard Standard None Window Front (E) 27.0 0.600 0.500 Standard Standard None Window Left (S) 42.0 0.600 0.500 Standard RollDown None Door Left (S) 33.4 0.550 0.650 Standard Standard" Yes Window Left (S) 30.0 0.600 0.500 Standard RollDown., None.• Window Left (S) 12.0 0.600 0.500 Standard Standard Yes Window Left (S) 36.0 0.570 0.500 Standard Standard Yes Door Left (S) 33.4 0.550 0.650 Standard Standard Yes Window Left (S) 30.0 0.600 0.500 Standard Standard Yes Window Left (SW) 12.5 0.600 0.500 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project. Title,...._ . ,...... The. Johnson ..Residence Date.. 01/20/00" 16:32:48. _ MICROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM CF -1R,,;. User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal FENESTRATION HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA* Thermostat Equipment Type Efficiency Location R -value .Leakage Manual D Type Gas 0.780 AFUE Attic R-4.2 No No Setback Evaporative 11.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas PipeInsulation 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified -during plan check and field inspection. *** This building incorporates non-standard Fenestration Shading. REMARKS - Over Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Back (W) 15.0 0.600 0.500 Standard RollDown None Door Back (W) 33.4 0.550 0.650 Standard RollDownr.:Non,e ' Window Back (W) 15.0 0.600 0.500-St-andard RollDown None Window Back (W) _27.0 0.600 0.500 Standard RollDown `;None Window Back (W) 45.0 0.600 0.500 Standard ' Standard `'None Window Back (W) 12.0 0.600 0.500 Standard Standard None Window Back (W) 12.0 0.600 0.500 Standard Standard None Window Right '(N) 12.0 0.600 0.500 Standard Standard None Window Right (N) 24.0 0.600 0.500 Standard Standard Yes Window Right (N) 10.5 0.600 0.500 Standard Standard None Window Right (N) 12.0 0.600 0.500 Standard Standard Yes HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA* Thermostat Equipment Type Efficiency Location R -value .Leakage Manual D Type Gas 0.780 AFUE Attic R-4.2 No No Setback Evaporative 11.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas PipeInsulation 1 .62 40 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified -during plan check and field inspection. *** This building incorporates non-standard Fenestration Shading. REMARKS • • - CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project'Title... The,.Johnson Residence Date..01/20/00.16:,32:48 -. MI-CROPAS5 v5.00 File -992895 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal ,COMPLIANCE STATEMENT 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, and the administrative regulations to implement them. This certificate has.been signed by the individual with overall design responsibility. When this certificate of compliance ..is submitted for a single building plan to be built in multiple orientations-,.- any rientations;:any shading feature that is varied is ±ndicated in the Special"Featifte's Modeling Assumptions_ section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Company. Address. Phone... License. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate Name.... MartylRunnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed. ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title._ The. Johnson Residence Date. .0.1/20/00 16:32:48. Project A ress........ 14548 Blackberry Road Forest Ranch *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico-, CA 95926 530-894-3422 Field check/ Date— Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal Note: Lowrise residential buildings subject to the Standards must contain'these measures regardless of the compliance approach used. Items marked with �an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated irito'the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce - et ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built -fireplaces have: a. Closeable metal or glass door. b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. • MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R 48 Project Title.......... The Johnson Residence Date..01/20/00.16:32w ZMI-CROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM MF -1R er#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforc- er ment 110-113: HVAC equipment, water heaters, showerheads and ✓ faucets certified by the Commission. 150(h): Heating and/or cooling, loads calculated in accordance with ASHRAE, SMACNA or ACCA.' 150(i) Setback thermostat on all applicable heating and/or cooling systems. - 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts -insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or out spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking applianceshave no continuously burning pilot light (Exception: Non -electrical cooking appliances ✓ with pilot < 150 Btu/hr). MANDATORY MEASURES CHECKLIST: RESIDENTIAL. Page 3 MF -1R ._.P.roject. Title.............. The Johnson Residence, _. D.ate...01/20/0.0, 16,:3.2 :4;8 MI-CROPAS5 v5.00 File -992895 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal LIGHTING MEASURES 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch ,on a readily,,accessible lighting control panel at an entrance to -the kitchen. 150(k)2: Rooms with a- shower or bathtub must either have at least one luminaire with lamps with an efficacy of]40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. _.Design- Enforce- er merit El COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The._ Johnson ..Residence. Date. .01/20/00-16:32-:48. ******* Project Address........ 14548 Blackberry Road Forest Ranch *v5.00* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-3422 Climate Zone. ........ 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal MICROPAS5 ENERGY USE Building Permit Plan Check Date Field Check/ Date Climate Zone. ........ 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal MICROPAS5 ENERGY USE SUMMARY Leakage Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin. Space Heating.......... 15.82 18.62 -2.80 Space Cooling.......... 14.62 14.22 0.40 Water Heating.......... 12.93 10.31 2.62 Total 43.37 43.15 0.22 *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC........ Average Ceiling Height..... Floor Area Volume (sf) (cf) 2027 sf Single Family Detached New Front Facing 90 deg (E) 1 2 ReducedYear Raised Floor 1 18269 cf 0 sf 28 % of floor area 0.59 Btu/hr-sf-F 0.53 9 ft BUILDING ZONE INFORMATION # of Vent Dwell Cond- Thermostat Height Units itioned Type (ft) 2027 18269 1.00 Yes Setback Vent Air Area Leakage '(sf) Credit 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title..-........ The Johnson Residence - Date.. -.01/20/0.0 16:32.:48. MI-EROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM C -2R,,; User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal OPAQUE SURFACES Area U- Insul Act Solar . Form 3 Location'/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 400 0.059 21 90 90 Yes None FRONT,. 2 Door 20 0.330 0 90 90 Yes None ' FRONT.:.,..,- RONT..,. 3 3 Wall 19 0.059 21 135 9'0 No. None FRONT=L-EFT 4 Wall 407 0.059 21 180 90 Yes 'None' LEFT 5 Wall 368 0.059 21 270 90 Yes None' BACK 6 Wall 19 0.059 21 225 90 Yes None BACK -LEFT 7 Wall 611 0.059 21 0 90 Yes None RIGHT 8 Roof 1171 0.025 38 n/a 0 Yes None TO ATTIC 9 Floor 989 0.037 19 n/a 0 No None RAISED.FLOOR 10 F1oorExt 189 0.049 19 n/a 0 Yes None FLR. EXTENSION FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (E) 8.0 0.600 0.500 90 90 Standard/0.76 Standard/0.68 2 Window Front (E) 15.0 0.600 0.500 90 90 Standard/0.76 Standard/0.68. 3 Window Front (E) 30.0 0.600 0.500 90 90 Standard/0.76 Standard/0.68 4 Window Front (SE) 12.5 0.600 0.500 135 90 Standard/0.76 Standard/0.68 5 Window Front (E) 27.0 0.600 0.500 90 90 Standard/0.76 Standard/0.68 6 Window Front (E) 27.0 0.600 0.500 90 90 Standard/0.76 Standard/0.68 7 Window Left .(S) 42.0 0.600 0.500 180 90 RollDown/0.13 Standard/0.68 8 Door Left (S) 33.4 0.550 0.650 180 90 Standard/0.76 Standard/0.68 9 Window Left (S) 30.0 0.600 0.500 180 90 RollDown/0.13 Standard/0.68 10 Window Left (S) 12.0 0.600 0.500 180 90 Standard/0.76 Standard/0.68 11 Window Left (S) 36.0 0.570 0.500 180 90 Standard/0.76 Standard/0.68 12 Door Left (S) 33.4 0.550 0.650 180 90 Standard/0.76 Standard/0.68 13 Window Left (S) 30.0 0.600 0.500 180 90 Standard/0.76 Standard/0.68 14 Window Left (SW) 12.5 0.600 0.500 225 90 Standard/0.76 Standard/0.68 15 Window' Back (W) 15.0 0.600 0'.500 270 '90 'RollDown/0.13 Standard/'0'.68 16 Door Back (W) 33.4 0.550 0.650 270 90 RollDown/0.13 Standard/0.68 17 Window Back (W) 15.0 0.600 0.500 270 90 RollDown/0.13 Standard/0.68 18 Window Back (W) 27.0 0.600 0.500 270 90 RollDown/0.13 Standard/0.68 19 Window Back (W) 45.0 0.600 0.500 270 90 Standard/0.76 Standard/0.68 20 Window Back (W) 12.0 0.600 0.500 270 90 Standard/0.76 Standard/0.68 21 Window Back (W) 12.0 0.600 0.500 270 90 Standard/0.76 Standard/0.68 22 Window Right (N) 12.0 0.600 0.500 0 90 Standard/0.76 Standard/0.68 23 Window Right (N) 24.0 0.600 0.500 0 90 Standard/0.76 Standard/0.68 24 Window Right (N) 10.5 0.600 0.500 0 90 Standard/0.76 Standard/0.68 25 Window Right (N) 12.0 0.600 0.500 0 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project ,Title,. . The, Johnson, Residence –Date. .01/20/00, 16:32:48 - . . M.LCROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -FORM C -2R „ User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal Surface HOUSE 2 Window 3 Window 4 Window 8 Door 10 Window 11 Window 12 Door 13 Window 14 Window 23 Window 25 Window System Type HOUSE Gas Evaporative OVERHANGS AND SIDE FINS Window— Overhang . Left Fin Area Left Rght (sf) Wdth Hqth Dpth Hqht Ext Ext Ext, Doth Haht Ext Right' Fin— Dpth Hght 15.0 n/a 6 6 0 n/a n/a n/a' n/a n/a n/a..-.,n/,a,. ;,n/a 30.0 n/a 6 6 0 n/a _ n/a n/a n/a n/a n/a n/a"' n/a 12.5 n/a _ 5 11.5 0 n/a n/a n/aI n/a n/a n/a n/a',n/a 33.4 n/a 6.67 11.5 0 n/a n/a n/a, n/a n/a n/a n/a n/a 12.0 n/a 4 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 36.0 n/a 6 2 0 n/a n/a n/a n/a n/a n/a n/a' n/a 33.4 n/a 6.67 2 0 n/a n/a n/al n/a n/a n/a n/a n/a 30.0 n/a 5 2 0 n/a n/a n/a n/a n/a n/a. n,/a n/a 12.5 n/a 5 11.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a 4 2 0 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Efficiency Location 0.780 AFUE Attic 11.00 SEER Attic Duct Tested Duct ACCA Duct R -value Leakage Manual D Eff R-4.2 No No 0.767 R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) 1 Storage Gas PipeInsulation 1 .62 40 SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans,. *** installed to manufacturer and CEC specifications, and *** verified during plan check and field inspection. This building incorporates non-standard Fenestration Shading. REMARKS - External Insulation R -value HVAC SIZING Page 1 HVAC Project,Title. ............ The Johnson Residence. Date..01/20/00 16c32:48 W Project Address........ 14548 Blackberry Road — Forest Ranch *v5.00* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-3422 Field Check/ Date Climate Zone............ 11 Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc.. MICROPAS5 v5.00 File -99289S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -2 Bedroom Res. -Submittal _ GENERAL INFORMATION 7572 Floor Area ................. 2027 sf Volume ..................... 18269 cf Front Orientation.......... Front Facing Sizing Location............ PARADISE n/a Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range ............... 34 F Interior.Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20. Description HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 7572 3501 Glazing Conduction ............... 