Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
061-490-039
;{Si + j j `i.,.. ; ,.. ',t. t: t, ' {'• �i' +: i. �j, f .0ue• c` 061-490-039 d LAND DEVELOPMENT SHEET 7 r 061490-039 99-1735 MOORE, Pat 300 Ratchel Mt. Road, Berry Creek Contr: Better Builders New Single Family Dwelling VA r ... ii ' i }*i i' r u�;�� r � � ,� t `, • E .. '� .4t r `r k^ � .., e + +. �.�' - ^ q: ' .�5. �u RSt i' t1;t. E' _- �"', t rr��' !� _ .. r: .. , . r, i ,� '. {C�s .i+}� +: i + +�r •1 c 1 +k �' a'' ;.... +i}I _ ��.�}}is q a r i i'+ �3r} ° ? fi �'y i C• E r* �" % �' "1i ,.:r i S` �� l+i�,.. .e -+i. t ,• .i..: C .. .:2 hix T ... Y f • ' t#'.i {lt��tit f(' S � '�_ t Y; , i i ,# �»�".i� !�:.r�l '�t - - t Si..f .;.r t ��1 j!4� ,: i { r M7t� {f ... J,i H�Y�iy c., ` , G,tt xrr t r` t F 4 _ _" '4 L A N D O F N AT U RA L W EA L T H A N D 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 # 99-1735 Expiration Date: 10-13-00 A.P.# 061-490-039 PAT MOORE, 300 RATCHEL MT RD, BERRY CREEK 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: [ X] 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 copies 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 OROVILLE office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC: BETTER BUILDERS Chico Office - 411 Main Street, Chico / 891-2751 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA 9 (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE' OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, plyij�.Ati�qris o immediately. — I - . T-4 I Date 7= Inspector t REV 10/92 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 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the t above address and should be corrected. Please notice this office when correction of work is completed. If ou,have any questions pertaining to this matter, or need additional explanation, `-7 please co ct tis office immediately. 4 4-- a4=13 ,neo .,ti-- "c 4.... Z nC s r 421, i JZA _ Inspector REV 110/92 �t •-• '+f"'-' -r .-.---r-�-w...-�.�,.�, r+>.^-+watNi' F✓i�. �'�.-s,^C +��5",�a"�" .ss�.-i+�R l�i"t11j COUNTY OF BUTTE w BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES U 411 Main Street • Chico, CA • (530) 891-2751 -- 7 County Center Drive • Oroville, CA • (530).538-7541 CORRECTION NOTICE - : OWNER P RMIT 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 yqu'have any questions pertaining to this matter, or need additional explanation, k please cont ct this office immediately. I _/ ' 4 f _- Date66 Inspector�/¢""� REV 42' ��....: .gam, ... E, s �'y�.-y=.Y�..,..-:mac--�.c�...o,r-�-�e•^w -r+r F` COUNTY OF BUTTE w. BUILDING DIVISION! DEPARTMENT OF DEVELOPMENT SERVICES r' 411 Main Street • Chico, CA • 530 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE =. / -_OWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. a7 M1 // i.I J e�- 7�> L Date Inspector-" d REV 1Z2 r :Sw�r:�'11,tri.i,�'6�;/�Y1�3�'^iGc.+�R-+"s:,�'��rw�•=. .r::►-...i:�.t.:.�:; +4. . �-�ti;=��.:,�•n COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. sett ' A routine inspection indicates that the following violations of butte county Ordinances exist at the .,s above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, /please contact'fhis office immediately. Date G Inspector REV/92 T— ✓ � J�G[w r �-�� LOERKE INSULATION CO., INS"% ; " INSULATION CERTIFICATE 300 Ratchel Mtn. Dr. um er andSrt eet C Coin S�bdivi, ion Lot -lumber DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches) 13" Loose Fill Type Fiberglass Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) R38 Brand Name Johns Manville Contractor/s min. installed weight/ft sq. lb. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 6.5„ 4. RAISED FLOOR Material Fiberalass Batts Thickness (inches) 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches.) 6. FOUNDATION WALL Material Thickness (inches)-- .DECLARATION inches.DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name _<Johns Manville Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO;, INC. Item #s igna ure, a eInstal inCoSubcontractor (Co. Name r JAN 2 7 2000 General ntractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor Co. Name Or General Contractor (Co. ame) Or Owner Item #s Signature, Date Installing Subcontractor_ (Co. Name),0 General Contractor".'(Co: Name) 'Or:,Nnr r. _, CERiIFICATE OF y�\,\)TE OF TIA48e ? o z Al o i ID •LICENSEE =CONFORMANCE /HE UNDERSIGNED MA NUFA C TURER HEREB Y CER TIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME: JOB LOCATION: RPddi ng.i EA CUSTOMER'S ORDER NO. 14167 DATE 5/7/87 MFGR'S ORDER NO 13766 Members have also been manufactured to the more restrictive provisions o f P.S. 56-73. t SIGNATURE % COMPANY Riddle Laminators TITLE OtIality Control ADDRESS Riddle, OR DATE 5/20/87 A/TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 3 712 2 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION R�CE�VE� MAY �,'. 1981 KT3I ro BR. SA1 ES © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION Dui 2,3 lay Z 1.32 �,3z -Z� 19c Ids 4 -LL ,i ,, L;eSVY�ff l .wit SSD Lt e- y 640 L_S1L wn ~`?rICHAEL MOONEY VIL ENGINEER RCE 20647 EXPIRES 9-30-01 OROVILLE, CA 95966 Date: 01/24/00 Paae: 2 GENERAL TIMBER BEAM DESIGN p O IT V M BEAM DATA M SPAN DATA Timber Section End Fixity Pin:Pin Center Span - 11.88 ft Beam Width - 3.500 in Elastic Modulus 2000000 psi Left Cantilever - 0.00 ft Beam Depth - 16.00 in Beam Density 35.0 pcf Right Cantilever - 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor - 1.25 UNBRACED LENGTHS Fb - Bending - 2900 psi Beam Wt. is Added to Loads Le : Center Span - 2.00 ft Fv - Shear = 290 psi End Shear Calc'd at Support Le Left Cant. _ 0.00 ft Fc Bearing = 750 psi 0 Le : Right Cant. = 0.00 ft APPLIED LOADS Uniform Load @ Center Span: DL - 271.0 plf LL - 123.0 plf Point Load: LL - -1320.0 $ at 0.25 ft Point Load: LL - 1320.0 $ at 3.88 ft Point Load: LL - -1320.0 # at -8.06 ft SUMMARY USING 3.500 x 16.000 Beam. Bending - 17.52%. Shear - 14.24% Max. Pos Man @ 3.89 ft - 7.90 k -ft Shear: Max. @ Left 1.69 k Reactions... DL Maximum Max. Neg Mom @ 11.87 ft - 0.00 k -ft ....used for dsgn - 2.53 k Left 1.69 k 1.59 k Max @ Left 0.00 k -ft ....Area Req'd - 6.99 int Right - 1.69 k 1.93 k Max @ Right 0.00 k -ft Max. @ Right - 1.93 k Max. Al law Moment - 45.11 k -ft ....used for dsgn. 2.89 k Deflections... . fb Max. Actual - 635.1 psi ....Area Req'd - 7.98 int Center - -0.05 in -0.07 in Fb : Allowable - 3625.0 psi fv : Max. Actual - 51.64 psi ....Dist - 5.94 ft 5.557 ft Fv : Allowable - 362.5 psi ...L/Deft - 2674 1902 Ck - .811(E/Fb)-.5 19.05 Left 0.00 in 0.000 in Cs - (LeD/B"2)".5 8.94 Bearing Req'd @.Left = 0.61 in L/Defl - 0 0 Cv per UBC 2312.4.5 1.00 Bearing Req'd @ Right - 0.73 in Right - 0.00.in 0.000 in ...L/Deft - 0 0 O p O M N M M JJ', J J J J V4.4C1 (c) 1983-96 ENERCALC MICHAEL K)ONEY. KW -0601576 I ✓ :; ' ` NOTES 'a ,iESIbENTIAL 061-490-039 99-1735 PERMIT NO;MOORE, Pat 300 Ratchel Mt. Road, -Berry Creek Contr: Better Builders New Single Family Dwelling SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER �O}F�FIIICE COPY Addres `� � Y GAS Meter By — Date ELECTRIC Meter By Da r JOB FINALED (Date) S Signature L, r n.� - i �f I ) r 'a ,iESIbENTIAL 061-490-039 99-1735 PERMIT NO;MOORE, Pat 300 Ratchel Mt. Road, -Berry Creek Contr: Better Builders New Single Family Dwelling SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER �O}F�FIIICE COPY Addres `� � Y GAS Meter By — Date ELECTRIC Meter By Da r JOB FINALED (Date) S Signature � YI J = OK '0 = Not OK s = NotReallcable _ MOBILE HOMES • Not Ready t . MISCELLANEOUS ■ Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Shthg.-Frg-Bracing 5. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Carports; Windows -Doors 7. Well Clearance & Disconnect 8. 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s FINAL (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Footings; Size -Spacing -Marriage Line Pool Structure; Steel -Connections -Thickness Dead Men -Lining 3. Gas; MH Test -Demand -Valve -Connector 5. 4. Electricity; MH Test -Crossovers -Breakers -Clearances Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector 8. 6. Water; MH Test -Regulator -Connector Health Department Approval 7.. Water and Sewer Connected -C/O to Grade -HD Approval 11. 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 5. Alum. Awn.; Columns-Connectiors-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= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s I Date bo<Zon nge FRAMING (Continued) ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. l *replace Ties or Zype.4-Flue-Fireplace Throat Clearance tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions ilrt�Garage Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits LK.—q—fairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4ir5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 58 �6idengKdailing Veneer .*-a7. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailin - 60. Br Interior/E terior W InsuIatio - S 62. I nfiltratio n -Walls -Windows Date ( O Card B-1 e,] Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings j AeSoke Detector li?Furnace Vents -clearance -Comb, Air-Connector- la.Qarage; Above Floor-Ducts-Mech. Protection . & Bath Fixtures & Tub Access -Spa LARC EI Trim & Subpanel, Breaker Sizes & Labels St 'rs & Rails />d'.' -Fireplace or Stove, Clearance -Hearth 7 . lec. Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter /7 arage Fire Door; Swing -Landing -Closure P6. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb lec. & Mech. Equip. Listed for Location P6,01bec. Receptacles in Garage (F.F.I.)-Romex Protection U&. -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 4M--F4R--VBents-&-6rewf—Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 1-11 82. Following Instld./Drive ; No/Walks s Z) No/Planter s ] No Disconnect, Electrical - 405 Ver As -Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings w— 1e ell, Disconnect, Electrical, Plumbing j8<—Ex!gjdw Elec. Trim, G.F.I. Receptacle -Underground f . Verawation Throughout House BG!Corrections from Previous Inspection 91. Gait -Meters Tagged, Ga ectric� W.ater & Sewer Connected -C/O to Grade -HD Approval gy Compliance Certificate -Other Certificates Ige'Address Posted 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: g., Main; Soils-Elec. Grnd.-/ L /" Ftg. Depth tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel ; 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. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date U Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLJJMBING (Permit) OK except #'s 1 a Htr.; Vent -Access -Combustion Air Baffle ate Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date �V G•n Dat Card B-1�jW Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection As24—Elec. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors Stapled 6. Romex Installed Close to Edge of Studs & C.J. quip. Ground made up—w ech Fasteners -Bond Gas & Water ppliance Circuits in itchen & Conductor Size GFI Subfeed Wire Size / a. Cu or - . Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral O Yes 0 No 31. Service -Riser Conductors & Ground Main Disconnect 132—Equip. Clearances Panels-Motors-Mech. Equip. 438 --Clothes Closet Light -Shower Light -Spa Light 19iSmoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 1AECHANICAL (Permit) OK except #'s jj�VA.C. Ducts Insulation & Support an, Exhaust above insulation . Copdensate Drain & Overflow, Size & Grade Fur ce-Vent Access -Comb. Air -Return Air Vent 115 outlet f Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Permit) OK except #'s Sit roper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound earing Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 445, Headers & Beams -Size & Bearing FRAMING (Continued) ling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rfng. l *replace Ties or Zype.4-Flue-Fireplace Throat Clearance tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions ilrt�Garage Fire Protection Framing Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits LK.—q—fairs; Width -Headroom -Rise -Run -Landing -Fire Protection 4ir5. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 58 �6idengKdailing Veneer .*-a7. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailin - 60. Br Interior/E terior W InsuIatio - S 62. I nfiltratio n -Walls -Windows Date ( O Card B-1 e,] Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings j AeSoke Detector li?Furnace Vents -clearance -Comb, Air-Connector- la.Qarage; Above Floor-Ducts-Mech. Protection . & Bath Fixtures & Tub Access -Spa LARC EI Trim & Subpanel, Breaker Sizes & Labels St 'rs & Rails />d'.' -Fireplace or Stove, Clearance -Hearth 7 . lec. Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter /7 arage Fire Door; Swing -Landing -Closure P6. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb lec. & Mech. Equip. Listed for Location P6,01bec. Receptacles in Garage (F.F.I.)-Romex Protection U&. -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 4M--F4R--VBents-&-6rewf—Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 1-11 82. Following Instld./Drive ; No/Walks s Z) No/Planter s ] No Disconnect, Electrical - 405 Ver As -Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings w— 1e ell, Disconnect, Electrical, Plumbing j8<—Ex!gjdw Elec. Trim, G.F.I. Receptacle -Underground f . Verawation Throughout House BG!Corrections from Previous Inspection 91. Gait -Meters Tagged, Ga ectric� W.ater & Sewer Connected -C/O to Grade -HD Approval gy Compliance Certificate -Other Certificates Ige'Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APP LICATION ANDPERMIT ASSESSMTi 141!!T 039 �� �J� j C}J' �J ZONING 10 BUILDING PERMIT OWNER PAT MOORE : TELEPHONE SO. FT. OCC. BUILDING VALUATION 3 90 r 1631080 '"E"�MADWSHALL STREET; CASTRO VALLEY CA 94546 894 11 16,092 DG`S" M BUILDERS TELEPONE 1589- 2574 690 12 8,970 CONTRgpan7DRESS 1 CONSTRUCTION LE D Fireplace j LENDER'S MAIUNG ADDRESS Total Valuation Is 21 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 965.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ .25 SUIL.DIN�MrERATCHEL MT . ROAD, BERRY CREEK U Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20. 0 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 161 7.00 112.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BEDROOM Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W 920.00 PERMIT FEE S 192.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service .OA OR LESS 23.00 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 orce and effect. 2 ^� License Class Lic. No. coos 3,2 2S OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. oWEWNO GCS. OR CNS. ( a ACC. BLOC. 3.5QSO Fr: 134.35 T N"ONRESD MULTI.O CIRCUITS @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES O 1.00 SAL @ .so Ex. Occup. ouTLEEDTS ASID °En 5.00 Temporary Service 23.00 23,00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 100 35 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. Qd' I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' ompenspti insyrance carrier and policy number are: Carrier I d (( PSI tG( tM _ Policy Number A051 0 % AK5 (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith C071Y wi those prov' ions. X - Date Signature of Applicant - ❑ Owner ❑ Contractor gent An OSHA permit is required for excavations over 60" deep and demolition pr construc�on of structures over 3 stories in hei ht.�/S" (% v r MECHANICAL PERMIT Fling Fee 20.00 Heating 2 DUAL PAS 60.00 Cooling Hood 6.50 Ventilation PERMIT FEIE $ . Mobile Home Installation Fee $ Energy Inspection Fee Is 46.00 Occ R_3 CONST. TYPE VM J tOTAL FEE $ 211§9./0 HAZ. D. FE IMP X FLOOD j CDF X 1 X PARCEL X HD X ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have y PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date ��� 6 A? did Date ReceiptNo. 273607 JA WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINW-INSPECTOR GOLDENROD -APPLICANT G"J Y OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERM T NO. (Re/v.12/96) �/ APPLICATION AND PERMIT �V ASSESSOR PARCEL NUMBER rdh ( C�j ^ O� q "bmry:1zBUILDING PERMIT OWNER TELEPHONE SO. FT. 0qQ. BUILDING VALUATION Y� � OWNERS MAILING ADDRESS O (y. / / 7lCJ L-�- /!o D?_ CONTRACTOR'S NAME C A-57 -Xv V L! d LEPHO _ CONTRACTORS MARJNG S ( - r- CONSTRUCTION LENDER C7ol/ O V6,Q LENDER'S MAILING ADDRESS Fireplace Q-0 U Total Valuation S ARCHITECT OR ENGINEER 5CE ENO. Flirt Fee $ 20.00 ARCHITECT OR ENGWE'91'S MVUNO ADDRESS- Permit Fee $ © S Plan Checking Fee $ ILOI ADD s _ Energy Plan Checking Fee $ 00 5.? $ _ PERMIT FEE LOT NO: SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 a 5 USEOFSTRUCTURE Each Trap — 7.00 11 Solar or heat pump water heater 23.00 SF �uplex❑ Mobilehome. ❑ Other Water piping 15.00 / 5 sPECIPv Each as water heater or vent 15.00 r F WORK Gas piping system 1 - 5 outlets 15.00 / S N "tAdd ❑ Remodel ❑ ❑ Installation ❑ Other ❑ Building sewer 15.00 Describe Work: Mobile Home S I G W Q20.00 PERMIT FEE $ 1 Cl a OA ELECTRICAL PERMIT Fling Fee 20.00 -- Main Service 00011 W LE Main LESS. 23.00 — --- - -- Main Service aooA TO I000A 46.00 NEW CONST, OWEl1RJG OCCUP. SO. IC OR ADDNS. ( 8 ACC. SLDS. 3.5Qs, LT NEWCONS - UL 1-0 0 ' /J NON-RESID. UTL07.50 IIIXYY POWER APPARATUS t •" 8 SINGIE OUTLET C10. 