13357 7013 Glazing Solar .................... n/a 8936 Infiltration ..................... 10391 3135 Internal Gain .................... n/a 1875 Ducts ............................ 3132 2446 Sensible Load .................... Latent Load ..................... 34453 n/a 26906 5381 Minimum Total Load 34453 32287 Note: The loads shown are only one of the criteria affecting the --selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting. the HVAC equipment. STRUCTURAL CALCULATIONS RCE Job #99-145 for ]anise Lee Johnson Residence 14548 Blackberry Rd. forest Ranch, CA Calculation Index: Page # • Gravity Loads 1 —2 • Lateral Analysis Ll — L12 • Beam Analysis BI — B1 1 • Footing Analysis F1 — F3 Revision Summary: Rev. 0 Initial Issue These Calculations have been prepared for Janice Lee for the above - indicated property. The results of the calculations have been incorporated on said plans, Q, p ESS G � 03860-2 J, • �o� crtu��`� . ROBERTS CONSULTINGENGINEERING 336 Broadway Suite #7 • Chico, CA 95928 • (530) 894-8801 E-mail: cj@r-c-e.com 8z Website: http://www.r-c-e.com I 11/18/99 0ohnson Residence - RCE Job To 99-145 Pg. 1 Gravity Loads: Roof Dead Load 1/2" OSB Ply. 1.7 psf Slope = 2x8 @24" o.c. 1.5 psf 6 Comp Roof 5.0 psf to 4x6 @48" o.c./Ceiling 1.3 psf 12 '/2" Gyp. 2.2 psf Insulation 1.0 psf Misc. 2.6 psf Total sloped 15.2 psf Total horiz 17.0 psf Total axial 6.8 psf Roof Dead Load 1/2" OSB Ply. 1.7 psf Slope= 2x8 @24" o.c. 1.5 psf 6 Comp Roof 5.0 psf , to Insulation 1.0 psf 12 Misc. 2.5 psf Total (sloped) 1 1.7 psf Total horiz 13.0 psf Total axial 5.2 psf Roof Live Load Construction 16.0 psf —11 Floor Dead Load 1/2" CDX Ply. 1.5 psf 2x T8tG 4.4 psf 4x10 @36" o.c. 2.9 psf Misc. 2.2 psf Total 11.0 psf Copywrite 1999 - Spyder Software 11 / 18/99 10ohnson Residence - RCE Job 0 99-145 Pg. 2 Deck Dead Load 1/2" CDX Ply. 2x T&G 2x Framing Misc. 1.5 psf 4.4 psf 2.2 psf 1.9 psf Total 10.0 psf Floor Live Load Residential 40.0 psf Deck 60.0 psf Wall Dead Load 3/8" CDX Ply. 1.5 psf (Exterior) 2x Framing @ 16" o.c. 1.7 psf Stucco Siding 10.0 psf 1/2" Gyp. 2.2 psf Misc. 1.6 psf Wall Dead Load (interior) Copywrite 1999 - Spyder Software Total 17.0 psf 3/8" CDX Ply. 1.5 psf 2x Framing @ 16" o.c. 1.7 psf (2) sides '/2" Gyp. 4.4 psf Misc. 2.4 psf Total 10.0 psf Wo rN, o�l�lso.,i REQ L1 S1� EAQ�I4LL LA -(o uT C I S. TOR`( N oRTI-� I Z o- 4 _D 61 — 0 of L �3 1r3 ES • � I �'I �f . l �-5 1� �� �oRTl�Ilk —.®o.. 2 � r - O i m 5 -a it 5 -a 1, 11101199 - Iferal Analysis - Johnson Res. 4PR.C.E. Job 99-145 LLP Lateral Load Summary 2nd Level Wall Line ID Tributary Length (ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) (kips) Controlling Load Case A 10.00 85 130 0.851 1.297 Wind Controls B -East Side 10.00 85 130 0.851 1.297 Wind Controls B -West Side 11.00 85 130 0.937 1.426 Wind Controls D 11.00 85 130 0.937 1.426 Wind Controls 2 14.00 85 72 1.193 1.004 Seismic Controls 3 14.00 85 72 1.193 1.004 Seismic Controls Lateral Load Summary 1 st Level Wall Line ID Tributary Length ft.) Unit Loads Seismic Wind (p.l.f.) (p.l.f.) Wall Loads Seismic Wind (kips) kips Controlling Load Case A 10.00 82 109 0.823 1.090 Wind Controls B -East Side 10.00 82 109 0.823 1.090 Wind Controls B -West Side 8.00 82 109 0.658 0.872 Wind Controls C -East Side 8.00 82 109 0.658 0.872 Wind Controls C -West Side 3.00 52 48 0.156 0.145 Seismic Controls D 3.00 52 48 0.156 0.145 Seismic Controls 1 4.50 30 58 0.135 0.261 Wind Controls 2 -North Side 4.50 30 58 0.135 0.261 Wind Controls 2 -South Side 14.00 123 128 1.718 1.792 Wind Controls 3 14.00 123 128 1.718 1.792 Wind Controls Copywrite 1999 - Spyder Software •• 11/0 1 /99 * Lateral Analysis - Johnson Res. E. Job 99-145 �� LA ind Loading @ Roof Tributary Normal Resultant Horizontal 64 lbs. Lines 2 8E 3 (IWW) Area Pressure Force @ 15 to 20' 20 lbs. Ridge 0.00 feet @ 7.1 psf = 0 lbs. (IWW) @ 0 to 15' @ 20 to 25' 1.00 feet @ 7.7 psf = 8 lbs. (IWW) @ 15 to 20' 5.00 feet @ 8.3 psf = 41 lbs. (IWW) @ 20 to 25' 1.00 feet @ 8.8 psf = 9 lbs. (IWW) @ 25 to 30' Mean Roof Height = 22.00 feet 7.00 feet @ 5.0 psf = 35 lbs. (OLW) @ 20 to 25' Uplift Pressure = 7.0 psf 0.00 feet @ 3.0 psf = 0 lbs. (IWR) @ 20 to 25' 0.00 feet @ 7.0 psf = 0 lbs. (OLR) @ 20 to 25' Fp = 93 Of - horiz. Wind Loading @ Roof @ Lines 2 81: 3 @ Eave Mean'Roof Height = 22.00 feet Uplift Pressure = 7.0 psf Wind Loading @ Floor @ Lines 2U3 @ Ridge Mean Roof Height = 22.00 feet Uplift Pressure = 7.0 psf Wind Loading @ Floor @ Lines 28t3 @ Eave Mean Roof Height = 22.00 feet Uplift Pressure = 7.0 psf Copywrite 1999 - Spyder Software Tributary Area 0.00 feet @ 4.00 feet @ 4.00 feet @ 0.00 feet @ 0.00 feet @ Tributary Area 9.00 feet @ 3.00 feet @ 12.00 feet @ 0.00 feet @ 0.00 feet @ Tributary Area 9.00 feet @ 0.00 feet @ 9.00 feet @ 0.00 feet @ 0.00 feet @ Normal Pressure 7.1 psf = 7.7 psf = 5.0 psf = 3.0 psf = 7.0 psf = Normal Pressure 7.1 psf = 7.7 psf = 5.0 psf = 3.0 psf = 7.0 psf = Normal Pressure 7.1 psf = 7.7 psf = 5.0 psf = 3.0 psf = 7.0 psf = Fp Fp Fp Resultant Horizontal Force Force 64 lbs. 0 lbs. (IWW) @ 0 to 15' 31 lbs. (IWW) @ 15 to 20' 20 lbs. (OLW) @ 20 to 25' 0 lbs. (IWR) @ 20 to 25' 0 lbs. (OLR) @ 20 to 25' = 1 51 olf - horiz. Resultant Horizontal Force Force 64 lbs. 64 lbs. (IWW) @ 0 to 15' 23 lbs. (IWW) @ 15 to 20' 60 lbs. (OLW) @ 20 to 25' 0 lbs. (IWR) @ 20 to 25' 0 lbs. (OLR) @ 20 to 25' = I> 1471 olf - horiz. Resultant Horizontal Force 64 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 45 lbs. (OLW) @ 20 to 25' 0 lbs. (IWR) @ 20 to 25' 0 lbs. (OLR) @ 20 to 25' =1 109 alf - horiz. 11/01/99* Lateral Analysis - Johnson Res. - #.E. Job 99-145 P-1 L3 UBC Wind Loads -- Method 1 p= Ce•Cq•gs•I P= P= P= P= P= P= IWW Of W IWR C)WR 01-R OPR 7.1 4.5 2.7 8.0 6.2 6.2 psf - @Oto 15' 7.7 4.8 2.9 8.7 6.8 6.8 psf - @ 15 to 20' 8.3 5.2 3.1 9.3 7.3 7.3 psf-@20 to 25' 8.8 5.5 3.3 9.8 7.7 7.7 psf - @ 25 to 30' 9.7 6.0 3.6 10.9 1 8.5 8.5 1psf - @ 30 to 40' 10.9 1 6.8 4.1 12.3 1 9.6 1 9.6 Ipsf - @ 40 to 60' Wind Spee Exposure: where; Ce = Ce = Ce = Ce = Ce = Ce = Cq = Cq = Cq = Cq = Cq = Cq = qs = 1= Roof Siooe = 75 mph B 0.62 @ 0 to 15' 0.67 @ 15 to 20' 0.72 @ 20 to 25' 0.76 @ 25 to 30' 0.84 @ 30 to 40' 0.95 @ 40 to 60' .0.8 (IWW) Inward @ Windward Wall 0.5 (OLW) Outward @ Leeward Wall 0.3 (IWR) Inward @ Windward Roof 0.9 (OWR) Outward @ Windward Roof 0.7 (OLR) Outward @ Leeward Roof 0.7 (OPR) Outward @ Parallel To Ridge 14.4 psf 1.00 Importance Factor 6 Rise to 12 Horiz. Wind Loading @ Roof Tributary Normal Resultant Horizontal @ Lines A 8L D (IWW) Area Pressure Force @ IS to 20' 45 lbs. 1.00 feet @ 7.1 psf = 7 lbs. (IWW) @ 0 to 15' 0 lbs. 3.00 feet @ 7.7 psf = 23 lbs. (IWW) @ 15 to 20' Mean Roof Height = 22.00 feet 4.00 feet @ 5.0 psf = 20 lbs. (OLW) @ 20 to 25' Uplift Pressure = 7.0 psf 8.00 feet @ 3.0 psf = 24 lbs. (IWR) @ 20 to 25' 8.00 feet @ 7.0 psf = 56 lbs. (OLR) @ 20 to 25' Fp =1 130 plf - horiz. Wind Loading @ Floor @ Lines A 81 C Mean Roof Height = 22.00 feet Uplift Pressure = 7.0 psf Wind Loading @ Floor @ Lines C8tD Mean Roof Height = 22.00 feet Uplift Pressure = 7.0 psf Wind Loading @ Roof @ Lines 1 8i 2 Mean Roof Height = 10.00 feet Uplift Pressure = 6.2 psf Copywrite 1999 - Spyder Software Tributary Area 9.00 feet @ 0.00 feet @ 9.00 feet @ 0.00 feet @ 0.00 feet @ Tributary Area 4.00 feet @ 0.00 feet @ 4.00 feet @ 0.00 feet @ 0.00 feet @ Tributary Area 5.00 feet @ 0.00 feet @ 5.00 feet @ 0.00 feet @ 0.00 feet @ Normal Pressure 7.1 psf = 7.7 psf = 5.0 psf = 3.0 psf = 7.0 psf = Normal Pressure 7.1 psf = 7.7 psf = 5.0 psf = 3.0 psf = 7.0 psf = Normal Pressure 7.1 psf = 7.7 psf = 4.5 psf = 2.7 psf = 6.2 psf = Fp Fp Fp Resultant Horizontal Force 64 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ IS to 20' 45 lbs. (OLW) @ 20 to 25' 0 lbs. (IWR) @ 20 to 25' 0 lbs. (OLR) @ 20 to 25' = 1 109 Dlf - horiz. I Resultant Horizontal Force 29 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 20 lbs. (OLW) @ 20 to 25' 0 lbs. (IWR) @ 20 to 25' 0 lbs. (OLR) @ 20 to 25' =1 48 Of - horiz. Resultant Horizontal Force 36 lbs. (IWW) @ 0 to 15' 0 lbs. (IWW) @ 15 to 20' 22 lbs. (OLW) @ 0 to 15' 0 lbs. (IWR) @ 0 to 15' 0 lbs. (OLR), @ 0 to 15' = 1 58 Of - horiz. 11/0 1 /99 Oateral Analysis - Johnson Res. -C.E. Job 99-145 F.'=, L0S 1997 UBC Seismic Loads - Static Force Procedure where; V = (Cv*1)/(R*T) *W = 0.426 *W (Eqn 30-4) Z = 0.3 Zone 4 V = (2.5*Ca*I)/R *W = 0.164 *W (Eqn 30-5) 1 = 1.00 Importance Factor V = 0.1 1 *Ca*I *W = 0.059 *W (Eqn 30-6) h„ = 26.00 feet R = 5.5 Plywood Shear Walls p= 0.164 *W (Eqn 30-5) governs Soil Profile Type SD Seismic Source Type A - Closest Distance Seismic Source n/a km Ct = 0.020 All other Buildings Foot print area, As= 989 ft2 T = 0.230 (Method A) Ca = 0.36 Table 16-Q C" = 0.54 Table 16-R N" = 1.0 Table 16-S Na = 1 Table 16-T W = Building Weight Use 0% of Snow Load in the Seismic design. Seismic Roof Loading Tributary Weights = 32.50 feet of Roof @ 17.00 psf @ Lines A to D 0.00 feet of Floor @ 11.00 psf 8.00 feet of Ext. Wall @ 17.00 psf V 1 19 pif - horiz. ULT 4.00 feet of Int. Wall @ 10.00 psf 85 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weight = 0.00 feet of Roof @ 17.00 psf @ Lines A to C 28.00 feet of Floor @ 11.00 psf 18.00 feet of Ext. Wall @ 17.00 psf V I I 5--p-lf-Toriz. ULT9.00 feet of Int. Wall @ 10.00 psf 82 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weight = 0.00 feet of Roof @ 17.00 psf @ Lines C to D 28.00 feet of Floor @ 11.00 psf 8.00 feet of Ext. Wall @ 17.00 psf V 7 37-1f - oriz. ULT 0.00 feet of Int. Wall @ 10.00 psf 52 pif - horiz. W/S (ULT/1.4) Seismic Roof Loading Tributary Weight = 0.00 feet of Roof @ 17.00 psf @ Lines 2 to 3 43.00 feet of Floor @ 11.00 psf 8.00 feet of Ext. Wall @ 17.00 psf V 1 19 pif - horiz. ULT 12.00 feet of Int. Wall @ 10.00 psf 85 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weight = 0.00 feet of Roof @ 17.00 psf @ Lines 1 to 2 1 1.00 feet of Floor @ 11.00 psf 8.00 feet of Ext. Wall @ 17.00 psf V 42 pif - horiz. ULT 0.00 feet of Int. Wall @ 10.00 psf 30 pif - horiz. W/S (ULT/1.4) Seismic Floor Loading Tributary Weight = 0.00 feet of Roof @ 17.00 psf @ Lines 2 to 3 40.00 feet of Floor @ 11.00 psf 20.00 feet of Ext. Wall @ 17.00 psf V 172 pl - horiz. ULT 27.00 feet of Int. Wall @ 10.00 psf 123 pif - horiz. W/S (ULT/1.4) Copywrite 1999 - Spyder Soft we 11/0 1 /99 - feral Analysis - Johnson Res. R.C.E. Job 99-145 Copywrite 1999 - Spyder Software Chord & Drag Force Summary (worst cases) Chord Data Unit Load (w) Seismic Wind I I Max Chord (T) = Kis Force w•L2 8•D # Nails Required At Each Chord Chord Bounda Chord Line Length (L) ft Depth (D) ft House Roof Diaphragm Chord Forces 1812 B u C 36 16 52 75 0.76 7 Sinker A u B 1 8z 2 32 36 85 130 0.46 4 Sinker Drag Forces Nail Size = 16d Sinker Nails Nail Shear Capacity = 125 pounds Max Number Required 7 Sinker Nails Copywrite 1999 - Spyder Software 11/01/99 - Lateral Analysis - Johnson Res. - R.C.E. Job 99-145 Copywrite /999 - Spyder Software S • 1st Level (UBCSect/on 1630. /) 2nd Level (UBC Section 1630.1) North-South Direction: Story Shear 6.69 kips Story Shear 3.58 kips w w x PONT 8t 55 1 B 16 A. . 2nd p Max 1.00 p Max 1.00 Wall Line Lateral Wall Wall Wall Applied O Forces Applied Forces Resisting O Resistive et pli [ Comments ID • Load Heigh[ Length ri Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (fee[) (feet) (plf) (kIf) (kips) (foot -kips) (kIf) (kips) (foot -kips) (kips) Simpson Products Copywrite /999 - Spyder Software S • . . w w x PONT 8t 55 1 B 16 A. . 2nd Seismic Level 8.00 2.75 0.21 142 3.12 0.136 0.44 0.976 MST37 w/ PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 1.30 8.00 3.25 0.09 216 5.62 0.136 0.48 1.581 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. Wind 8.00 5.00 95 3.80 0.136 1.13 0.534 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. Wind 8.00 2.75 216 4.75 0.136 0.34 1.604 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. Horizontal Diaphragm Lengths 8i Stresses 8.00 5.00 East Side West Side L11- Sill Plate Shear Anchorage for above wall line 1.13 (feet) I (plf) (feet) (plf) MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB16 A.B. -► Bolt Dia. (in.) Capacity (kips) Spacing 8.00 5.00 n/a n/a n/a Copywrite /999 - Spyder Software S • . . w w x 8t NN I LS 10 A.t$. 2nd Seismic Level 8.00 6.00 0.13 89 4.29 0.080 1.22 0.511 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1.96 8.00 14.00 0.09 98 10.99 0.080 5.23 0.411 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind 8.00 5.00 95 3.80 0.136 1.13 0.534 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. Wind 8.00 6.00 98 4.71 0.080 0.96 0.625 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. Horizontal Diaphragm Lengths 8i Stresses 8.00 5.00 East Side West Side I L11- Sill Plate Shear Anchorage for above wall line 1.13 (feet) I (plf) (feet) I (pin MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB16 A.B. Bolt Dia. (in.) Capacity (kips) Spacing 8.00 5.00 n/a n/a n/a Copywrite /999 - Spyder Software S • . w w x 8i . 2nd Seismic Level 8.00 5.00 0.09 62- 2.50 0.136 1.45 0.211 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 5.00 0.09 62 2.50 0.136 1.45 0.211 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1.43 8.00 5.00 95 3.80 0.136 1.13 0.534 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB 16 A.B. Wind 8.00 5.00 9S 3.80 0.136 1.13 0.534 MST37 w/ PHD2 w/ DBL 2x POST 8i SSTB16 A.B. 8.00 5.00 95 3.80 0.136 1.13 0.534 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses East Side West Side LBolt Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) I (pIf) ► Dia. (in.) Capacity (kips) Spacing n/a n/a n/a Copywrite /999 - Spyder Software S • 11/01/99 - Lateral Analysis - Johnson Res. - R.C.E. Sob 99-145 Copywrite 1999 - Spyder Software • C] Ist Level (UBCSecdon 16J0.1) 2nd Level (UBCSecdon 16JO.1J North-South Direction: Story Shear 6.69 kips Story Shear 3.58 kips w x FOS I 8t 55 15 16 A.B. Ist p Max 1.00 p Max 1.00 all Line Lateral all all Wall Applied OTM Forces I Applied rorces Resisting OTM Resistive Net Uplift Comments ID • Load Height Length ri I Stress I Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (feet) (feet) Horizontal Diaphragm Lengths 8t Stresses (plf) (klf) (kips) I (foot -kips) (kin (kips) (foot -kips) (kips) Simpson Products Copywrite 1999 - Spyder Software • C] . w x FOS I 8t 55 15 16 A.B. Ist Seismic Level 2.59 10.00 4.00 0.33 223 0.511 8.93 0.170 1.16 1.943 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 2.39 10.00 3.50 318 0.411 11.14 0.170 0.69 2.984 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses Wind Fast Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) (plf) -► Bol[ Dia. (in.) Capacity (kips) Spacing 10.00 4.00 0.50 0.818 24 in o.c. 318 0.625 12.73 0.170 0.91 2.955 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses Fast Side West Side L1111- Sill Plate Shear Anchorage for above wall line (feet) I (pl (feet) (plf) Bolt Dia. (in.) Capacity (kips) Spacing 0.50 0.818 24 in o.c. Copywrite 1999 - Spyder Software • C] . w x P051 8E 55 18 16 A.B. 1 St Seismic Level 2.59 10.00 7.00 0.35 234 0.511 19.93 0.100 2.08 2.549 PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 4.68 10.00 7.00 335 0.411 26.30 0.100 1.63 3.524 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses Wind Fast Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) (plf) -► Bol[ Dia. (in.) Capacity (kips) Spacing 10.00 7.00 0.50 0.818 24 in o.c. 335 0.625 27.80 0.100 1.63 3.738 PHDS w/ DBL 2x POST 8t SSTB20 A.B. Horizontal Diaphragm Lengths at Stresses Fast Side West Side L0_ Sill Plate Shear Anchorage for above wall line (fee[) I (pI0 (feet) I (plf) Bolt Dia. (in.) Capacity (kips) Spacing 0.50 0.818 24 in o.c. Copywrite 1999 - Spyder Software • C] . w x 8t SS I B 16W.B. ISE Seismic Level 2.59 10.00 8.00 324 25.89 0.170 3.63 2.783 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind Horizontal Diaphragm Lengths 8t Stresses Fast Side West Side Sill Plate Shear Anchorage for above wall line (feet) I (plf) (feet) (plf) -► Bol[ Dia. (in.) Capacity (kips) Spacing 0.50 0.818 24 in o.c. Copywrite 1999 - Spyder Software • C] 11/01/99 - Lateral Analysis - Johnson Res. - R.C.E. Job 99-145 Copywrite 1999 - Spyder Sof ire Ist Level (UBCSecdon 16.10.1) 2nd Level (UBC Section /6J0.1) East - West Direction: Story Shear 5.96 kips Story Shear 2.39 kips ISE Seismic p Max 1.00 p Max 1.00 Wall Line Lateral Wall Wall Level all Applied O Forces Applied Forces esisting O Resistive et lift Comments ID • Load Height Length r i Stress Uniform Point OTM Uniform Point OTM Force Used 100% of Tabulated Values See Note (kips) (fee[) (fee[) (plF) (klf) (kips) (foot kips) (klf) (kips) (Resistive) (kips) Simpson Products Copywrite 1999 - Spyder Sof ire 398 .6Z J.JYY w A.K. ISE Seismic Seismic Level 3.32 10.00 8.00 415 4.00 33.19 0.170 3.63 3.695 PHDS w/ DBL 2x POST 8E SST820 A.B. 1.16 Wind PHD2 w/ DBL 2x POST BE SSTB 16 A.B. 10.00 3.25 0.15 101 0.302 4.27 Horizontal Diaphragm Lengths 8t Stresses 0.76 1.079 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. North Side South Side 10.00 15.50 Sill Plate Shear Anchorage for above wall line 151 (feet) (pl feet (pll) 18.80 -0-1 Bolt Dia. (in.) Capacity (kips) Spacing 0.093 PHD2 w/ DBL 2x POST Bt SSTB 16 A.B. 0.50 0.818 18 in o.c. Copywrite 1999 - Spyder Sof ire w x 8t 1st Seismic Level 10.00 4.00 0.15 101 0.258 5.08 0.170 1.16 0.982 PHD2 w/ DBL 2x POST BE SSTB 16 A.B. 10.00 3.25 0.15 101 0.302 4.27 0.170 0.76 1.079 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 15.50 0.15 151 0.200 18.80 0.170 17.36 0.093 PHD2 w/ DBL 2x POST Bt SSTB 16 A.B. 2.80 10.00 6.00 97 0.231 7.22 0.170 2.04 0.863 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Wind 10.00 4.00 97 0.231 4.81 0.170 0.91 0.977 PHD2 w/ DBL 2x POST 81 SSTB 16 A.B. 10.00 3.25 97 0.265 4.02 0.170 0.60 1.053 PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 10.00 15.50 142 0.185 17.95 0.170 13.61 0.280 PHD2 w/ DBL 2x POST BE SSTB 16 A.B. Horizontal Diaphragm Lengths at Stresses North Side South Side L10- Sill Plate Shear Anchorage for above wall line (feet) I (I1) (Feet) I (If) Bolt Dia. in.) Capacity (kips) Spacing 0.50 0.818 48 in o.c. Copywrite 1999 - Spyder Sof ire I 1 /01 /99 - Lateral Analysis - Johnson Res. - R.C.E. Job 99-145 Copywrite / 999 - Spyder Software • 11 Ist Level (UBCSecdon /6Jt7. /) 2nd Level (UBC Section /630.1) East - West Direction: Story Shear 5.96 kips Story Shear 2.39 kips W/ w x 8tA.B. 2nd p Max 1.00 p Max 1.00 Wall ine Lateral Wall Wall Wall Applied OTM Forces Applied Forces Resisting OTR7 Resistive Net Uplift Comments ID • Load Height I Length r i I I Stress Uniform Point OTM I Uniform Point I OTM Force I Used 100% of Tabulated Values See Noce (kips) (feet) I (feet) (plf) (klf) (kips) (foot -kips) (kif) (kips) (foot -kips) (kips) Simpson Products Copywrite / 999 - Spyder Software • 11 W/ w x 8tA.B. 2nd Seismic Level 8.00- 6.50 0.10 66 3.45 0.136 2.44 0.154 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 7.50 0.10 66 3.98 0.136 3.25 0.097 MST37 w/ PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 1.00 8.00 4.00 56 1.79 0.136 0.73 0.265 MST37 w/ PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. Wind 8.00 6.50 56 2.90 0.136 1.92 0.152 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 7.50 56 3.35 0.136 2.55 0.106 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses North Side South Side L11110- Sill Plate Shear Anchorage for above wall line (feet) (plo (feet)(pIn Bolt Dia. (in.) Capacity (kips) Spacing 1 0.50 0.818 48 in o.c. w w x P 8t SSTB 15 T.B. 2nd Seismic Level 8.00 4.00 0.09 61 1.96 0.136 0.92 0.258 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 3.25 0.09 61 1.59 0.136 0.61 0.302 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 5.00 0.09 61 2.45 0.136 1.45 0.200 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 3.25 0.09 61 1.59 0.136 0.61 0.302 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 1.00 8.00 4.00 52 1.65 0.136 0.73 0.231 MST37 w/ PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. Wind 8.00 4.00 52 1.65 0.136 0.73 0.231 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 3.25 52 1.34 0.136 0.48 0.265 MST37 w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. 8.00 5.00 52 2.06 0.136 1.13 0.185 MST37 w/ PHD2 w/ DBL 2x POST 8E SSTB 16 A.B. 8.00 3.25 52 1.34 0.136 0.48 0.265 MST37 _ w/ PHD2 w/ DBL 2x POST 8t SSTB 16 A.B. Horizontal Diaphragm Lengths 8t Stresses North Side South Side L1111- Sill Plate Shear Anchorage for above wall line (feel) I (If) feet) I (plf) Bolt Dia. in.) Capacity (kips) Spacing 0.50 0.818 48 in o.c. Copywrite / 999 - Spyder Software • 11 Q 3t" 11 -I1b fA i`P ToLI-vio� j-1-7-,4 ad cn ro5aw°� .J-,/ "OLI-17:- -Qe� di ,I o -d, E • 0 P �� WOOdWOrkS® Sizer _ SOFTWARE FOR WOOD DESIGN 91 Wood Works® Sizer 97d COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway #7, Chico, CA 95928 114548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral support: Top= Full Bottom= @Supports total length: 12.50 (ft) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure-psf, udl=plf, location=ft) >>Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Point 590 3.00 No 2 Live Point 1570 3.00 Yes 3 Dead Point 590 6.00 No 4 Live Point 1570 6.00 Yes 5 Dead Full Area 10 (12.00)' No 6 Dead Full Area 17 (14.00)* No 7 Constr. Full Area 16 (14.00)* Yes 8 Dead Point 590 9.00 No 9 Live Point 1570 9.00 Yes *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------- I 5.0 7.5 ft ---------- ---------------------------- Uplift 1 44 Dead 1 556 4454 1376 Live 1 1011 5728 1487 Total 1 1567 10182 2863 B.Length 1 1.0 4.7 1.3 ########################################################################### DESIGN SECTION: D Fir:L,_No.: 2; xfj4 @11.223 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear fv @d = 93 Fv' = 95 fv/Fv' = 0.98 Bending(+) fb = 593 Fb' = 875 fb/Fb' = 0.68 Bending(-) fb = 640 Fb' = 873 fb/Fb' = 0.73 Live Defl'n 0.03 = <L/999 0.25 - L/360 0.11 Total Defl'n 0.05 = <L/999 0.38 - L/240 0.14 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 875 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 6 Fb'-= 875 1.00 1.00 1.00 0.998 1.00 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 (CH 1.000) 2 Fcp'= 625 1.00 1.00 - E' 1.6 million 1.00 1.00 12 ADDITIONAL DATA Bending(+): LC# 6 = D+L (pattern: _L), M = 5258 lbs -ft Bending(-): LC# 2 = D+L, M - 5671 lbs -ft Shear : LC# 2 = D+L, V = 3313, V@d = 2923 lbs Deflection: LC#12 = D+L+C (pattern: X) Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. Nov. 18, 1999 11:20:02 9 • PC Woodworks® Sizer SOFTWARE FOR WOOD DESIGN B2 WoodWorks® Sizer 97d Nov. 18, 1999 11:24:04 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway #7, Chico, CA 95928 1 14548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral support: Top= Full Bottom= @Supports total length: 6.00 [ft) Load Combinations: ICBO-UBC INPUT LOADS (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ---------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Point 600 00 No 2 Live Point a 700 /3.00 Yes 3 Dead Full Area 10 (12.00)* No 4 Dead Full Area ti17 (14.00)* No 5 Constr. Full Area 16 (14.