20 Q 1.00 EX. OCCU OUTLET OR POrTVREs eAL .wAtT C DAPP Ex. Occu . ounFrss°EA 5.00 Tem orar Service _ 23.00 0/00 Mobile Home Facilities _20.00 Misc. Wiring 23.00 3(oT'1�o 3�`t ,y ,;173& 0% I PERMIT FEE I S %——i I MECHANICAL PERMIT - I Fling Fee 1 20.00 Hood 6.50 1 6a, Ventilation llp� i CT"o PERMIT FEE 1 $ r= j Mobile Home Installation Fee w Energy Inspectin Fee j Q, Q $Iq to lqf ZrT. TOTAL F $ D. FEE I I? P CKI PMQ !1D UE i This permit is hereby Tssued under the applicable provisions of the Butte County Code and%or Resolutionh to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date A COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL�E, yALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER Moo , ` A.P. # PROPOSED BUILDING USE hkAl J S DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES ()k -D 1LI�R� (paid at District Office) 3. SHERIFF FEES (paid at Building Division) /� Residential ........ x $360.00 = $ 30 v�7�•�t7� 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) �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 a2S 0 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. 2197) w:����z•�e'`tk".�c+"35'�'Slfrd�iaaalJn;�M!►twe+*Y""�`'i`o"�•ir�ei�t�`�`t��,±"r . , `�?.�b+�iiF� `' COUNTY OF BUTTE .,i DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - ORQVIh:LE;.CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 00 PROPOSED'.BUILDING USE KAW 1. BUILDING PERMIT FEES - Balance. Due ................. $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ Revised .1� -- Plan Checking Fee ',...... $ 2. SCHOOL DISTRICT FEES Dr--D qi (paid at District Office) 3SHERIFF FEES (paid at Building Division) a Residential •........ x $360.00 = (�;�^,� Units �ommeictd' l (s...x $0.03 = $ I �- f •1 „ �` Sq,Ft. 4. URBAN AREA FEESpaid at Building Division) Residential (per unit) . x = $ .. - rrvuua riuu. Commercial (sq.ft.) .. x =$ ��,� ��-•-. �` _� '��"� Sq. Ft. Amt. , i 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) ` 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) ff ' 8. WATER TENDER FEES (Battalion # ) `"$200.00,(paid at Building Division) / 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) ^ DATE 1 RECEIPT # DATE REC � r 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. \ 7 -;APPLICANT f� 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 requirerrtents,fdr a protest are specified'in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy Owner�;� ,�• M •, (Rev. 2/97) f,. 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. \ 7 -;APPLICANT f� 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 requirerrtents,fdr a protest are specified'in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy Owner�;� ,�• M •, (Rev. 2/97) �r r Piot Plan AttacE.H. USlYhed A.J.. Floor Pian Attached Sent to B.D. 1 07 � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public _Private Well � Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmentakflealih Specialist / Date 8/96 COUNTY OF BUTTE DEPARDIENN, ,T JT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, 95965 - TELEPHONE (916) 538-7541 PERMIT APPLIOA TION DATA SHEET OWNER: 0 d a -I ASSESSOR PARCEL Proposed Building Use: Building Inspector: . Vii► Date: d At time of permit applicati 94, 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 the preparer of plans. ----------------------------------------- ------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- Xngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. anufactured Home data and installation instructions including Tie Down Specifications .------------------ _ �y�) AFees1 XXip of $ --- ---'--=-T-S-------------------------------------------------------------------] hn t fees as shown on the attached schedule. -------------------------- - California Department of Forestry plan approval/fees. ad16--� --------------------------------- ❑ 13. Flood elevation certificate. --------------------------------------------- �4 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval fromthe City of Biggs. ---------------------- ❑ 17. Planning approval for (A) Use: _ (B) Parking: - ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. Vof1.9. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑20. Pre -inspection for required. Request to Building Inspector on P22 Contractor's license information. (Number, Name Style, Classification). . Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 024. Letter of signature authorization. -------------------------------- /�} /4�25. Recorded copy of Agricultural Acknowledgment Statement. - v 026. Letter of intent on building use. ---------------------------------- 027. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ ❑30. Other: _ (Date) 0i Wh you issue the '}�r cess �aslfollows C3 Mail to owner, ❑Mail to c actor. L7Telephone'rn"y -/ and hold for pickup at �J office. ClDe ' with inspector. Applicant: L5Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other:,. Date: By: 1. Index permit application for the above items numbered: D ❑ Plan Check List 2. Additional items required: $ . -4 Contractor, designer, owner, was adfLs6d of the above required data by ❑ phone, ❑ mail, ❑ Building Division ter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o 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 D' n counter, by Date: Di is' Plans reviewed by: Date: Plans approved by: Date: /a Sets'of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: — Yellow Copy - Department of Development Services, Building Division. G cl L ....... ......... ....................... . I 7Zj lc� 17 0! � ass as n�'a '�' i I � ��-' �ZZ 1 z;g Q.� )Z ^ZI � ���'-1 I � S�Qz� il�iTl=�/I/1; � I —�;-- _.— i ! i—i I— i i '- ; : ;- - i i i j-1 ;�Z) -.�! �— ; { i�ry�i]')"'aY12� ! V71, 0 5 I I T T Z_ I 1 1 Ll 4 1 1 11 1170 Q I i 9 11l =i. I l I i i l! :! i i l l I� �?fl i I I I!!�! 8 �:�1 i �-__ �_ 1 1 1 1 1 1 1 sWiLi I _tv5A. U019 Ili illlilllll V-1 III HI IM111 �jI 1 1/71 i I! -i --I 1 1 1 i 1 7-i 1 1 1 1 1 1 1 1 1 1. 1 , U. IC�:�j' (11) T 11-7 _! I 1 LI at I I I I'! I I I I I I I I I. I I I. -,I i i I I -I I C7 XR-i -I- I{II!IIIiiI.iI 1 4 61 0 I IIIIiI.IIlliI I; l l I I I I I FF I I I I I L I I I I I I _� I II I I I I! iI ;� � i I IIII I I I I I I I -I FT F I I I ill I 1 1 1 1 1 1 1 FF -I-! I I I 1 -.1 1 1 1.1 11 i I I i I I '!11_!!!1111! --T IT I I I I i T I I I I I I i I I Ul/ �� L (SY 2- 5SO V2 U 0-J3 41 / td Ll MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 09/27/99 MULTI -SPAN TIMBER BEAM DESIGN Page: GENERAL DATA - 1 2 All Spans Simple Support ?? NO Spans Length ft 13.75 12.00 End Fixity: _ Beam Widthin i •Pin Pin -Pin 3.500 3.500 Beam Depth in 16.00 16.00 CALCULATED VALUES F'b-Modified Allow. psi -0 3625.0 3625.0 fb - Actual.. psi 1181.7 1181.7 L F'v-Modified Allow. psi 368.8 368.8 fv (actual) * 1.5 psi 131.8 119.8 Moment @ Left k -in 0.0 -176.5 Moment @ Right k -in -176.5 0.0 . *Max. Man. @ Mid -Span k -in 120.1 75.8 X -Dist ft 5.32 7.76 Shears: Left k 3.74 5.43 Right k -5.88 -2.97 Reaction @ Left DL k 2.30 6.95I(�� LL k 1.44 4.36 Total k 3.74 11.31 Reaction @ Right DL k 6.95 1.83 � LL k 4.36 1.15 Total k 11.31 2.97 Max. Defl: @ Mid Span in -0.113 -0.044 �:' 3 l X -Dist ft 5.96 7.28 DESIGN DATA Z Le: Unsupported Length ft 0.00 0.00 Fb:Basic Allowable psi 2900.0 2900.0 Fv:Basic Allowable psi 295.0 295.0 Elastic Modulus -Load Duration Factor ksi 2000 1.25 2000 1.25 2 APPLIED LOADS Use Live Load on This Span ? Yes Yes (1. 2 Q /� �VJ�, Uniform...... DL plf 430.0 430.0 _ -fib LL plf 270.0 270.0 QUERY VALUES Location ..... ft 0.00 0.00 X Shear # : 3.74 5.43 �`p Moment k -in -0.00 -176.47 , Deflection in 0.000 0.000 (continued on next page....) V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY • CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 09/27/99 Page: 'TIMBER COLUMN DESIGN Design Data Allowable Stresses Column Depth - 5.50 in Fc: Parallel to Grain = 1000 psi Column Width 5.50 in Fb: Bending 1300 psi Load Duration Factor 1.25 Elastic Modulus 1600000 psi Total Column Ht = 9.00 ft Le for X -X Axis Axial Loads= 9.001ft Le for Y -Y Axis Axial Loads= 9.00 ft Le for X -X Bending = 9.00 ft Applied Loads Dead Live Short Tenn Axial Load 6950.0 # 4360.0 # 0.0 # ...Eccentricity = 0.00 in (along 'depth' axis) Transverse Moment = 0 in-# - 0 in-# 0 in-# Eccentric Side Load = 0 # 0 # 0 # ....Eccentricity = 0.00 in 0.00 in 0.00 in ....Distance above Base 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load -9 Mid -Height= 0 # 0 # 0 # Side Load Moment = 0 in-# 0 in-# 0 in-# Max. Design Moment 0 in-# 0 in-# 0 in-# Design Summary , DL+LL DL+LL+ST OL+ST Actual Axial Stress = 373.9 psi 373.9 psi 229.8 psi Allowable _ 760.8 psi 861.9 psi 861.9 psi .Actual Bending Stress = 0.0 psi 0.0 psi 0.0 psi Allowable = 1300.0 psi 1625.0 psi 1625.0 psi Stress Interaction Value 0.491 -OK- 0.434 -OK- 0.267 -OK- V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 oa-LE V►Q�► 4s; c . --- ZZ. 7ALS���I -� 14 .1 l l 71 �� 1`1, 1, rn 240 �7 1-L 1% . l� MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 Date: 10/06/99 Page: ` Z GENERAL TIMBER BEAM DESIGN 6x12 over.deck 00 00 �m m J J J J O J 9.83 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 