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I 6.0 ft I" " ---------- ------------------- Dead I 1402 1402 /l Live I 1522 1522 (� Total I 2924 2924 / 7 �� B.Length I 1.3� 1.3 J ########################################################################### DESIGN SECTION:D Fir=L;__No_.;2,-9x12 @ 9.352 p4: -f This section PASSES the design code check. K LF ########################################################################### ----------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ----------------------------------------------------------------- Criterion I Analysis value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 73 Fv' = 95 fv/Fv' = 0.76 Bending(+) fb = 829 Fb' = 962 fb/Fb' = 0.86 Live Defl'n 0.03 = <L/999 0.20 = L/360 0.15 Total Defl'n 0.06 = <L/999 0.30 = L/240 0.21 --------------------------------------------------------------------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- --------------------------------------------------------------------------- Fb'+= 875 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 3 --------------------------------------------------------------------------- --------------------------------------------------------------------------- ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 5103 lbs -ft Shear : LC# 2 = D+L, V = 2252, V@d = 1908 lbs Deflection: LC# 3 = D+L+C Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. F] WoodWorks® Sizer _ SOFTWARE FOR WOOD DESIGN B3 WoodWorks® Sizer 97d Nov. 18, 1999 11:24:14 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway 07, Chico, CA 95928 114548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams service: wet lateral support: Top= Full Bottom= @Supports total length: 1��00 [ft] Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl-plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------1-------------- I ----------------- I -----------------t---_---- 1 Dead Full Area 17 (2.00)* No 2 Constr. Full Area 16 (2.00)* Yes 3 Dead Full Area 11 (1.50)* No 4 Live Full Area 40 (1.50)* Yes 5 Wind Point 633 4.00 No 6 Dead Full Area 17 (12.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force -lbs, length=in) I 7.0 7.0 ft ---------- ---------------------------- Dead 1 688 2294 688 Live 1 339 966 282 Total i 1027 3261 970 B.Length I 1.0 2.7. 1.0 #####a#######a##aaaa##a##########a########a##a#aa######a#####a#a####a###### DESIGN SECTION: cD-Fir_L-, SS, 1�4-x M0 =@ 7.690 plf This section PASSES the design code check. #####a###a#a#a#a#aa#a#aa#########a#a#aa###################a#####a######aa## SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I ---------------- I ------------------I Shear fv @d = 54 Fv' = 87 fv/Fv' = 0.62 Bending(+) fb = 284 Fb' = 1326 fb/Fb' = 0.21 Bending(-) fb = 474 Fb' = 1322 fb/Fb' = 0.36 Live Defl'n 0.02 = <L/999 0.23 = L/360 0.08 Total Defl'n 0.05 = <L/999 0.35 = L/240 0.14 ----------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1300 1.00 0.85 1.00 1.000 1.20 1.000 1.00 1.00 9 Fb'-= 1300 1.00 0.85 1.00 0.997 1.20 1.000 1.00 1.00 2 Fv' = 90 1.00 0.97 1.00 (CH = 1.000) 2 Fcp'= 520 0.67 1.00 - E' = 1.4 million 0.90 1.00 4 ADDITIONAL DATA Bending(+): LC# 9 = D+L (pattern: L_), M = 1180 lbs -ft Bending(-): LCa 2 = D+L, M = 1973 lbs -ft Shear LC# 2 = D+L, V = 1410, V@d - 1161 lbs Deflection: LC# 4 - D+,75(L+C+W) Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B4 " WoodWorks® Sizer 97d Nov. 18, 1999 11:24:22 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway #7, Chico, CA 95928 114548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Glulam Simple service: wet lateral support: Top= Full Bottom= @Supports total length: 12.00 [ft) Load Combinations: ICBO-UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Point 300 3.00 No 2 Live Point 850 3.00 No 3 Dead Point 300 6.00 No 4 Live Point 850 6.00 No 5 Dead Point 300 9.00 No 6 Live Point 850 9.00 No 7 Dead Partial Area 17 (8.00)' 0.00 6.00 No 8 Dead Partial Area 17 (14.00)` 0.00 6.00 No 9 Constr. Partial Area 16 (14.00)' 0.00 6.00 No 10 Dead Point 750 6.00 No 11 Constr. Point 700 6.00 No 'Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) 12.0 ft I" ---------- ------------------- Dead 1 2568 1446 Live 1 2633 1961 Total 1 5201 3407 B.Length 1 4.8 3.2 DESIGN SECTION: VG West.DF, '24F=U4003:5125z4-315$ @10.020 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 161 Fv' = 208 fv/Fv' = 0.77 Bending(+) fb = 2125 Fb' = 2400 fb/Fb' = 0.89 Live Defl'n 0.23 = L/624 0.40 = L/360 0.58 Total Defl'n 0.52 = L/279 0.60 - L/240 0.86 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2400 1.25 0.80 1.00 1.000 1.00 1.000 1.00 1.00 3 Fv' = 190 1.25 0.88 1.00 3 Fcp'= 650 0.53 1.00. - E' = 1.8 million 0.83 1.00 3 ADDITIONAL DATA Bending(+): LC# 3 = D+L+C, M = 16812 lbs -ft Shear : LC# 3 = D+L+C, V = 5201, V@d = 4517 lbs Deflection: LC# 3 = D+L+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. GLULAM: The loading coefficient KL used in the calculation of Cv is assumed to be unity for all cases. This is conservative except where point loads occur at 1/3 points of a span (NDS Table 5.3.2). 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN 65 Wood Works® Sizer 97d Nov. 18, 1999 11:24:32 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway 07, Chico, CA 95928 114548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: Timber -soft service: wet lateral support: Top= Full Bottom= @Supports total length: 12.00 [ft] Load Combinations: ICBG -UBC INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 10 (4.50)' No 2 Live Full Area 60 (4.50)` Yes 'Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) I ---------- ------------------------------------- Dead 1 96 264 264 96 Live 1 486 1296 1296 486 Total 1 582 1560 1560 582 B.Length 1 1.0 1.0 1.0 1.0 ########################################################################### DESIGN SECTION: D.,Fir-L,- No, -k 6x12;@15.023 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------ Criterion I Analysis Value I Design Value I Analysis/Design I --------------I---------------- I----------------I------------------I Shear fv @d = 12 Fv' = 85 fv/Fv' = 0.14 Bending(+) fb = 51 Fb' = 1350 fb/Fb' = 0.04 Bending(-) fb = 59 Fb' = 1349 fb/Fb' = 0.04 Live Defl'n 0.00 = <L/999 0.13 = L/360 0.01 Total Defl'n 0.00 = <L/999 0.20 = L/240 0.01 FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1350 1.00 1.00 1.00 1.000 1.00 1.000 1.00 1.00 7 Fb'-= 1350 1.00 1.00 1.00 0.999 1.00 1.000 1.00 1.00 5 Fv' = 85 1.00 1.00 1.00 (CH = 1.000) 5 Fcp'- 625 0.67 1.00 - E' = 1.6 million 1.00 1.00 7 ADDITIONAL DATA Bending(+): LC# 7 = D+L (pattern: L L), M = 513 lbs -ft Bending(-): LC# 5 = D+L (pattern: LL-), M = 600 lbs -ft Shear : LC# 5 = D+L (pattern: LL-), V = 810, V@d = 494 lbs Deflection: LC# 7 = D+L (pattern: L_L) Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Continuous or Cantilevered Beams: NDS Clause 4.2.5.5 requires that normal grading provisions be extended to the middle 2/3 of 2 span beams and to the full length of cantilevers and other spans. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. a4-0 F WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN gg WoodWorks® Sizer 97d Nov. 18, 1999 11:24:40 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway #7, Chico, CA 95928 1 14548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral support: Top= Full Bottom= @Supports total length: 10.00 [ft) Load Combinations: ICBO-UBC ----------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< --------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Point 500 2.00 No 2 Constr. Point 300 2.00 Yes 3 Dead Point 500 6.00 No 4 Constr. Point 300 6.00 Yes -------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ---------------------------------- I 10.0 ft I ---------- ------------------- Dead I 638 438 Live I 360 240 Total I 998 678 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, SS, 4x10 @ 7.690 plf This section PASSES the design code check. ########################################################################### SECTION vs DESIGN CODE (stress=psi, deflection=in) ------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I ---------------- I ------------------I Shear fv @d = 46 Fv' = 112 fv/Fv' = 0.41 Bending(+) fb = 638 Fb' = 1950 fb/Fb' = 0.33 Live Defl'n 0.05 = <L/999 0.33 = L/360 0.15 Total Defl'n 0.18 = L/649 0.50 = L/240 0.37 ----------------------------------------------- ------ FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1300 1.25 Fv' = 90 1.25 Fcp'= 520 E' = 1.4 million -------------------- -------------------- ADDITIONAL DATA 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2' 1.00 1.00 (CH = 1.000) 2 1.00 1.00 - 1.00 1.00 2 --------------------------------------------------------------------------- --------------------------------------------------------------------------- Bending(+): LC# 2 = D+C, M = 2653 lbs -ft Shear : LC# 2 = D+C, V = 998, V@d = 993 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 9 • �� 57 F WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B7 Wood Works® Sizer 97d Nov. 18, 1999 11:24:48 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway #7, Chico, CA 95928 1 14548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral Support: Top= Full Bottom= @Supports total length: 14.00 (ft] Load Combinations: ICBO-UBC INPUT LOADS (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< ----------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 11 (3.00)* No 2 Live Full Area 40 (3.00)* Yes 3 Dead Full Area 10 (8.00)* No *Tributary Width (ft) MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) --------------------------------------------------------------------------- 1 14.0 ft I" ---------- ------------------- Dead I 856 856 Live I 840 840 Total 1 1696 1696 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, SS, 4x12 @ 9.352 plf This section PASSES the design code check. ########################################################################### SECTION vs. DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I --------------I----------------1----------------I------------------I Shear fv @d = 56 Fv' = 90 fv/Fv' = 0.62 Bending(+) fb = 965 Fb' = 1430 fb/Fb' = 0.67 Live Defl'n 0.18 = L/941 0.47 = L/360 0.38 Total Defl'n 0.45 = L/372 0.70 = L/240 0.64 --------------------------------------------------------------------------- --------------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 1300 1.00 1.00 1.00 1.000 1.10 1.000 1.00 1.00 Fv' = 90 1.00 1.00 1.00 (CH = 1.000) Fcp'= 520 1.00 1.00 E' = 1.4 million 1.00 1.00 -------------------------------------------------------------------- -------------------------------------------------------------------- ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 5938 lbs -ft Shear : LC# 2 = D+L, v = 1696, v@d = 1469 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) --------------------------------------------------------------------------- --------------------------------------------------------------------------- DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Cj1 Wood Works® Sizer 97d Nov. 18, 1999 11:28:16 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway #7, Chico, CA 95928 1 14548 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 894-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material 4xbeams • lateral support: Top= Full Bottom= @Supports total length: 14.75 [ftj slope: 18.4 (deg) Load Combinations: ICBO-UBC ---------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ----------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 6 (4.00)* No 2 Live Full Area 5 (4.00)* Yes *Tributary Width (ft) ------------------------------------ MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------� 19'.0 ft I " ---------- ------------------- Dead I 211 211 Live I 140 140 Total 1 351 351 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, SS, 4x6 @ 4.572 plf This section PASSES the design code check. ########################################################################### SECTION vs DESIGN CODE (stress=psi, deflection=in) --------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 24 Fv' = 90 fv/Fv' = 0.27 Bending(+) fb = 835 Fb' = 1690 fb/Fb' = 0.49 Live Defl'n 0.28 = L/626 0.49 = L/360 0.57 Total Defl'n 0.92 = L/192 0.98 = L/180 0.94 --------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# --------------------------------------------------------------------------- --------------------------------------------------------------------------- Fb'+= 1300 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 90 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 520 1.00 1.00 - E' = 1.4 million 1.00 1.00 2 ADDITIONAL DATA Bending(+): LC# 2 = D+L, M = 1228 lbs -ft Shear : LC# 2 = D+L, V = 333, V@d = 312 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln_Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. SLOPED BEAMS: level bearing is required for all sloped beams. Fj1 WOOdWOrkS® Sizer SOFTWARE FOR WOOD DESIGN COMPANY R. C. E. 336 Broadway #7, Chico, CA 95928 (530) 894-8801, fax (530) 894-8805 email: cj@r-c-e.com WoodWorks® Sizer 97d Nov. 18, 1999 11:32:24 PROJECT Johnson Residence 14548 Blackberry Rd. Forest Ranch, C APN: 063-250-041 R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material: 4xbeams lateral support: Top= Full Bottom= @Supports total length: 14.00 (ft] Load Combinations: ICBO-UBC --------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< -------------------------------------------- Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 11 (3.00)* No 2 Live Full Area 40 (3.00)* Yes *Tributary width (ft) --------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) --------- I 19.0 ft I" " ---------- ------------------- Dead 1 285 285 Live 1 840 840 Total 1 1125 1125 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 2, 9x10 @ 7.690 plf This section PASSES the design code check. ########################################################################### ----------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ------------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 46 Fv' = 95 fv/Fv' = 0.49 Bending(+) fb = 947 Fb' = 1050 fb/Fb' = 0.90 Live Defl'n 0.28 = L/598 0.47 = L/360 0.60 Total Defl'n 0.42 = L/396 0.70 = L/240 0.61 ---------------------------------------------------------------------- -- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ---------------------------------------- Fb'+= 875 1.00 1.00 1.00 1.000 1.20 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA -------------------- Bending(+): LC# 2 = D+L, M = 3937 lbs -ft Shear : LC# 2 = D+L, V = 1125, V@d = 1001 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow w=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: --------------------------------------------------------------------------- --------------------------------------------------------------------------- 1. Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN Cj1 Wood Works® Sizer 97d Nov. 18, 1999 11:32:40 COMPANY I PROJECT R. C. E. I Johnson Residence 336 Broadway #7, Chico, CA 95928 1 14598 Blackberry Rd. Forest Ranch, C (530) 894-8801, fax (530) 899-8805 1 APN: 063-250-041 email: cj@r-c-e.com I R. C. E. 99.145 DESIGN CHECK - NDS -1997 Beam DESIGN DATA: material 4xbeams lateral support: Top= Full Bottom= @Supports total length: 14.75 (ft] slope: 18.4 [deg] Load Combinations: ICBO-UBC -------------------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) »Self -weight automatically included<< ------------------------------------------ Load I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 6 (9.00)* No 2 Live Full Area 5 (9.00)* Yes *Tributary Width (ft) -------------------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�-------19.0 ft I^ ---------- ------------------- Dead I 211 211 Live I 140 140 Total I 351 351 B.Length I 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No. 2, 9x6 @ 4.572 plf This section PASSES the design code check. ########################################################################### ----------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 24 Fv' = 95 fv/Fv' = 0.26 Bending(+) fb = 835 Fb' = 1137 fb/Fb' = 0.73 Live Defl'n 0.25 = L/715 0.49 = L/360 0.50 Total Defl'n 0.81 = L/219 0.98 = L/180 0.82 --------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# ------------------------------------------------------- Fb'+= 875 1.00 1.00 1.00 1.000 1.30 1.000 1.00 1.00 2 Fv' = 95 1.00 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA ------------------ Bending(+) LC# 2 = D+L, M = 1228 lbs -ft Shear : LC# 2 = D+L, V = 333, V@d = 312 lbs Deflection: LC# 2 = D+L Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. 3. SLOPED BEAMS: level bearing is required for all sloped beams. WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN. Rr1 WoodWorks® Sizer 97d Nov. 18, 1999 11:32:52 COMPANY R. C. E. 336 Broadway #7, Chico, CA 95928 (530) 894-8801, fax (530) 894-8805 email: cj@r-c-e.com PROJECT Johnson Residence 14548 Blackberry Rd. Forest Ranch, C APN: 063-250-041 R. C. E. 99.145 DESIGN CHECK - NDS -1997 RoofJoist DESIGN DATA: ----------------------------------------- material: Lumber -soft @ 16.0 [in] spacing lateral support: Top= Full Bottom= @Supports total length: 15.64 [ft] slope: 26.5 [deg] repetitive factor: applied where permitted(refer to online help) Load Combinations: ICBO-UBC ----------------------------------------- INPUT LOADS: (force=lbs, pressure=psf, udl=plf, location=ft) >>Self -weight automatically included<< Load'I Type I Distribution I Magnitude I Location I Pattern I I I Start End I Start End I Load -----I--------I--------------I-----------------I-----------------I-------- 1 Dead Full Area 13 (16.0)* No 2 Constr. Full Area 16 (16.0)* Yes *Tributary Width (in) --------------------------------- MAXIMUM REACTIONS and BEARING LENGTHS (force=lbs, length=in) ----------�---- 19.0 ft I" ---------- ------------------- Dead 1 156 156 Live 1 149 149 Total 1 305 305 B.Length 1 1.0 1.0 ########################################################################### DESIGN SECTION: D.Fir-L, No.2, 2x8 @ 2.583 plf This section PASSES the design code check. ########################################################################### -------------------------------------- SECTION vs. DESIGN CODE (stress=psi, deflection=in) ----------------------------------------------------------------- Criterion I Analysis Value I Design Value I Analysis/Design I -------------- I ---------------- I----------------I------------------I Shear fv @d = 35 Fv' = 119 fv/Fv' = 0.29 Bending(+) fb = 975 Fb' = 1552 fb/Fb' = 0.63 Live Defl'n 0.30 = L/621 0.78 = L/240 0.39 Total Defl'n 0.77 = L/242 1.04 = L/180 0.74 ---------------------------------------------------------------------- FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# -------------------------------------------------------- Fb'+= 900 1.25 1.00 1.00 1.000 1.20 1.000 1.00 1.15 2 Fv' = 95 1.25 1.00 1.00 (CH = 1.000) 2 Fcp'= 625 1.00 1.00 - E' = 1.6 million 1.00 1.00 2 ADDITIONAL DATA --------------- Bending(+): LC# 2 = D+C, M = 1068 lbs -ft Shear : LC# 2 = D+C, V = 273, V@d = 252 lbs Deflection: LC# 2 = D+C Total Deflection = 1.50(Defln dead) + Defln Live. (D=dead L=live S=snow W=wind I=impact C=construction) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, =no pattern load in this span) DESIGN NOTES: Please verify that the default deflection limits are appropriate for your application. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. SLOPED BEAMS: level bearing is required for all sloped beams. • Foot2000 ver. 1.0, Copyright 1999 - Spyder Software 11/18/99 11:20:33 AM F1 Company Info I Project Info R. C. E. (Project: Johnson Res. 336 Broadway; Suite 7 (Location: 14548 Blackberry Rd. Chico, CA, 95928 1 Forest Ranch, CA Phone: (530) 894-8801 (Client: R. C. E. 99-145 Fax: (530) 894-8805 (Job No.: 99-145 E-mail: cj@r-c-e.com IFooting Id: F1 Beam 1 - at ends. FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.00 ksf Footing Width ...................................................... 2.00 ft. Footing Length ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress ............................................... 6.17 psi. Beam Shear Stress .................................................. .46 psi. Longitudinal Bottom Reinforcement Required for Strength............ .00 sq. in. Transverse Bottom Reinforcement Required for Strength .............. .00 sq. in. Gravity Only Soil Bearing .......................................... .79 ksf LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 1.40 0.00 0.00 Live Load k 1.50 0.00 0.00 d= 12.00" X W = 2.00' a - cover = 3.00" FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.00 ksf Footing Width ...................................................... 3.50 ft. FootingLength ..................................................... 3.50 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 11.09 psi. Beam Shear Stress .................................................. 2.21 psi. Longitudinal Bottom Reinforcement Required for Strength............ .12 sq. in. (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .12 sq. in. (1-#4) Gravity Only Soil Bearing .......................................... .93 ksf LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1AD + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.50 0.00 0.00 Live Load 5.80 0.00 0.00 d= 18.00" W = 3.50' As = 1-#4 Bars As = 1-#4 Bars Cover = 3.00" A 1.0, Copyright 1999 - Spyder Software 18/99 11:20:37 AM Foot2000 ver. Company Info I Project Info R. C. E. (Project: Johnson Res. 336 Broadway; Suite 7 ILocation: 14548 Blackberry Rd. Chico, CA, 95928 1 Forest Ranch, CA Phone: (530) 894-8801 (Client: R. C. E. 99-145 Fax: (530) 894-8805 (Job No.: 99-145 E-mail: cj@r-c-e.com (Footing Id: F2 Beam 1 - at middle. FOUNDATION PARAMETERS Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock ConcreteCover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi Column Size ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.00 ksf Footing Width ...................................................... 3.50 ft. FootingLength ..................................................... 3.50 ft. FootingDepth ...................................................... 18.00 in. Punching Shear Stress .............................................. 11.09 psi. Beam Shear Stress .................................................. 2.21 psi. Longitudinal Bottom Reinforcement Required for Strength............ .12 sq. in. (1-#4) Transverse Bottom Reinforcement Required for Strength .............. .12 sq. in. (1-#4) Gravity Only Soil Bearing .......................................... .93 ksf LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1AD + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 4.50 0.00 0.00 Live Load 5.80 0.00 0.00 d= 18.00" W = 3.50' As = 1-#4 Bars As = 1-#4 Bars Cover = 3.00" A Foot2000 ver. 1.0. Copyright 1999 - Spyder Software 11/18/99 11:20:42 AM Company Info R. C. E. 336 Broadway; Suite 7 Chico, CA, 95928 Phone: (530) 894-8801 Fax: (530) 894-8805 E-mail: cj@r-c-e.com Beam 3 FOUNDATION PARAMETERS I Project Info (Project: Johnson Res. (Location: 14548 Blackberry Rd. I Forest Ranch, CA (Client: R. C. E. 99-145 (Job No.: 99-145 (Footing Id: F3 Concrete Ultimate Compressive Strength, f'c........................ 2.00 ksi Concrete Type ...................................................... HardRock Concrete Cover ..................................................... 3.00 in. Steel Ultimate Strength, Fy........................................ 40.00 ksi ColumnSize ........................................................ 6.00 in. by 6.00 in. Gravity Only Soil Bearing Strength ................................. 