BEAM DATA SPAN DATA Timber Section 6X12 End Fixity Pin:Pin Center Span = 9.83 ft Beam Width = 5.500 in Elastic Modulus = 1300000 psi Left Cantilever 0.00 ft Beam Depth 11.50 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 0.00 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb Bending = 875 psi Beam Wt: is Added to Loads Le : Center Span = 2.00 ft Fv Shear = 85 psi End Shear Calc'd at Support Le Left Cant. = 0.00 ft Fc Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED LOADS Trapezoidal Load: DL: 66.Oplf @ ]ft. O.Oplf @ rt LL: 48.Oplf @ lft. O.Oplf @ rt from 6.00 ft to 9.83 ft Point Load: DL = 1190.0 # LL = 870.0 # at 2.00 ft Point Load: DL = 1190.0 # LL = 870.0 # at 4.00 ft SUMMARY USING 5.500 x 11.500 Beam. Bending = 69.90%. Shear = 66.85% Max. Pos Mom @ 4.01 ft = 7.72 k -ft Shear: Max. @ Left = 2.99 k Reactions... DL Maximum Max_. Neg Man @ 9.83 ft = -0.00 k -ft ....used for dsgn = 4.49 k Left = 1.76 k 2.99 k Max @ Left 0.00 k -ft • ....Area Req'd = .42.28 int Right = 0.90 k 1.49 k Max @ Right = 0.00 k -ft Max. @ Right = 1.49 k Max. Allow Moment = 11.05 k -ft ....used for dsgn = 2.24 k Deflections... fb Max. Actual = 764.6 psi ....Area Req'd '21.10 in2 Center = -0.08 in -0.13 in Fb Allowable = 1093.8 psi fv Max. Actual = 71.03 psi ....Dist = 4.56 ft 4.561 ft Fv Allowable = 106.3 psi ...L/Defl = 1554 916 Ck = .811(E/Fb)-.5 = 27.96 Left 0.00 in 0.000 in Cs = (LeD/B-2)".5 = 4.35 Bearing Req'd @ Left = 0.84 in ...L/Defl 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 0.42 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 00 00 �m m J J J J O J 9.83 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY. KW -0601576 " `MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-01 5A MADRONE AVE OROVILLE, CA 95966 GENERAL TIMBER BEAM DESIGN glulam USING 5.125 x 12.000 Beam. Bending = 49.80%. Shear = 28.10% Date: 10/06/99 Page: SPAN DATA BEAM DATA Timber Section :5.125x12.0 Center Span End Fixity Beam Width = 5.125 in Elastic Modulus = Beam Depth = 12.00 in Beam Density = Lamination Thickness - 1.50 in Load Duration Factor = Fb Bending = 2400 psi Beam Wt. is Added to Loads ,Fv - Shear 165 psi. End Shear Calc'd at Support Fc Bearing 650 psi 0.00 ft 2.38 k APPLIED LOADS Uniform Load @ Center Span: DL =100.0 plf LL = 80.0 plf = 29.08 k -ft ....used for dsgn amueuv USING 5.125 x 12.000 Beam. Bending = 49.80%. Shear = 28.10% Date: 10/06/99 Page: Max. SPAN DATA = 14.48 k -ft Pin:Pin Center Span 24.38 ft 1800000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever = 0.00 ft 1.25 UNBRACED LENGTHS Max @ Left = . 0.00 Le : Center Span = 2.00 ft Right Le Left Cant. 0.00 ft @ Right Le Right Cant. = 0.00 ft Max. Pos.Mom @ 12.19 ft = 14.48 k -ft Shear: Max. @ Left = 2.38 k Reactions... DL Maximum Max. Neg Man @ 0.00 ft = 0.00 k -ft ....used for dsgn = 3.56 k Left = 1.40 k 2.38 k Max @ Left = . 0.00 k -ft ....Area Req'd = 17.28 int Right = 1.40 k 2.38 k Max @ Right = 0.00 k -ft Max. @ Right = 2.38 k Max. Allow Moment = 29.08 k -ft ....used for dsgn 3.56 k Deflections... fb Max. Actual 1413.1 psi ....Area Req'd = 17.28 int Center - -0.69 in -1.17 in Fb Allowable = 2837.3 psi fv Max. Actual 57.96 psi ....Dist - 12.19 ft 12.190 ft Fv Allowable = 206.3 psi ...L/Defl = 425 251 Ck = .811(E/Fb)".5 19.87 Left 0.00 in 0.000 in Cs = (LeD/B"2)".5 = 4.83 Bearing Req'd @ Left = 0.71 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 0.95 Bearing Req'd @ Right = 0.71 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 1 24.38 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MONEY. KW -0601576 MICHAEL MOONEY 5A MAwRoNEAvE. CIVIL ENGINEER ORov LLE, CA- 95966 RCE 20647 (916) 533-2131 County of Butte 7 County Center Drive Oroville, CA 95965 RE: Building Permit Moore/Starr September 30, 1999 I have reviewed the truss calculations and they, the trusses, are adequate for my design. Michael Mooney My license expires 9-30-01 MICHAEL MOONEY 5 A MADRONE AVE. s, . CIVIL ENGINEER OROP7LLE, CA 95966 RCE.. 20647 (916) 533-2131 County of Butte September 9, 1999 Building Inspection 7 County Center Drive Oroville, CA 95965 Re: Pat Moore #061-490-039 This transmits a response to Structural Plan Check letter dated September 1, 1999. Item. -'1)! Schedule added to Sheet 2U, Note added to Sheet 2L referencing �i schedule location. Items Added note to detail requiring additional length for two placement system. Item will amend shearwall schedule to specify common nails by diameter and length. (� Item') Added note to floor framing plan and foundation plans that 3x sill plates are required at specific locations, and noted that increase in anchor bolts is required. Increased the length of. Holddown bolts on.the plans. Item Done Item 6) Completed. See pages 1-3 of additional calculations. Plans revised to reflect changes. Item � Checked short walls at line 8. Item 8) Thanks. Yours, Michael Mooney My license expires 9-30-01 0 m 2e -.X) tj 1-2AAZPr (i�C L I 72' Uvw L�cl\ CAI IF �►� =. ��(�s•p �t�t,� to j�.33) � a=o�3 , (to/ 6.7G 0 0, oa-nliCIO/ --o-Go"s Y -3 L��Z►2-� Ih.j��-�s c�� �`�7 ti .2w fes. .x. Fe"a- L���, ELMA E- v-AWb U. 6r- 6;, CL -T W7L.23 Q- (WAo VtTOarz 4-a 9. 0170 /e-1. 3 FMC754wa -2- 01.6>3. /D. /S PSF P(,j&a 6,675 K tb4f- s) C N -y -t 1 !l, 86 AF. HS 0-7 Oq- 7�Z�R �''t Gc/�ll 20.9'-/�' :��19IZe fY 3, 3 �CIQ. /S �� 14(6 T IJIJA 2 _Zo7.7' y. DC IVIL. OF CA 2C-t1Q c ;V�-Q2. `-t 3� 97.71�y� = 87,'Ai/ff 29,910, K 1 Z,I z CID G1 \ Jy� 0 �-' (J i (rte Ltuc. / � v/I-z, ,12'l ��fs,t,( HWOQY) w 1 714 8d. u )t-tcr c- ro«C-c . Sy"1�11`LOUT 0 o OS'1" �r •1997 UNIFORM BUILDING CODE Teel c 4c_ CCCCIIRF RnFFFI NTS IC_l TABLE 16 - STRUCTURE OR PART THEREOF DESCRIPTION FACTOEI 1. Primary frames and systems Method 1 (Normal force method) Walls: Windward wall 0.8 inward Leeward wall 0.5 outward Roofsl: Wind perpendicular to ridge Leeward roof or flat roof 0.7 outward Windward roof less than 2:12 (16.7%) 0.7 outward Slope 2:12.(16.7%) to less than 9:12 (75%) 0.9 outward or 0.3 inward Slope 9:12 (75%) to 12:12 (100%) 0.4 inward Slope> 12:12 (100%) 0.7 inward W' arallel t rid a and flat roofs 0.7 outward Method 2 (Projected area method) On vertical projected area Structures 40 feet (12 192 mm) or less in height 1.3 horizontal any direction Structures over 40 feet (12 192 mm) in height 1.4 horizontal any direction On horizontal projected areal 0.7 upward 2. Elements and components not in areas of Wall elements ti ' 1.2 inward discontinuity2 All structures Enclosed and unenclosed structures 1.2 outward Partially enclosed structures 1.6 outward Parapets walls 1.3 inward or outward Roof elements3 Enclosed and unenclosed structures Slope < 7:12 (58.3%) 1.3 outward Slope 7:12 (58.3%) to 12:12 (100%) 1.3 outward or inward Partially enclosed structures Slope < 2:12 (16.7%) 1.7 outward Slope 2:12 (16.7%) to 7:12 (58.3%) , 1.6 outward or 0.8 inward Slope > 7:12 (58.3%) to 12:12 (100%) 1.7 outward or inward 3. Elements and components in areas of Wall corners6 1.5 outward or 1.2 inward discontinuities2.4•5 Roof eaves rakes or ridges without overhangs6 Slope < 2:12 (16.7%) 2.3 upward Slope 2:12 (16.7%) to 7:12 (58.3%) 2.6 outward. Slope > 7:12 (58.3%) to 12:12 (100%) 1.6 outward For slopes less than 2:12 (16.7%) Overhangs at roof eaves, rakes or ridges,.and 0.5 added to values above canopies 4. Chimneys, tanks and solid towers Square or rectangular Hexagonal or octagonal 1.4 any direction 1.1 any direction Round or elliptical 0.8 any direction 5. Open -frame towers7•$ Square and rectangular 4.0 Diagonal Normal Triangular .3.6 3:2 6. Tower accessories (such as ladders, conduit, Cylindrical members 1.0 lights and elevators) 2 inches (51 mm) or less in diameter 0.8 Over 2 inches (51 mm) in diameter Flat or angular members 1.3 7. Signs, flagpoles, lightpoles, minor structures$ 1.4 any direction _J /• TL.. nl n rni•�nnl�nn 'For one story or the top story of multistory paruany encioseo swcrures, an auuiuvna.a-„u„ •••- - -v• • ••_ ...___ ______ __--_ shall be used for design. For definition of partially enclosed structures, see Section 1616. 2Cq values listed are for 10 -square -foot (0.93 m'-) tributary.areas. For tributary areas of 100 square feet (9.29 m'-), the value of 0.3 may be subtracted from Cy, except for areas at discontinuities with slopes less than 7 units vertical in 12 units horizontal (58.3% slope) where the value of 0.8 may be subtracted from S. Interpolation may be used for tributary areas between 10 and 100 square feet (0.93 m2 and 9.29 m2). For tributary areas greater than 1,000 square feet (92.9 m-), use primary frame values. 3For slopes greater than 12 units vertical in 12 units horizontal (100% slope), use wall element values. 4Loca1 pressures shall apply over a distance from the discontinuity of 10 feet (3048 mm) or 0.1, times the least width of the structure, whichever is smaller. SDiscontinuities at wall corners or roof ridges are defined as discontinuous breaks in the surface where the included interior angle measures 170 degrees or less. 6Load is to be applied on either side of discontinuity but not simultaneously on both sides. 7Wind pressures shall be applied to the total normal projected area of all elements on one face. The forces shall be assumed to act parallel to the wind d. IlFactors for cylindrical elements are two thirds of those for flat or angular elements. 1997 UNIFORM BUILDING CO TABLE 16-F TABLE 16-G TABLE 16 F -WIND STAGNATION PRESSURE NO AT STANDARD HEIGHT OF 33 FEET (10 058 mm) Basic wind speed (mph)aforkN/m2) km/h) 70 80 .90 100120 130 Pressure qs (psf) (x 0.0 4 2-55.61136.9 43.3 t Wind speed from Section 1618. (� /� e 2 C iS ��1� J � Aun r_t ter CArTnn rnFFFICIENT f6e11 1 IAt3Lt l0 �a-a+vmotnw HEIGHT ABOVE AVERAGE LEVEL OF,, ADJOINING GROUND (feet) �.+.. •"•• • . -.._ - EXPOSURE D - - EXPOSURE C EXPOSURE B 0.62 x 304.8 for mm 0-15 1.39 1.06 1.45 1.13 0.67 20 1.50 1.19 0.72 25 1.54 1.23 0.76. 30 1.31 0.84 40 .1.62 1.73 1.43 0.95 60 1.81 1.53 1.04 80 1.88 1.61 1.13 100 1.93 167 1.20 120 2.02 1.79 1.31 160 2.10 1.87 1.42 200 2.23 2.05 1.63 300 2.19 1.80 400 2.34 Walues for intermediate heights above 15 feet (4572 mm) may be interpolated. I SYMBOL DESCRIPTION SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 6"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. 2 SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, . WITH 8d G.V.S. AT 4"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT. 16"cc.. 3 SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 3"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. 4 SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT II, WITH 8d G.V.S. AT 2"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3 -INCH NOMINAL OR WIDER, AND NAILS SHALL BE STAGGERED WHERE.NAILS ARE SPACED 2 INCHES ON CENTER. 5 STUCCO - EXPANDED METAL, OR WOVEN WIRE LATH AND PORTLAND CEMENT PLASTER, 7/8" THICK, WITH NO. 11 GAGE NAILS, 1 1/2" LONG, 7/16" HEAD 6" ON CENTER, OR NO. 16 GAGE STAPLE, 7/8" LEGS 6" ON CENTER. 6 SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, STRUCT H, WITH 8d COMMON NAILS AT 3"cc EDGE NAILED, 12"cc FIELD NAILED ON 2X FRAMING OF DOUGLAS FIR AT 16"cc. 7 BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD NAILS AT 7"oc. MAXIMUM PER UBC TABLE 25-I. 8 BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD NAILS AT 4"oc. MAXIMUM PER UBC TABLE 25-I. BRACED WALL - 5/8" GYPSUM WALL BOARD WITH 6d COOLER OR 14� WALLBOARD NAILS AT 7"oc. MAXIMUM PER UBC TABLE 25-I. 10 BRACED WALL - 1/2" GYPSUM WALL BOARD WITH 5d COOLER OR WALLBOARD NAILS AT 4"oc. MAXIMUM PER UBC TABLE 25-I. BLOCK ALL EDGES. 11 SHEAR WALL - 3/8" MINIMUM PLYWOOD, CC, CD, WITH 10d COMMON NAILS AT 3" OC. EDGE NAILED, 12" OC. FIELD, ON 2X DF FRAMING AT 16" OC. NOTE 4X FRAMING REQUIRED AT PANEL EDGES. k o c6-afz k [6,0 d-' ,o .C) LO � cm �p LW .13, Q) 1-2Psi - G rqq, vs 0 V \PLL Ft be b fir 720,C) l�3 7,tz- 23 x arzq f � LT7- 19 3.5 TI® I 'l L vv� v►1I� Y&UT 163 (LOti�n ls� zq' WT 724 u T �U .(A lJ-ff3 AMC 4,;6- -- _ mrsuraw To Uwlss (A )- 4(4D �R��e Qa �� Q7� Lr reuro� Rxszf- wit 0&-Z,c.. C'2:) W(IItZ.Y '-7,-11-fY-ZO� (4) 63 Lei NC- 9�tJ mzt� R�� Uiv- 12X. 4-7,7 X IZ Flo) Wr- &sR C�) (.�.j f �►.,� w�ru :��Ssx 12x Z � 1 � [ z�,n �.w�.> C� 1 tui t �,�,.l L2►�pl=.Scc �t�,� ocel� CU1 t tsnG t�rr�t. iCT . 4,.S -!s- oC,Bo x IC. z I , SSV- Ute_ 2 SCa �i•29.a1.�k- - AA � ai k K 2351.3 1 A 543.9"' 4. Igo_ _4,1e A 2 X1.3 29.�G 33�.4c z.54 0,6B Ute_ 2 SCa �i•29.a1.�k- - AA � ai k K 2351.3 1 C )3 )C-3) 4,16L I�Ii�t e�s 4-' �D�� IUCD , �2rcc ��• 02 71, '�Av -2 - Lil� t, 1. lel V- tie: gme AIL 'Cc 1 ti io n �U2 z 124 l* �� �i Com- [�C�� 1• l� /� � J -L4 �� •'� .5�� � �, 'Z� N z � � Ids -, �t D�3! �-�Or PLATE .VASw, 12. �v . Finn Gt.Q2 ���5� ��•��_ �G �� 4�`� � 2.x.8 ``,, �b `2X RW i N jI, 'T�- &s° v- `f72-,-' VM. K- {'lz 19 P\fa - -2 furs �� @. b2 ct = a 6,1SD y,'7 = 7:z.16lk d IAC 12-- 1. 2 ►�j Rcwt — L ; C�cG 61-P— U1929 1144E T2tgY7WIZY is &Alar n air, 2 C-77 4--ZlWIrl fes/)(7z) + �2st21(4 l(0)/?ss) 2• l!, cl K Czl,n waG4 �2x �,xt�ac2 t �� s -V-- (3) LumG uj&R q, 1< 1(.. K 1-471-7 '\.lig -z 1-Z I•� co V5,v�x.4.SSAL K2 C� �cs�' �.2�oC-(�-ti-r�1•L�� : _ : � � - 2. 12 , l t; � (n\ L UfW Esq wit i -4 3 K (ZX �•s� 2. `7fDYLY n w X I/lo�UJ ! ` K (_eG V lit 4 1-74-7 ` � ,171 2- Z) 3 2 � 6 fiC 4. , OR X87, l k- l%�� [�4 x 4q q t r `� ,j o: VCL-".S 2 Zo I ,q y 5.5 hx Mat ; D•Xs. IJjx R7, I _ _ 2• Gcgo, W 2,7a� . i 23 lT-1 I l l l l l l l ll(Z? !!(IIII III!(I s`.3`�-f l�:`-�-!, ! ! I i �!�t�-�_�ts^ /�I � � I � ! ! !if,�! L-IXJ IU I ' =_iL 1✓_ y �( �:6G.=dlf�W4^! -•-&AE j! i_! I l l l l i l I_rl I.I. I I I I I %�J't 8`� I -L rL' 01L ! I �rc.P, 2' o;. is s!`/!�i- I i I I I T► ! I I I I! 111111!►. Ili11i1!I li!III!Ilil1 II' II!11- I!Illl�llllf!IIIIIII II.III IIi�IIII �' -f._cLAFQ ! i! i i� �� I ! ! �'�' I I I!• I i I I I 222v1_'_K �• I c! 21-2�vsl� I I 1+!! I—I I I—( I ! 1—T I I- ! ! ! ! ! I( i; 1 1 1 .1 I l l I I I( I► I I T I I �(_h I I �,_I 1i I-( I. 1 1 1- 1 I 1 11 1 1 T1 I 1 ! ! -` if I_� i J I ! I . !i-il- I �� 4 c. c III? (UaU-6__q -_ I I T1 I T �-1 `7_ 11 1I– T U! 5.06-�J KUIce I I I I I �I 12 1 1 _)! I i- II!I 1!11111 I I I I r I I I r I �__ I I �,`Z i6.2��� � Q� I ,�. � •<.� I _ - _ I I i I I I a I I i 'I- 111 I I I ! tj�S I t I i _ ( 1, ! I1!iIIIIIC21("s �i 01 _tIi2II � .•,-,�1z1,u. � II. �71 I I I I- 1-1, II cSI _III_C! � _I Gc�l Z-_��_;I�' ps,I!II I II JIIfIT III�_I11 i( I1 i_i _ I II If IIIIIIIIIII _! ! I ��' i_ I? 15•U I lV�w.!� ! I!! ^ lo; l25`��,G�' %7Y', I -! ! I ! I ! I ! I LI4 ! I I I I ITTi I !�o �2 I I I I I I I I I! i 1 1.1 1 .!Y `oI. l ' i I ! ! I ! I ! I f ! IIIIIIIIIIII_!.I!111111 I ! ! 121/X �,blZI ! 1 M2�: I111�1-II+I ]III!IIIiiI l 111-i 1I- �IIIIIIIIIII I II'!IIIIII►I I II!!IFREI I T-17-1 !I!!f1!11!fll►Iil 11!11111! I'! Ij i 1!! I I! 1!! I! --i ----� I!!! E I! I I TOPS F07,"11 3051 I I I I! I i I! I i! f_ !_ Slim - 88 !! I ' ! I ( I K i I I 11- I I! I i! I! I !! I II ICIL.' 11 1 1 17F-71 icy_ I( ! I- I I I I _! I. i• I I I .I .I I I I I.j�4 11��I L:4 I' -I I '-I Z`Z � I-/� 2 D�OlaB I�L� T I I I ' I_�_I I I I_i I_I i i I 1 1 1 1 T-1 I I: i 1 1' -Ail g !.191 � � r!,U2 !, I II I ! I 1 1 1 I 1 ! 1 i i! I _! _► I! l l l l �_ I I I I 1 1 1 1 1 1 I ihl_ !! _I I_ ►_I I I � I I� i I I. i I i l l l l I ' 'liI_I 1 111111 I 1 1 I�ua �/�i_�2� C�'� I I I �� 4 ► " ! � ► �=2 ���� LL -2X III III I I-D�p CCSZ—(�hs- I I I I II II IIIA I I I I I f ! ! _� 3�� II ( I ITI i 1` !,! 1 I 1 1 1 1 I 1 i 1 1 1 1 1 I! I I 1' L 1 L 1 I I� y 6= �! 1!�= t" ! z' :� 1lSb'�(�i►tioec�uui;� a� 4a-�--K. 61. I T F l- I I I I. I I I I I' ('!4 I 4-2�X I _ I 1-1 FT I ( 1 1 ( 1-1 1 I ! ! I _'- _'iII!!IIII!!III!I!I!iI!II!IIIIII�!;!!!!i!- }!ill!IIII!IIIII_!1111=1IIIillllllll!III1� !_.(':I1I!!►!II(!Ii!►IIlI(!I Ii �(II!!!!III �!!!!!11Ii►III►illlllfl!!IIII__��Il�!LI�II I �ii11!I!I'!i(!!lii�'iii!IIIIilll!i!IIII FF ?-.C, `-'G- -T-T! IIII!�{!_I!I!lili!Illlllilllll? i_?1111 I I T I I I I I I T III I I I I I I I I I LLI I 1!! --i EZIP 1 "T I -I T I I I I I I I T I I IVI _P9 ISL( -j T I ;1*M1v UFT '11 I I I V, / 1'1 1 1 1 --I H I 11 11 1 1 TOY 1=11. 'Pul - All 1 1 1 1 1 I-1 r- I- I I I 1_I 1 V I -I I I X I I �y I' 1 I 1 LJ L IIIII III IIIIf?!Illlllllil! II II�II1_ ALI I F V1 ! -(fir, ! ! I Ll LLJ �"- n tojL LA,,4 dvA- 6h owL. PLOWL 04 9L 16T. C,Iam) sIELOOD Fwyl Effol ..3D' -6. 41it' Yk AEk . /_ it I.Mlil,111111 IIF-FrIM 1111111 11,11; ICA it viii- . tc, it Jr at U Hi i ii !AiP9 I 1 1 1 V 11 i I it Ji . /_ V-1 - PI), 7-UZZ5 C51 17 -T LL ili- I L1 Z, S, -17 CP it Vi 1 it '7-1 i 1 1 ?��l 1 C127, 0) 7 W W, z, it -t lull �$l I V�rl: 71B, I I -Af�14 it Ll 1 F TT- -Z) - X'11 .1 it I I �1 C)-IlXaS7�-7-A Yl- Tj �- al'57- +f� m I I I I I I I i I I -T - 1"' I Aa I I I I - VF -f IV-' 1 I I I I I. I I I I I -I 1-i I I ITT -11 I I I I I I I I I 1 1.1 1. 1.1111-1 1 1 1 1: .1 H i I I I I I I I i i 1 '11.1 H-1-1 k I I ii -WAP) 71 "o, Y4 ZI?L g, 9XI s7y YZ 'E 7- 1? I I I I - I I I I I I T I -T-F TT i I I D- Z' 201!�514- Z� IT/ TFTr till i I f-1 IT -- jAjs- -it- (--§41 D2 6", q0q7l I =0 LJ V-1 - IlIIll�lll,�ll� _ I l i_ � __(. _► I I I I _� i i i 'll -Kill 1C�= ? u 13Gbc.l C� !Ori ! • ! I{ 1 I { I �� I 4177_'LXLXJO _9 ! _L% i Z/3 /ti � O.`3� � Z = p,3�� �ll.I 1J VSCI! I I bl i i 11 (IIIII IIIII.?1(11111 Iliiill!Iiiil!III I I II1II� ! !! I l i i I I I I I I I I I ��, JI -W II i.Illilllll' c'X �I.!i_ 1�1.���Qi_ l i l.•! I r l 1 1 1 1!( 1 1 1T I II_i_IIIIIIIIIII Q[VELr 1 I� 0.►! ku hiI 1! 1 1 1 ami 1 1 1 ..... Ir ? I L I �,' I II. -T (I T_II_ I I I I I I 1 II. 1 1 1 1 1 1 IIII 1 1 17 _! I I I' �'= I I I I PP,�� �'.�x6Zo!� !II1-11111>,Ilill.11 I IIII(-1—I I - 1 ?5�C0'31;2 Ii 11kI�2+_ I_i- �_!