1.00 ksf FootingWidth ...................................................... 2.00 ft. Footing Length ..................................................... 2.00 ft. FootingDepth ...................................................... 12.00 in. Punching Shear Stress .............................................. 6.68 psi. Beam Shear Stress .................................................. .50 psi. Longitudinal Bottom Reinforcement Required for Strength............ .00 sq. in. Transverse Bottom Reinforcement Required for Strength .............. .00 sq. in. Gravity Only Soil Bearing .......................................... .89 ksf LOADING PARAMETERS ACI LOAD CASES CONSIDERED: 1.4D + 1.7L UNFACTORED LOADS: Load Case FY, (kips) MX, (ft -kips) MZ, (ft -kips) Dead Load 2.30 0.00 0.00 Live Load 1.00 0.00 0.00 d= 12.00" X W = 2.00' Cover = 3.00" J'RNICE LEE C SIGN 315 WALL STREET, SUITE 4A. CHICO CA 95926 PHONE £r FAX: 530-892-1937 2/16/2000 RE: PARCEL NUMBER: 063-250-041 BUILDING PERMIT NUMBER: 99-2721, DEAR MARTHA: IN RESPONSE TO YOUR PLAN CHECK LETTER DATED DEC. 14. 1999, THE FOLLOWING ITEMS HAVE BEEN ADDRESSED: 1.) SCHOOL FEES WILL BE PAID PRIOR TO PERMIT BEING PULLED. 2.) EXPIRED PERMIT HAS BEEN TAKEN CARE OF. 3.) NORTH ARROW ON PLOT PLAN HAS BEEN CORRECTED TO COMPLY WITH COUNTY PARCEL MAPS. 9WIN HAVE BEEN LOCATED ON FLOOR PLAN. LD ON REAR WALL IN PLACE OF A DOW. BACK-UP HEATING SYSTEM WILL BE PROVIDED BY 2 WALL HEATFERS. THE 1St STORY UNIT IS LOCATED IN DINING ROOM. THE 2ND ST UNIT IS LOCATED IN THE UPSTAIRS HALLWAY. MANUFACTURER'S SP FICATIONS FOR ALL OF THESE UNITS ARE BEING SUBMITTED WITH IS PACKAGE. AN AUTOMATIC RELIEF VALVE IS LOCATED IN THE PSTAIRS HALLWAY AND NOTED ON THE FLOOR PLAN AND THE LECTRICAL PLAN. PIPE INSULATION IS ADDRESSED IN NOTE #17 ON PAGp1. NO RECIRCULATION SYSTEM IS PLANNED FOR THIS HOUSE. ��GrZN K4)1�� I HOPE THAT ALL OF THE ABOVE REVISIONS WILL SATISFY YOUR CONCERNS CONCERNING THIS PROJECT. PLEASE CONTACT ME IF YOU HAVE ANY QUESTIONS REGARDING THE REVISIONS OR OTHER MATTERS CONCERNING THIS PERMIT. THANK YOU MARTHA. SINCERELY, rICELEE DIMENSIONS: M FRONT VIEW- DOWNDRAFT XEl FRONT VIEW SIDEDRAFT 'r �M L A • BACK VIEW Model Number H Cabinet W D Duct Opening Location A B C E LocatiDraion F G Bottom Pan Depth Riser J K Service Krlock- put Y Electrical' Service Knock -Out M Pads No/Ht/Wd Blower wheepl� di/WdlShtt Belt Length BbSver • Effective Pullaw l Pad PI 015 Area D�a. s, in,) Weights' 9 Ship• Operat- In in ES330 28'%4 28 28 133/4 133/4 10 7',$ 14 41/4 3112 - See 13/23,23 2.4 1//_1'2::V, 45 614 1273 80 180 E0330 281/4 28 26 13'/n 133/4 4 71A 14 41A 31h 33/4 5'Pt 1'h 4,23/23 12%12!1/n 44 6?14 1697 90 190 ES430- 1 351/4 34 34 1 171', 173/4 113/4 81/a 17 544 3l? - 1 5112 1'12 3/30/28 1616.3/4 59 1 103/4 2202 135 308 ED430 351/4 34 34 1 173/ 173/- 4112 81.s 17 51/4 3'12 214 5'12 1'n 4/30/28 16.163/- 58 10.1/4 2936 145 318 ES630 d2'/4 37 37 193/4 193/4 12'/4 84§ 18112 6 3112 - 51 - 12 1 F 3/3 6/ 19i 16/44 68 133/4 3072 180 400 E0630 421/4 37 37 1 193/4 193/4 43/a 85/6 191/2 6 3112 33/4 5112 1'h 413 561 19/18Re 66 1 133/4 4096 190 410 SPECIFICATIONS: Model Number Certified Air Delivery CFM (euieteet per minute) Inches static pressure w.gb. (water gauge) Ind. Rating 0 .1 2 .3 .4 .52 Ind. Rating HP Electrical Scitica Pe ons Speed Phas Volts Amps' Watte3 Part no. Pump GPM Head (tt.) Bleed - off ES/E0330 3000 1900 1865 1825 1745 1620 1460 1 3000 1/e 1 0, 2 115 8.4 617 EP200A 2.45 5 2.4 ES/ED430 1 4000 3100 3020 2850 22625 2290 1900 4000 Y, 1 0,2 1 115 8.4 617 I EP200A 2.45 5 3.6 ES/ED430 4500 3600 3530 3350 3120 2860 2565 4500 112 1 or 1 115 9.6 730 EP200A 2.45 5 4.2 230 52 730 EP400A 2.45 5 4.2 ES/ED830 5500 4300 4000 3730 3500 3370 3280 5500 'h 2 1 115 9.6 730 EP200A 2.45 5 4.7 230 5.2 730 EP400A 2.45 5 4.7 ES/ED630 6500 4900 4610 4350 4080 3920 3880 6500 3A 1or2 1 115 11.8 930 EP200A 2.45 5 5.5 230 5.0 930 1 EP400A 2.45 5 5.5 1 In pounds. Sideldown discharggee weights shown. Shipping wel'ght is cabinet and carton. ACCO ' Hole for 1/2' electrlcel tiding. Drain is 3/4' mala hose thread. ° Water Knock out is clearance r 2 - UPC CODES: ED330 - 047906433303 ED430 - 047906434300 ED630 - 047906436304 ES330 - 047906423304 ES430 - 047906424301 ES630 - 047906426305 AT lc� irc "W" -i Aabb"tIna • 500 S. 15th Street • Phoenix, Arizona 85034 motor boxed separately. Not recommended Move .5. 3Blower motor (high speed) and pump. 1/4' tubing. Cooler Versatility / Our ducted, window model and portable coolers are suitable for installation on many types of living accommodations. leisure and workspacc areas. Select the model you prefer based on size of space to be cooled and t e mounting technique needed. Our evaporative coolers and components are designed and tested in accordance with one or more of the following standards or agencies: Air Delivery - Data published derived from tests conducted in accordance with AMC/- Ai M ( r ovement and Control Assoc.) Standard 210. Aspen Pads - Built to Federal Specification PP -E-911 for Type 1, Class A, Grade 4. Sealant • Water Immersion - per ASTM D870 • Flexibility - per ASTM D756 • Corrosion Resistance per ASTM BI 17 • Cycle Freeze/ haw - per ASTM C117. PO.LYBOND®•Corrosion Resistance - per ASTM 81 17 • Pencil Hardness - per ASTM D3363 - Adhesion - per ASTM D3359 • Impact Resistance - per ASTM D2794 • Flexibility - per ASTM D522 • Specular Gloss - per ASTM D523 • Surface Burning Characteristics of Building Materials (best rating) Per U/L 723 and ASTM E-84. Motor and Pamps - Recognized under the U/L component recognition program for the application - construction, thermal overload, running overload, and locked rotor protection. Polymeric Materials - Tested in accordance with U/L 94 and 746C. Covered by City of Los Angeles Research Reports RR930224 (for all single phase applications), Electrical, and RR8141 Mechanical. Since AdobeAir, Inc. follows a policy of continuous product improvement, it reserves the L900797A richt to chance decion and cnecificatinns without nrior notice or liability. qev ,"4 "F • rAA_M� t,_- 1rcr® ED330/430/630 ES330/430/630 Efficient and Effective Cooling. When you need to cool a home, condo- minium, manufactured housing or apartment complex, these reliable standard coolers are the low-cost alternative to expensive refrigerated air conditioning systems. Unlike air condition- ing systems that recirculate dry, stale air over and over, our evaporative coolers circulate clean, fresh air using as little as 1/4 of the electricity required for air conditioning. That's up to 75% savings in electric costs. We offer you a choice in our ducted line of coolers. With 3 side -discharge and 3 down - discharge models offering different cooling and horsepower capacities, you're assured of getting the exact cooling requirements for your job. And, with our aids and accessories, coolers can be mounted on roofs, set on pads, or hang on an outside wall. Remember, you can also add one of our coolers to an existing air conditioning system.. Our ducted coolers have an 8 -year limited warranty on cabinet bottom pan leakage due to rust -out which is backed by the industry leader with over 50 years of evaporative cooler manufacturing experience. Our ducted coolers are covered by City of Los Angeles Research Reports RR930224 (for all single phase appliications),.Electrical, and RR8141 Mechanical. Copies of these reports are available from the manufacturer upon request. Standard features CabIrgt resistant, heavy gauge galvanized steel, POM BOND® coated, welded, maintenance -free cabinet with reinforced corner posts for added strength. ©Protective FUtish Maur POLYBONDO exclusive mating, is an attractive, appliance type finish that protects the exterior and all parts contacting water to resist corrosion. This finish Is sd durable it is backed by an eight year lintited warranty against leakage due to rust out of bottom pan. Bottom Pan Me ORIGINAL sturdy deep drawn steel bottom pan with Plastisol seal makes for a leak -proof design. I I[Mor L recognized =Lot designed and tested specifically for use in evaporative coolers. special features Include mols- ttue resistant retor/stator with special winding and pro- tected switch mcdwnism. High torque and Isolated vibra. tion characteristics make it quiet and efficient. Mwgh ��. specially designed, one-piece POLYBONDVprotected water trough enhances evert water distribution and Is clog-fte. ISPad Frame Heavy duty, embossed pad frame for long life. Ducted Coolers ED330/430/630 ES330/430/630 MADE IN U.S.A. PUMP Ifthest quality pump in the industry. U.L recognized flame-oetardant plastic, designed to operate at the widest range of water Ievels in the industry Built-in bleed -off adapter and fine mesh fitter screen pwv mrs clogging. The pump shaft is encased in plastic to eliminate the possibility of corrosion. ONtatar Distribution Specially designed system for even water distribution is retained with corrosion resistant hot -doped galvanized steel retainer clips. OBlovmr Wheei Balanced blower wheel of heavy gauge galvanized steel, for quiet operation and maximum air flow sturdy shaft flas firmly Into keyed pulley Brower Support Bar e, heavy gauge blower support bar.. y Access Pad Frances (ITrosien resistant, spring -sled snap latch system ® Float Valve Adjustable float vale with Celcon seat and Buena -N plunger designed for most effhctent operation. ®Bwed•oM Kit Too ensure consistent performance, every tutit has a bleed - off kit included. Owl" System operating drier system tested for long I& unction Bou dory installed, plug-in Junction box contienienty located for easy access. Ali components are U.L recognized and the junction box is approved by the City of Los Angeles. r) f S _r- Monterey SRO ,Top -Vent Home Furnaces rM�A�'-. r, Btu/hr InputOutput Rating .. Btu/hrI: Rating Thermal Efficiency % y ,- AFUE % •. �,b. ?� w x� . _ Dimensions H x W x D -. ,.:ir. tiir 4: <r .:., Gas Connectio �,�.•. a. yrype of Control X�LLaber Ship Weight Natural Propane MONTEREY SRO HOME FURNACES 3144030** 9.2 31,400 23,600 207 253 2509612' • 2509611 25,000 ' 19,350 77 71 653/4" x 16" x 6" 1/2" Built -In 86 lbs. 2509622 2509621 25;000 19,350 77 71 653/4" x 16" x 6" 1/2" Millivolt Wall 86 lbs. 3509612 11 ` '35,000 25,930 74 69 653/4" x 16" x 6" 1/2" Built -In 88 lbs. k3 622 * 13509621 .35,000 25,930 74 69 653/4" x 16" s6" 1/2" Millivolt Wall 88 dbs. MONTERE HOME FURNACES DUAL SIDED 50096125009611 j 50,000 1 38,500 1 77 69 65z'A" 16" x 6" 1/2" Built -In 137 lbs. 5009622 5009621 , ;j 50,000 , 38,500'1 77 69 6534"x 16" x 6" 1/2" Millivolt Wall' 137 lbs. MAGNUM PLUS HOME FURNACE EQUIPPED WITH CROSSFLOW BLOWER 3509922 - 35,000-1 27,400 1 78 1 72 67" x 16" x 11" 1/2" Millivolt Wall 1 115 lbs. Auu,;uuu I Tor f Ireolace-m-a-t-urnace IOOK z ELECTRIC COUNTERFLOW Model No KW • . Input — 'Btu/hr•Output Minimum Voltage Maxi m Vol age 'Dimensions H X W X D CFM 115V Amps Type of ''Shipping Control Weight At 240V At 208V 3144030** 9.2 31,400 23,600 207 253 721/2' x 141/8" x 7" 375 40 24V Wall ' 60 lbs. CF I ance or Increase al ow5 shipping weight 11 lbs. ' Contemporary 'Finish All models have a light, powder -coat scratch --resistant finish to blend wit an or. •' Not available in Canada. Includes lint -free, patented blower ACCESSORIES .Blower.. Complete with on/off switch,for• operation. Improves circulation of " ^^ warm air and reduces temperature. differences in the room Model 2901;'shipping weight 9 lbs Two'Blowers may be used.o_n 50;000'` Btu/hr,models -Deluxe Deluxe Blower M h d f ; d 'rfl 12 Cr Single and Dual Heating Outlets Ems Top View Dual 1.15v OUTLET 50,000 Btu/hr •FOR OPTIONAL -BLOWER 4%" Min. 5%" Max. Panel Top View Single 25,000 & 35,000 Btu/hr Vent 4ya" Min. _Ll /, 53/e" Max. AWM IF ^-16" 61 - Panel I 2" x 4" Plate / 5"Acacia Street • Colton, CA 92324 • USA (909) 825-0993 Fax (909) 370-0581 or (909) 824-8009 °1999 Williams Furnace Company B -W VENT PLASTER TO TOP OF HEADER PLASTERGROUW REAR REGISTER MODELS ONLY PLASTERGROUND 45" 4 2" x 4" Studs 16" cc Rear-Ou#let `Register Chain -operated -damper with register flush on rear wall, adjusts:amount of ,heat delivered through rear. register. Model 6901' is for use with Wonterey models. Order=Model 6501 for the Electric modeL:Shipping weight .7'Ibs. (FreeStanding Kit Allows single -sided furnaces 'to be surface mounted instead of recessed.: Ideal for remodeling in existing,_rriasonry wall construction or when studding is substandard.