_I I�1 I _i i_i I i I( i I I l i i Zo I I K -14 1 1 l4i ��� I I I I I I I I I I 1 I I a St i7 0_ o I I. I 11 I 11l11!11_)Il 4 K ISI I IiI T I i I! i ?moi G'os-0 Z l aa`� Ilk i 1 I I I 1 I 1 (!50 I. I I I i I 1 I-:. I(l,, 6'`1 �- _ i L11 1 I i I I i I I I I 1 .- I IIi I (- I I d I I I I I 'I , I , 1 l! I i I I �i I! I I f i ts" I I I I _i. I I! I 1 I �( r f l I! f i I I i ( I 1 I 1 I! I! I I i I_ ' I I_ I '' _ •1 I I I I i I I I ( I'! I I I I I I I f I I l I l i! G I i � �I l i I I i! 1 1 1 I ! : I 1 I 4v -i! i I I i I I( I I► I_, _ — I I I I I I I I I►( I I► I l i i l i l 1 1! %12a6wi nj�—I f'i 355 - . Jr FOR'l X305 1 I I I I I I I I! 1! '�� == 1 I I I I I �� I_1 --- I/q, %— i- _L�,t�TV� ---���Iil!I!il!IIII��!�IIII!11!I!Li111!II� !.1!!!i'!!!!i�I!1 �! IIi!!II11!!I►IIIiI �C 12�;2_SS—=F, ! I i I-1 i Jill 1111 1=i i._�{�� �!III_!I 111!i,�ll!111111;111�!�II f 'Z c11yG .1 24 K 4 �S1� DC 10 1 ' ! ! ! . i ! I 1 I 1 1 ! 1 ! ! 1 1 1 _I!II!il!III il!ill illi 111► II_IIV, IIII11! iIII!llilllll!_I!ill!II11 i ll� �2i& ��a-i�'g !vii ih _ _� I I I I1 I 1 1 1 1 1'' I l I F1' IIIIII_I_! I I i I I I!!! i 1-1 11111111I_i � ���!�I . ►Zssx �-+ ���.e(l�((21 ! 1 I iE�fv I 414K"�t2.gS4 is � IILIIIII SII 111111 1 ! = ! 4-� l�i� I 1 I 1111111!1 I I ! I 1 1 I 1 ! 1111111111 11111111 I I_1 1_T I 1I_ I1, 1 I 11 _! ! 1 1 1! 1 1 I I I I I I I I ! I l 1 1 11 I I i l l,► i _3 1_ L H 1 1 .i L I I I I I I I I 1 ill 1 1! 1 1 1 1 1 1! Illillill I- I I I I 11_i_ 1 1 I ! I I I ,tom- �'� 1 12- ,, I �C I I I 1! I I I 1� 1 1 I k l•3 1' `-i2 t14_ tCo! ,Ll I _I _ I I I- I I I�o _0 1! k1 112 ! <f'u'a6¢ , I I ©1 kc I I I I'l I I I _11 I.2 ! Gc 3 !_ 1 I11I _ 1 1 c l I I; o,6 ( 11 k I I I I I T 1 1 +3,70 4N49 7! 1 1 scsI ', 9I1 I1! s,I!�_l. !I!� I i loll I •!I � 1I I!1 I�III w '� ! VA'�Q 2 1--3"1"16'T _ i1IIi1 A ! .1�-� i I V� ! - ' �-1-��� !l��1!I�illlll�1111�— I I I ���i��� If7, '-� _3,_ III I 1 1 'y IIIII !IIIII !_:2_5�2�f � lo'. isZ -�2 ► I ! i r_i r_Q�� T �lR" � ��..�.�!�`�TINr-��! I Imo! T! I I! . I _ _ G I I 1 1! I �1/i��? 2 l>, I I� ,_r [-o_oV6A z I I l8_ e ��G �2_� ( I ; ?- ! 10Tc�e '�1-i -► i � �_I I ! �I_ ` _1 i (1 ( I I i" �O^CC,�I•. '�! ►_I. � ! 1 I �,_) , _I � �I%1i1���_� i i!!! l _►—! ( � _� -T 1 1 1 1( I�� �-O �I ___���_ I i i f � I► � �fl ►� ! ! '� l-- -� 1111;!111 SII !_I111!11!I!I!Iill if � ��eCiI—TD —1 llJv�2—�`rt I'li!i!!III!Ilfl!il!!IITIIIII!II! I �' - - _ a3t ' `� `gy24 mAl`Zo Let( liIi!!!II�II ! 1�!��Nz it �It!II!I►!!IIITIIIIIII►!i !! 1! •s�?c�'c.� I I I I I I I 1 I ! (I (!__—! i i I!! !'!' t( !_ 1-1-1 I 1 I l i l l 1 1 1 ��• V I I I I I(( I I I f l I�� I I 1 1 1 1 1 1 1 i_ 1111!111 III !I ► �8i ! !1!1111 c►�► 'i� I�a� I I I I �I IIII !! ! ! I I I I I ! I ii►yiaT�, I I I l I —I • 1 _I 1_LI ! T 1 1 I- ! 1 I 1 1 I! 1 I 1 -I 1 1 1 1 1! 1 1 1 1 1 I I. _; I t I 1 I T T-1 F77 1� t2K 1!:—I _! II 1 1 1 -TI f l I ��_(� I I T 1 I—! i I- I 1 1 1 1 1 1 1 1 1 1 I I I .. ! I l i l l l!! I f l I I I I II V I I I 1 1 1! I I I . I I I I I I I. _• i I! I_ I, T T I I! f l� l l!! 1 1 1 1 1 1 I 1►_ i,� iiia 12����,111t_�II�II►�,II►��lil I�IZ►, tt 1__Itillll II !1 ! ,IT-TI�I 1 VIII Ili; II►I! ! •I illilll! 11!1111FI II!ill}il 111! !III !I! II IIi111! 1 1111!_- 1 S_� I ( I ! I I_! ! i i I I I I ! I _ `(_! I I X � Or ! /v o ! 1 1 1! I I -1 I I /f 6,',-g lc)l coo T 11_ 3 ! i�� 111i�li!1}!III_Ifl!_!!IIII!�IIIII!1111�_ t ! ! 1 t ! ! ! 1 TVA �. .i 3.,170 G_�z'i Hill I I I I I I I!! �t 1 Pt.IMI�-/I.' 7/ /�tu/'�l !T7! r /� i I I i�ni + ,r'�c� ! �Ils � 1c_1 !lw�P�'Ii�I ►I(►!!!I!!!�ii+!� I�i!i!Iili r Isu ! !='C4.')C'r� _(I�)c1 ! z I�!g3 `� ! I L�-WL '� 1U. S -S) (22D QC-) ii I � � � !� �� LLJ!_I i_ ► ` I I I� i ! ! ! ! I I I I I I i i ! I ! I i I I ! ! ! I ! ► � I f _!IfI(I{!II!I(_I!iil.!i(!!!I!!i! _; !!!111111! l!( !—i�r� IIS 2�►0;�0�! !II'(III!I111111i1f(I!iiiillll!I 1 1 1 1 ►, i l i i l i( I I I! i l l l l l l l i i l I A!C-1 of 2(«�(�(4z�, I?�� ,sxtl14KL I 1 12 2,291 1 T III!! I IIII!II! 1 1c�I Z(3�;<ho'�cy� I I I •� ! 2 -1-1-1 � 1 �, _�I_ - , I L-- I I1' 1—I ', 11K'cu►� _ t 12-6 .4 I (o< <3 ! 12 S. !1 i I j I I•i I.I I I I I I U,3 1 25.2$ I I zaI,3 i; �_3 I I i'!�ji I 1 17111i'_!I!Iii I I I t l_Z I I I I I I I 1 1 -24' 2i I I i �� I i '_ I I- I l k Ii�. I I- -I � 1/0. z Imo. , I "21�1,k I I. . I ill '01MY i I !V , I Lit j I I I I I I I �I� I!! l .III I T7 ! ! I _b. SCC, k4-,1 1 1! 1 1 I _, . I Ix v�! t I 1 1 1 l i l►!! ) -W I_I I I� I k &JU _ I_ I I I o. «?�W� 2� G�k i l l l l I I I -- !1111111!Ij!IIII�IIIIIIIiIi(!:�����!ilIII11I —�► ! i Divi i i l l l -I I i i i i i' � !- c /����� ! i ��i_! _� ! I ! I ! i i1 ��:C,2 I �1 I` k 1 �C�2� t; 'C�c�� i � J -F! Il�li!fli(!IIIII._'{ilil!�il! I��IIII�i � iil►� ! cZ !—! ! Ai-L- �lijil!iiilllllllllll!I! �( ��_! Ilili lit -46 Odic-, LI I I F I I I I F -F i i I I I i I I I I I 1 411. ICU41-FKvitLi PROTECT PROCESSING RFCORD APPLICANT: OWNER: PERNIIT #: A. P. #: WORE DESCRIPTAwl.,%. 9FA- DATE q DESCRIPTION OF STEP 3:30 pal. 1,W— 1-M � m -W. A A 1 / Noi 57i° ,�& xclw.s u- Coe C5 - ��� �� � �"�%-�9 September 22,1999 Z Better Builders 5263 Royal Oaks Drive Oroville, CA 95966 Building Permit Number: 99-1735 Assessor's Parcel Number: 061-490-039 ,butte Co LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 .This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Show the supports for your girder trusses (roof and floor trusses) on the plans. What supports floor truss 2 at the right side and at the left where the wall stops? 3. Floor truss FF4 should reflect a point load of 4845 pounds from roof truss T4a. -4' Roof trusses T8 and T9 are incorrect. Provide new ones with the correct spans. The roof trusses submitted today (Sept.22) are not the same as the set I have. The latest submittal does not match the plans. Please submit trusses which match the ones I have. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. Fegt4ired�:when,.pl-an-Check•is-.resumed. Linda Sexton Building Plan Checker "�C 117d r24 17,4 September 22,1999 ,�/ Better Builders 5263 Royal Oaks Drive Oroville, CA 95966 Building Permit Number: 99-1735 Assessor's Parcel Number: 061-490-039. BEAUTY ucrmnimcni vrucvcLvrmcnl =nv16tb 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 This office reviewed the above. referenced building plans. Provide additional. information and/or make revisions to plans, specifications and calculations as follows: 1. Provide new plot plans showing the correct location of the house. 2. Provide one more set of energy calculations. 3 Provide one more set of roof trusses. 4. Roof trusses T8 and T9 are incorrect. Provide new ones with the correct spans. 5. Provide 2 sets of floor trusses. I never received them. Your energy calculations call for R-21. Plans show R719. Please clarify. 7. Use 3 -coat stucco or indicate on the plans how you are achieving the fire resistiveness required,in the subdivision. 8. Provide the second floor framing plan. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. Linda Sexton Building Plan Checker C9 `juilding,;Q,Ivision Section 26-8.1 of the Butte County Code4, requires tills 1 9 9 9 — GD 10 -73 S 2 4 7 acknowledgement be W4rdod prior to, issuance of a building Recorded permit, 2 Official Records J Count -Of � The property described herein Is adjacent to land or Included CANDACE BiliE 3. GRUBBS within an area zoned -for agricultural purposes, :and residents / Recorder of this property may be,* subject' td inconYcniences or ROSEMARY DICKSON Assistant discomfort arising from the use of agricultural chemicals, 02:53PM 17 -Aug -1999 ioeluding, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operanous including, but not limited to cultivarion, plowing, :sprbying, pruning, and harvesting which 'occasionally generate dust,smoke, noise, and odor, Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept discomfort from normal, necc6sary farm operations. All that real property situate in the County of Butte, Sutr o; Uiivraia, descrit,cd as follows: N111+1111q 9 +++1N J oo w b �•����11.�11111 � 11! �,1111�„iallllll ►1111++N++N+NN+111+11+ — _S cu�tapec, — IIIIIIIIINIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII = JO DE AN KEATING COMM. NO. IOM19NDTARV � i FOFM K� ooultr� aawaL o0a May 21L 210 IIIIIIIQIINNN1111111111111111111111111111111111111111111 I REC FEE 16.00 I CONFORM .00 I PENALTY 12.00 i I 1 I Cindy I Page 1 of 4 i Stich inconvenience or Date: % �/7 PROPERTYRS: pal % p�4 761 State of C. County of On 7 -20 - 99 before me, T be personally appeared sore E f 1.2.'S �o0/VE personally known to me (or proved to nip on the basis of satisfactory evidence) to- be the person(s) whose name(s) is/arc subscribed to the within Instrument and ucknuwledged to me that htJsheithcl execo(ed the same in tris/her/their aulhm•lzed capacJty(les), and -that -by his/her/their �Ivnmm-e(s) on (he hUtrulill-W, the.person(s), or the entity upon behalf of H•hich the person(s) acted, executed the Instrument. fill IIIIIIIN1111111111111111111111111111NIIIMIIIIIINIA WITNESS my hand and oMclal seal. = NJO DEAN KEATINQ = vi COMM. No. 109t1919 M NDTARV KW C - CMJFMM Slgnatu= ALAW DA COl1NN to Seal: = My 001101mm. aotQires h1ft 211, 2000 n 1 N uulnulnuuupuNlunlN �— A.P.%O70 ��� W1I111131111tItIt%MI. ittIII tfiitIi#mtt1111c' 1siltItaII eft a �r cm tCi tiii+ tial.lk.Z • O WIA Y?tai�.49! u t�tim Aao" Z t#iltt111�lt1tl1tlill11llt.'1'�,�jttli1x34tfft1�9tiNiiltltliitl a�eear�raiflfstasls+11o1116ta:i13t111atlttulaittti111f D'1''AIPI WA *30 Cit. _ s 4trem)i co i AtbJ r' n3 opAWlijA3 19J£ )4 ,(kATCM to Yt9AkOl A(LVO& b t x. w i Lai +Paoanwormxw om 311tS1118111131ifitl{t31l15411t3iUtt116ttttEttllftEilitlitt w lOurtffft '•r11r T r+.: n 4,yy.7 . (]If f fflfflA �•�� � 4w: t fO fifj r t 1tlt�rf� 6 � EXHIBIT "ONE" Order No. 100783 • A PARCEL 1: Lot as shown that cert?"n ulnl ,, filed in the Office of the County Recorder of CountyCalifo a, onAugust 261987in Book 108, of Maps, at Page(s) 25 and 26. PARCEL II: An easement for road and public utility purposes, 60 feet in width, on, over and under that certain easement shown, as Ratchel Mountain Drive, as shown on that certain Map entitled, "Mount Ratchel Sutdivision", filed in the Office of the County Recorder of Butte County, California, on August 26, 1987, in Book 108, of Maps, at Page(s) 25 and 26. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I, described herein. PARCEL III: A right of way fornpurposes g described line: trip of land 60 feet in width, lying 30 feet on each side of the folio Commencing at the Southeast corner of Section 17, Township 20 North, Range 5 East, M.D.B.&M.; thence along the Southerly line of said Section, South 87° 50' 41" West, 1974.25 feet; thence leaving said Southerly line North 31 51' 33" East, 365,72 feet; thence North 26° 34' 56" V1 est, 1001.79 feet; thence North 630 03' 15" West, 2022.18 feet to the true point of beginning for the line herein described; thence from 16° said true point of beginning, South 020 25' 07" East, 947.78 feet; 26' 52" East, 1236.24 feet :o a point which bears North 87 ° 50' 41 " East along the 7.69 fet and Southerly line ofsaid fromection 17, a the Southwesttancecorner°of101d SectiNorth , East, 299.82 feett on 17 and the end ofsa d line. PARCEL IV: A 60 foot right of way for load and public utility purposes, lying 30 feet on each side of the following described centerline: Beginning at a point that bears North 400 54' 39" West, 235.00 feet from saidO3, said point being the true po-.nt of beginning for the herein described centerline; thence eel; South 34 ° 57' 08" East, 254.14 feet; thence South 17 ° 28' 47" East, 206.19 f 5.20 thence South 331 40' 29"1ast, 1 15.80 feet; thence Soot 050 33' 49' st 10 10 feet; thence South 27 ° 29' 51 " East, 141.20 feet; thence125.71 feet; thence South `)41 33' 38" West, 143.07 feet; thence South 380 30' 54" East, 100.40 feet; thence :south 680 20' 14" East, 98.45 feet; then ce South 350 OV 14 East, 71.23 feet; thenca South 29 02 24 West, 115.56 feet; thence South 330 19' 37" East, 118,23 feet; thence South 700 35' 01" East, 168.24 feet; thence South 050 19' 39" East, 126.16 feet; thence South 730 43' 24" East, 346.30 feet; thence South 240 07' 56" East, 90.98 feet; thence South 190 26' 02" West, 189.31 feet;. thence South 440 18' 48" East, 276.09 feet; thence South 330 13 40 East, 337.04 feet; thence South 500 34' 41" East, 351.00 feet; thence South 880 44' 32" East, 110.02 feet and the end of this description. M 'efpNiflffUffifel w OOOt'8Z�(pjy f►Hfflflflllfi�. bl%oognoco fyyyy 4v flllUglll$f-{ 2 etB�oc . r1d,�,� _ ON ."Y405Ny yulu��ul � 11Q� a cocr IIINif111111p11141f% a Nlllllflll nunnunnlleunenluulllllilllllutlmnuonllm c OOOZ 'w kQY wads vutoo Arj NZmw vcstww/ z = 8MIMt SON 'VffW = ONLLM NV 3o or N 1111111111111111111111111111t1It111611{ItN11111111111111t1t 11111111111111111111111111 IHit own a t e/eoeot �11w►� N = I)NLLV3X Nr 37 or 3 {�q{{{MYIIIIIIIIIINMMMi1N11��pNIM nnum _ nuu,numtluminwtnullnnllul`ulull OOOZ 'W Av" sanbce 'wwoo An Ai mm vat \, z MPI�O�i�rO OrW-W AWUM t �8MW 'ON -POWO OVLLV3)1 NV 30 OP ^� i111U�4111111111111111111111N1111111111pINI11M1t111111{ �1. ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE SECTION 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads -as follows: Name of Notary_ 0 �e � h 21�.i�i n Expiration Date: d � Z 9ZDO O Commission I.D.# Manufacturers I.D.# He S 7 - Count y 0- M �P_ A0, State ( 6— < «►2 �V t -p Place of execution of this declaration e�6-VY Dated: 1999 8 Signature (Firm name if any) L A N D O F N A T U R A L W E A L T H A N D BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 September 22,1999 Z FAX: (530) 538-2140 Better Builders ' 5263 Royal Oaks Drive Oroville, CA 95966 Building Permit Number -99-1735 Assessor's Parcel Number: 061-490-039 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Show the supports for your girder trusses (roof and floor trusses) on the plans. What supports floor truss 2 at the right side and at the left where the wall stops? 3. Floor truss FF4 should reflect a point load of 4845 pounds from roof truss T4a. Roof trusses T8 and T9 are incorrect. Provide new ones with the correct spans. The. roof trusses submitted today (Sept.22) are not the same as the set I have. The latest submittal does not match the plans. Please submit trusses which match the ones I have. Plan check will continue upon receipt of the above items. Additional items may be required when plan check is resumed. irequired when p:lana+check is-,Fesum— eds. Linda Sexton Building Plan Checker 1-4 nzrd 6ul 1117,4 74-- ..+1+14""��Wv-aw./p. �,�I•�R+iil7iYQ �!{ih-�,3'..v.��:.,4rttKIP?1,�V/^f�Rk4il:.�"5..:�.hYiryi°i•'•tl""�kt.�'r-..'v::..7:?'. j'...�Krrci•tv+�:r.rT .r '�..tvr - _. .r.-. 1 ,: �, .. - .. .. f 177, 101- i -, BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM",7 ,.• �'"� ; ��� � ! `�~/ s (One form per Building) / ,rx \- School lDist,icti' ! _ .}�,. 1 . Building Department No. l" A P. Number ' .f/'r �% t� 3 , • Jurisdiction: F__ -D City County Property Owner Property Location/Address Subdivision I Lot No. ...............................................................:...................................... g Residential Development Sq Footage O No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): ................................................................................................................. Commercial/Industrial 1, *Sq. Footage e ' , New Addition (Including Exterior r i Roofed Areas) Building Department Representative Date }b • x ,door mans revlewea oy acnooi viscnct r-ersonneo District Identification /'�No. n__-_QD v+ ! District certifies that! I (Applicant) Sd'q- 2S -I.4- 'LI�I.u7X X J�SL ` (City) has complied with the requirements of Resolution No re,esl ngtin p : ` J�0_2C) square feet. School District Representativ r` • .. - / %6Remarks:,,, 1 L�' ��'�f?� (iiL/'�C�/ [�i� L64' r, --?V.4 Of/f�7 C�y�it Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(x), 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 ip 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), rc'1 ;;this project may be subject to additiqnal,schobl fees to fully mitigate its impact on the school district's schools. White (applicant),, Yellow ((du,ilding department), Pink (school district) ' laerorm.xls 110/981dmm ;.rsti11d1ttg fJtvislon FC)R=RSIUENT AL• pEYELf�Ph?r'T COPY of Document Recorded Sccct;;n2tS 8 1 ,of . thef;Butte ,County;, Creqres this 17 -Aug -1999 1999 0035247.. aCltowlcd^gctncnt bc:'�`P uiildi f nor o �ssdaace o n8 not. been co! { c�e 1 Has mparedrith - cY}, original - t 4L �� E,' ! :•1 - I D. a ; A: °' t BUTTE COUNTY RECI`�RDER The property delscrib hbrein is�adJa WIf, f1 nd o'Innclu�?d wit'hln arcatzo"ncd;to'r.agncultural+Purpo.4andestdeots of this grope y•_,yS aWA y be su6jcct ,toy t ti aen"� poi x d�scotnfort ansingi4frotnr the use of acultuecals tocludln .,buts inot' ltinited ,w ' hcrb�c desgn pesnetdes,$�and � fertilizers,: and, frotnr t)eypwswt ,of agnculiiralo nous I Including,'but not`ttmited t6: pl 0 '` R!, t -y rhe4 W ilia r� yea r1r. D n8 and `' ba"itvrstt�g which soccasl lyg. aerate "R�e ,.,c, `t�}c 7�'i • i -tY i� iY, t e •'�, S s re dost,smoke, noise, aud�odor ButteK_Connt�'s establ shed � ;:,. agn U'ju zones which`have as a priotityiiWs for pr0auCtivc agricultural purposes and residents within said zoncs and on adjacan( property should be prepared to accept such inconvenience or discomfort from normal, neccsssary farm operations. All that real property situate in the County of Butte, Stair of Ca;ifurala, described as follows: a1a1,,a�aa�ta,�� NNNN � N jo o a� �N a �jS1�M_1��`Z�`�;t�tN Z N� IN�,NN"NN, ate► 1O„1, Date: �7 State of Ualifor la ) County of ) llllllllltlllllltltllllllllllllllloll III llllllllllltlllllln JO DE AN