^Model 4901, shipping weight 24+Ibs.�Model 4900 does not include vent cover or rails above :furnace, shipping weight 11 lbs. Free Standing Xits nottfor-use withZlectric model. Oval Vent Starter Sit Contains starter+hold down,Plate, oval -to - round -adapter and two pieces of oval pipe. Model 9901, 'shipping weight 9 lbs. Conversion =Kits Available Recommended Minimum Clearances Monterey Models • 4" to intersecting wall A • 16" from top of appliance to ceiling • Clearance requirements �^ may vary by area Printed in U.S.A. IMPORTANT • Read owner's manual before using. • 'Photographs are representative only. • Specify: propane or natural gas when ordering. • Check local codes and ordinances for permitted uses. • Consult installation manual •for clearances prior to installation. • We reserve the right to amend product specifications without notice. • Installation and servicing recommended by a qualified service person. • Please read the warranty for any limitations or disclaimers. Combustion chamber carries a ten-year limited warranty. All other parts carry a one-year limited warranty. • Venting must comply with the "Venting and Chimney Requirements" section of installation manual. All -Rights,Reserved L1073 7/99 • • • Select from the leaders in combining high -efficiency home comfort with lower heating costs! Value -for -money priced models with energy and money -saving operating costs. Easy recessed or surface -mounted installa- tion in homes, schools, cabins, apartments, offices and shops. Fireplace -in -a -Furnace An attractive innovation that captures the essence of the traditional fireplace and combines it with the convenience of 35,000 Btu/hr modern gas home heating. S: I Dual -Wall Top Vent This high efficiency 50,000 Btu/hr dual -wall model, with patented energy maximizing side - relief draft hood openings, will heat two or more rooms, quickly and economically. For additional money -saving efficiency install our optional blower. Electric Home Heater (Not shown_) For those areas where natural or propane gas is either difficult to get or is not convenient to install, we offer our automatic thermostat controlled Electric Home Heater. It provides low-cost, floor -to -ceiling comfort (31,400 Btu/hr) and is ideal for basements and room additions. Design Features: (Gas models only) ❑ Patented, side -relief opening draft hood design reduces flue gas temperature to minimize normal heat loss C-1 Millivolt wall or built-in thermostat included ❑ "Matchless" pilot igniter C] Comes ready for easy installation U No electricity required Li Uses natural or propane gas -`J�^ `LL•. Sir .1 Fireplace -in -a -Furnace An attractive innovation that captures the essence of the traditional fireplace and combines it with the convenience of 35,000 Btu/hr modern gas home heating. S: I Dual -Wall Top Vent This high efficiency 50,000 Btu/hr dual -wall model, with patented energy maximizing side - relief draft hood openings, will heat two or more rooms, quickly and economically. For additional money -saving efficiency install our optional blower. Electric Home Heater (Not shown_) For those areas where natural or propane gas is either difficult to get or is not convenient to install, we offer our automatic thermostat controlled Electric Home Heater. It provides low-cost, floor -to -ceiling comfort (31,400 Btu/hr) and is ideal for basements and room additions. Design Features: (Gas models only) ❑ Patented, side -relief opening draft hood design reduces flue gas temperature to minimize normal heat loss C-1 Millivolt wall or built-in thermostat included ❑ "Matchless" pilot igniter C] Comes ready for easy installation U No electricity required Li Uses natural or propane gas December 14, 1999 Phil Johnson 382 East 4th Street Chico, CA 95928 •. 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 ` (530) 538-7541 (530) 538-2140 FAX Parcel Number: 063-250-041 Building Permit Number: 99-2721 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, •specification, or calculation shows the requested information. Your complete and clear response will expidate. the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Enclosedis your school fee form. Pay any required fees at district offices and return yellow copy to the building department. leThere appears to be an expired permit in your building file. You must reapply for a permit to finish the exixting structure before this permit can be issued. North arrow as indicated on your plot plan is in correct. Please see county parcel maps for correct siting. Revise energy calcs for correct orientation. (5lease provide the following items, energy plan check cannot be made until these items are recieved: Provide location of heating and cooling units. Provide manufacturer's specifications for both FAU and evaporative cooler. FAU must be designed to provide all of the design heating loads and ducts must be provided for the FAU. The evatorative cooler must be permanently installed and must have CFM/SF of 3.2. Provide automatic relief venting required for the evaporative cooler. Show all requirements for pipe insulation distribution system directly on the plans. Are you planning a recirculation system for the hot water? If so these requirements must also be on the plans. /Plans are in linup for structural review. I will contact both you, your designer and engineer if there are corrections or revisions required per this review. Plan check will continue upon reciept of all of the above items. Additional items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely- 4j Mart to Ily Plans Examiner cc: Janice Lee Charles Roberts APPLICANT: OWNER: PERMIT #: A. P. #: WORK DESC DATE P C' -ECT PROCESSING RFCOR.D - 2,�;;o -, ;ON: DESCRIPTION OF STEP I DRAFT COPY ��T rF Y 0 0 RESIDENTIAL -PLAN 0 0 REVIEW GUIDE 0 Tom::!- _ - 0 SINGLE FAMILY, DUP.LEXAAD ; O MISCELLANEO ZTS ONLY Owner: ©hYI s0►'1 Building Permit Number: Plans Examiner: PUO A. P. Number: GENERAL: ,'.. Zoning requirements — (number of permitted living units). 2. Building permit valuation. iY Plans signed by the designer. .4! Proper description of work on the application. 'Existing violations on the property.i✓e Cf rtr/Y/� �- Recorded notice of violation. , PLOT PLAN: ,1! Complete parcel size and dimensions. 2'. Setbacks, side yard, easements, etc. g'yl /3' Other buildings or structures. Grading, fills and/or diainage. X Flood hazard. 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). �7' FAU & FAS road setback. A' .Building or utilities across lot lines (record form). FLOOR PLAN: ,1! Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). ,aEgress windows (Uniform Building Code section 310.4). ,4' Skylights (Uniform Building Code section 2409 & 2603.7). ,,5"' Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). 7. GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). %QC6471" 9. Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation - re5uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). _-Y. Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). J-1- Smoke detectors (Uniform Building Code section 310.9.1). 1-3'. Water closet clearances (Uniform Plumbing Code 408.5). X. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 DRAFT COPY TRUCTURAL DETAILS: Conventional construction — Unusually shaped uildings (Uniform Building Code section 2320.5.4). 2. Standard bracing or engineered design (Uniform Building Code section 2320.11.3). Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. �. Foundation plan complete enough to construct building. . Floor construction details complete enough to construct building. Elevations arid wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. A -1 -Garage door header size(s). 2. Porch header size(s). Stud heights. ,'Expansive soil — special foundation design required. ,15 -'Retaining walls requiring design. 16. Special Inspection requirements. 17. Header sizes. 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: �1! Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). x Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). A"' Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). ,.6' Roof covering type — (fire hazard). /7.: Foam insulation — protection. ,e, 36" halls and stairways (Uniform Building Code section 1004.3.3.2). J9' Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). ,M'. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). X Attic access and ventilation (Uniform Building Code section, 1505). ,2' Combustion air for fuel burning appliances — LPG requirements. Sound requirements. l ����� s , 4. Energy design compliance and Supporting documentation. 0 ��'� ��1GU�7li`e 15. Flashing at all exterior openings. CG_�7``�. 6 CDF responsible area requirements. (J 17. Building Permit requirements: 17.1 SRA. O,�� (�i� 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. �n 17.4. Special Inspection requirements. u. (cj70-n 17.5. Use Permit conditions. �� 17.6. Sub -Standard Housing letter. �e D"rrat (fvap COoler %c. re I, e/' c%.ci Page 2 of 2 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNERS If Q�T, A.P. NAME: Y1SC11 �l` 1 i�i:IS NUMBER: PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: TM /UFLOOD ZONE: X - FLOOD MAP: Z APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: PARCEL CREATION BY DEEDS YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: MAP INFORMATION: OR MAP k DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO DATE OF RECORDING S'gjjj, �U . /9, G LOT BOOK X03 PAGE 8Z COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. Y 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a s�ia� ft. leachfield setback from Q C HI Cd C/d ez-17C 6. Pay water tender fees in the amount of $ to Battalion Number V7. Meet the Fire Safe Regulations of Butte County and P.R.C.. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. of the Butte County Fire Department. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Pdyment to be made to Me P/annkg Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person wouldrthen be able to assess the site significance and suggest appropriate mitigation measures. X 21. t/L^✓ UfL/Y�riLN SH'Wa6d n�syaJAc ARtsra S/t�✓� v..� I��/•t 22 23 24, 25 26 "AIO 1NWM013A30 4Ntl1 311f1810 A1Nf100 9661 + Z d3S MAMMA CAWP51 \FORMS.K\BLDGPERM.CLR RESIDENTIAL 5 063-250-041 PERMIT#96'2133 JOH SON, Phil & Dennis Blackberry Rd.,Forest Ranch New Pri Det Garage/Shop i r: a r t: OFFICE COPY r Address GAS Meter By Date ELECTRIC Meter By Date -";r ; JOB FINALED (Date) _°i_//6 Signature V=OK O = Not OK lNoottReadyyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water, location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / / L'ft. / /Nat. or/ /"L°ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Cana B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Vahe-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. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC OVERS, CARPORTS, GARAGES(Plans) OK except'#'s . Z equirements-Setbacks-Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4-W66d Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures ; Shthg-Roofing Date ` WI 6 Card 121-1( ate Card B-1 Date Iy Cr P Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesNfVater Supply Test Date Card B-1 Date Card B-1 Date a Card B-1 Date Card B-1 OK✓= O = Not No OK RESIDENTIAL (Single & Duplex) = Not Applicable Not Ready Date 46. ,UNDERFLOOR (Plans) OK except #'s 47. oning-Setbacks-Easments-Food-�e . Ftg., Main; Soils-Elec. Gmd.-/ / Ftg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ PFtg. Depth 50. Porches & Decks; Soils -Steel-/ P Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped 6. walls, Garage; Steel-Blockouts4Nrapped Waoo"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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle Ext Steps -Door & Sidelight Protection -Landings 18. Water Pipe; Test & Anchor -Nail Protection Smoke Detector 19. D.W.V.; Test Fittings & Anchor -Nail Protection Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 20. Shower Pan; Test, First Floor -Tub Access Bedroom Exiting 21. Test Tub & Shower, Second Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 22. Gas Pipe; Sixe & Anchors Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 23. Fixture & Transformer Clearance -Ins. Protection Elec. Outlets & Recepticales at Kit. Counter 24. Elec. Receptacles Spacing -Lights & Switches at Doors Garage Fire Door; Swing -Landing -Closure 25. Size Boxes & No. of Conductors Stapled A.C. Duct in Garage -Damper 26. Romex Installed Close to Edge of Studs & C.J. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water Plb., Elec. & Mech. Equip. Listed for Location 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Elec. Receptacles in Garage (G.F.I.)-Romex Protection 29. SLbfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Insulation -Foam -Looked in Attic 30. Ran;:e Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulat_d Neutral 0 Yes 0 No Guard rails & Deck Construction -Post Caps 31. Service -Riser Conductors & Ground -Main Disconect Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 32. Equip. Clearances Panels-Motors-Mech. Epuip. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card 8-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throught House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Plans) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date 46. FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-RfV. Ties-Purlin-roff Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 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 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 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. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE 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. _ E7 .Y 4 Y}wi .P J� Y 4 Date t / Inspectork/ REV 10/92 4 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 JL1 s� �3 OWNE 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, p4se/1contac his office immediately. COUNTY OF BUTTE E BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 -County Center Drive, Oroville, CA - (916) 538-7541 Y " 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMII-NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above a ress and should be corrected. Please notify this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, please ontac this office immediately. GREGORY A. PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E'. CHICO, CA 95926. (916) 894-5719 7 3- JJ�SO 4:��Vwp - 41 1" e-, W CoCp Ts em- cc�� R Y 4• No. C 21333 to molsuIQ omamna A.Lkdoo 7, una L661 £ 7 Nvi' OWED" F� " GREGORY A. PEITZ ARCHITECT 1907 MANGROVE AVENUE, SUITE "E". CHICO, CA 95926. (916) 894-5719 PS73 97 /=:�f / i6l't L -z So L-1 � 1 e Co Cp , i s a ����- �l �e. a s a.* a KOISUla omamag �.txno� aztne 2661 E 7 Nal' X5, SARC,y�r� ��.t Y 4. A Pio. C 21393 �r REN. f� � s GREGORY A. PEITZ ARCHITECT a 1907 MANGROVE AVENUE, SUITE "E". CHICO, CA 95926. (916) 894-5719 >r23.97 SO ►-� /�rj , cl `5 ez / k k***'? " 6 47 e-, �/ Cv �p , is a c ce. fit �`°/ ` NOISuia omamna AlKnoa Hung L661 6 7 Nal' AIR? Plo. C 21283 fir Ire. , V COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ' 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. .� APPLICATION AND PERMIT 914- �21 -,--3� ASSESSOR PARCEL NUMBER 063-250-041 ZONING TM10 BUILDING PERMIT OWNER PHIL & DENNIS JOHNSON 7 TELEPHONE 899-9164 SO. FT. OCC. BUILDING VALUATION 832 U 14,976 OWNERS MAILING ADDRESS / 382 E 4TH ST � � l C o 184 C 2,392 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ 17,368 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 189.00 ARCHITECT OR ENGINEER GREG PETTZ LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 1907 MANGROVE STE Z, CHICO Penalty $ BUILDING ADDRESS 'f �l ACKBERRYPLUMBINGPERMIT PERMITFEE $ 331.851 Filing Fee 20.00 Each Trap 7,00 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 15.00 USE OF STRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.00 TYPE OF WORK New [X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 11 Describe Work: GARAGE —SHOP Mobile Home I S I G .W 1 920.00 PERMITFEE 57.00 g Contractor ELECTRICAL PERMIT Filinq Fee 20:00 Main ServiceOOOV OR LESS ( zooA OR IEss) 23.00 23.00 Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 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, SII do the work, and the structure is not intended or offered for sale. U-1 as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR SO. OR ADDNS. ( 8 ACC. BLDS. ) 3.50 FT. 29.12 NEW CONST.MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( 8 POSINGLEWER APPARATOUTLET sUS ) Ex. Occup. (OUTLET OR FIXTURES ) @ 1.00 BAl 0 .5050 Ex. Occup. (oFIXED PLNS..JOR ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE _ 79-19 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 workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation Of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in ny manner so as to become subject to workers' compensation a rnia, and agree that if I should become subject to the work atio provisions of section 3700 of the Labor Code, I shall fo wi y wit ose provisions. 4 X -� Date 91 I I __ Si tura A 1 nt wner ❑ Contractor ❑ Agent An OSHA p I Is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee Is OCC CONST. TYPE TOTAL FEE $ 460.97 HAZ. D. FEES IM FLOOD COF L D ISS This permit is hereby Issued under the ap le provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY ate PERMITEXPIRESON I (Date) Receipt No. 206153 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT AYE.H.USEPlotPisaAttwW FloorPlanAt utW SeattoB.D.TO: '` Building Department� FROM: Environmental Health SUBJECT: Sanitation Clearance TA �jb 4 0Aam , caner Location AP1� Plan Approved for: Sewage Disposal Water Supply: Public Private Well X' Clearance for . Other d a Hold final for: Final clearance O.K. for: Environmental 8/92 11N COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION . 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER L o. U `i.h-�4"r PQN�3" •��0 �� Proposed Building Use Building Inspectory.+"' Date F-7 sy -, .4 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 . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ . ................ . 11. Impact fees as shown on attached schedule - California --T2. California Department of Forestry plan approval/fes .. ql lood elevation letter (100 year flgg��d y California neer. .. Sanitation and plot plan approvaF= / 6C --L Health Department. City of Chico plumbing permit . ........................................ 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ......... 11 Contact Land Development about (A) Improvements (B) Drainage. . Driveway permit (construction approval required prior to occupancy). .. _ 20. Pre -inspection for required. .. o B�°,d Inspector 21. Contractor's license information. (No., Name Style, Classification). ........... 22. Certificate of Workmans Compensation Insurance . .......................... f. 23. Owner -Builder Verification (Given to owner , Mail to owner X24. Recorded copy of Agricultural Acknowledgement Statement . .................. ! 25. Letter of signature authorization. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 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. Wheryyou issue the p r it prgc s as follows: Mail to owner. _ M * ractor. ✓✓ Telephon - �b and hold for pickup at Deliver with inspector. Other Parcel Creation Acreage Applicant Date V Copy of Haz-Mat form sent Health Dept. Fire Dept. Air ollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. IJ 2. Additional items required: T-��- �/m Contractor, designer, owner was advised of above required data by phone _ mail Counter by G Date Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Plans checked by Date Plans approved by a (&& o N 5 -bate 10 -2 16 Sets of plans on hold in File cabinet AP folder \ Copy.- Department of Public Works f Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. . Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the majorlab and materials for construction of the proposed property improvement: YES[r NO[ I. 2. I HAVE[ i. -I HAVE NOT[ ] signed an application for a building permit for the proposed work- 3. ork3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate,,. supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: ` CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide'the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: S� �' 4 9 T Z 2,1 DATE: Il f 9-( NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourseX you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the ' entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance Com, and unemployment compensation contributions. 0 There may be financial risks for you if you ,do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance, 0 For more specific information about your obligations under Federal Law, contract -the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit. erroneously implying that the property owner is providing his or her own labor and material , personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinc�rel Michail C. Vick. C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER September 30, 1996 Glen Gibbons Butte County Building Division 7 County Center Drive Oroville, CA 95965 Dear Glen: Philip Johnson 382 E. 4th Street Chico, CA 95928 893-3222 I coo" Or auTre BUILD'Wl- DEPT O C t 02 1996 This letter concerns the shop building proposed on APN # 063-250-041 by Philip and Deanna Johnson. In response to the counties concern about possible alternate use of this structure, we state that it is not our intention to make this a secondary living unit (rental unit), or to utilize it as a living quarter when the house is built. Philip T 9/30/96 Deanna L. Johnson r • TO: Building Department FROM: Environmental Health. SUBJECT: Sanitation Clearance A Owner Lova ' Plan Approved for: Sewage Disposal Water Supply: Public Clearance for bedroom uigWhome. Other Hold final for: Final clearance O.K. for: Specialist 8/92 B.H. USE RMLY Plot Phn AMWbad Sm Phn Mt cbad Sem to B.D. / L-3 - 6Zs- V AP# Private Well Date Z Y' APPROVED Butte County :nvironmental Health --'k d5----- ------- Sig 3 yL r R57 5-T y T `� el r: AA � t IPA WN a 6A shop \ ..d ` Well APPROVED . Butte County / .• Environmental Health . __ /� _ toff __� - •�a Access to Crowrt No1n! Rood per `. ateQY . J 2509 O.R. 672 and 2371 O.R. 467 • _ Sinnatu ,. � 9, old afciihNse v►pa/ Duch l�tl� �j Co►. }ro I10 J road wRY ' / .Slope / Qr A /