KEATING comm. NO. 100119 y NOTARY Fume - CALIFORNIA � x ALAM EDA COUNTY "a My aneou wy 29, 2000 IIIIIIIIIIIaMlllllllllllllllllllllllllllllllllllllllll PROPERTY RS: / ----T- On '2-20 - 99 before me, T A -s _r personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose n rne(s) is/are subscribed to the within Instrument and tick nowk: ged to rne that heish0the) executed the Same in his/her/their authorized capadty(les), and that by his/her/thtdr slpnHtur•e•(s) pn (he i�Utreimenl, the person(s), or the: entity upon behalf of which the person(s) acted, executed the Instrument. IIIIIIIIIIIIIa1t111111111111111111111111111N111111MIM WITNESS my hand and of kcal seal. = JO DE AN KEATINO t w COMM.ONO. 1099919 = ac NOTARY KSS - CA JFMM r ASA COUNTY Ir Signals Stztl : M, aomn =On MR 21L 2W a Q � � 1 1 1 111111111111111111111111111111 �— A. P. / CO3ticwt� /�/p, 109'�/� EXHIBIT "ONE" Order No. 100783 • A PARCEL I: Lot.4,, as shown on that certain Map entitled, "Mount Ratchel Subdivision", filed in the Office' of the County Recorder of Butte County, California, on August 26, 1987, in• Book 1OS of Maps, at Page(s) 25 and 26. PARCEL II: An easement for road and public utility purposes, 60 feet in width, on, over and under that certain easement shown as Ratchel Mountain Drive, as shown on that certain Map entitled, "Mount Ratchel Subdivision", filed in the Office of the County Recorder of Butte County, California, on August 26, 1987, in Book 108, of Maps, at Page(s) 25 and 26. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I, described 11 _'� herein. PARCEL III: A right of way for road ng descebede a strip of land 60 feet in width, lying 30 feet on each side of the folio Commencing at the Southeast corner of Section 17, Township 20 North, Range 5 East, M.D.B.&M.; thence along the Southerly line of said Section, South 87° 50' 41" West, 1974.25 feet; thence leaving said Southerly line North 31 51' 33" East, 365.72 feet; thence North 26° 34' 56" West, 1001.79 feet; thence North 630 03' 15" West, 2022.18 feet to the true point of beginning for the line herein descrihe ; thence from 16 ° said true point of beginning, South 020 25' 07" East, 947.78 feet; 26' 52" East, 1236.24 feet to a- point which bears North 87 ° 50' 41 " East along the Southerly line of said Section 17, a distance of 1017.69 feet and North 650 35' 15" East, 299.82 feet from the Southwest corner of said Section 17 and the end of said line. PARCEL IV: A 60 foot right of way for load and public utility purposes, lying 30 feet on each side of the following described centerline: North 400 54' 39" West, 235.00 feet from said tO ro Beginning at a point that bears ence3� said point being the true pont of begin9for South 17herein ° 28S47"eEast,n206n19 feet; South 34° 57 08 East, 254.14 feet, thence thence South 33° 40' 29" l=ast, 115.80 feet; thence South 05° 33' 56" West, 105.20 feet; thence South 27 ° 29' 51 " East, 141.20 feet; thence South 540 49' 51 " East, 125.71 feet; thence South t)40 33' 38" West, 143.07 feet; thence South 380 30' 54" East, 100.40 feet; thence %south 680 24' 14" East, 98.45 feet; thencethence South 33° 14" East, 71.23 feet; thenc3 South 29 02 24 West, 115.56 feet; ' 19' 37" East, 118.23 feet- thence South 700 35' 01" East, 168.24 feet; thence South 050 19' 39" East, 126.16 iest; thence South 7311 43' 24" East, feet;. 346.301 feet; thence South 240 07' 56" East, 9x.3.98 feet; thence South 190 26' 02" West, 189.31 feet;. thence South 440 18' 48" East, 276.09 feet; thence South 330 13 40 East, 337.04 feet; thence South 500 34' 41" East, 351.00 feet; thence South 880 44' 32" East, 110.02 feet and the end of this description. ZVI. Apollm" J0,0E V jKE- k ATING Z: CAL MAMMA 6c��j Wy "No MON WY 28. 2= WNW V AN KEAlIN13 Muc- llwo Somme cli JO DE AN KEATING COMM. NOL "me WTARY KOM - CALFOFNA al/ ALAMEDA COUNTY 40 Ar 'jo DIE AN c KE4 -OAW ovo IOTAiiypLlm-jc-- loftlg J%Q&DA -CAUFORAM V ...... May 28, 'low September 15, 1999 STRUCTURAL CODE COMPLIANCE COMMENTS Owner: Pat Moore Project Jurisdiction: Butte County, Berry Creek A.P.N.: 061-490-039 Project Description: Single family residence NOTE: REVIEW AND ISSUANCE OF A PERMIT DOES NOT AUTHORIZE ANY VIOLATION TO ADOPTED CODES OR ORDINANCES OF LOCAL OR COUNTY JURISDICTIONS, STATE OR FEDERAL STATUTES. NOTE: this review is for lateral design only. No gravity structural calculations (beams, floor joists, trusses, etc) or attachments were provided. Plans submitted 9/15/99 are Approved as noted in red, for lateral design. Plan Checked by:. . Keith F. Long / Archi ect Consultant KL/a:/Bc i x Attach: None 99-117-33 September 1, 1999 STRUCTURAL CODE COMPLIANCE COMMENTS Owner: Pat Moore Project Jurisdiction: Butte County, Berry Creek A.P.N.: 061490-039 Project Description: Single family residence The following items require correction or resolution before the issuance of a permit: NOTE: REVIEW AND ISSUANCE OF A PERMIT DOES NOT AUTHORIZE ANY VIOLATION TO ADOPTED CODES OR ORDINANCES OF LOCAL OR COUNTY JURISDICTIONS, STATE OR FEDERAL STATUTES. NOTE: this review is for lateral design only. No gravity structural calculations (beams, floor joists, trusses, etc) or attachments were provided. 1. Provide shearwall schedule on prints. 2. Detail 1/4: use 12" a.b. for two -pour systems. 3. How will the use of specified common nails be verified? Suggest specifying nails by diameter and length per NER. 4. Show compliance with UBC T 23 -II -1-1, footnote 3, applicable at Shearwall Type 3. 5. Detail or otherwise adjust holdown anchor bolts to accommodate 3x sill plate, where used. 6. Check lateral for and incorporate applicable rho factor per UBC 1630.1.1. 7. Calculate overturning resistance using a moment arm measured from one holdown bolt to the outside of the opposite boundary member, not the overall length of shear wall. This is usually only critical in short walls. 8. COMMENT ONLY: thank you for a clear and well -laid out set of plans and calcs. For information regarding this plan check, CALL 877-1908 Plan Checked by:. . Keith F. Long / Ar hitect Consultant KL/e:Bc i Attach None i TABLE OF CONTENTS TOC Project Title..........oreJResidence Date....... 08/01/99 Project Address........ A"P` 61-49-39'(71-08) ******* ------------ -------- Oroville, CA *v4.51* Documentation Author... Steve Nelson Steve Nelson ******* ; Building Permit # 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-58;9-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... ------------------------------------------------------------------------------- MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -TOC User#-MP2019 User -Steve Nelson Run -Typical House -----------------------------=------------------------------------------------- F i TABLE OFCONTENTS ----------------- - Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 -FORM C -2R ................. 6 HVAC SIZING ............... 11 4+d, �4NG DEP -R ;� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Moore Residence Date. ... 08/01/99 Project Address........ A.P.#61-49-39 (71-08) ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson Building Permit # Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------ MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House GENERAL INFORMATION Conditioned Floor Area..... 3020 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.... Slab On Grade Glazing Percentage......... 21.1 % of floor area Average Glazing U -value.... 0.55 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type ------------ ------- Type R -value -------- R -value R -value U --------------- -value Location/Comments Wall Wood R-21 R-0 ------- R-21 ------------------------ 0.059 Ext. wall Wall Wood R-17.8 R-0 R-17.8 0.065 Comm.to Garage Roof Wood R-11 R-27 R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 R-0 0.720 to outside SlabEdge None R-0 R-0 R-0 0.500 to garage FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation ------------------- (sf) Value es Description Shading Fins Type Window Front (E) ----- 20.0 ----- ---- 0.550 2 --------------- Drapes.Wht ----------- None ---- Yes --------- Vinyl Window Front (E) 6.0 0.520 2 None None Yes Vinyl Window Front (E) 12.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (E) 10.0 0.520 2 Drapes.Wht None Yes Vinyl Window Front (E) 7.0 0.520 2 None None Yes Vinyl Window Front (E) 10.0 0.520 2 Drapes.Wht None Yes Vinyl Window Front (E) 12.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (E) 20.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (E) 6.0 0.520 2 None None Yes Vinyl Window Right (N) 16.0 0.550 2 Drapes.Wht None Yes Vinyl Door Right (N) 20.0 0.550 2 Drapes.Wht None Yes Vinyl Window Right (N) 12.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 30.0 0.550 2 Drapes.Wht None Yes Vinyl Door Back (W) - 41.0 0.550 2 Drapes.Wht None Yes Vinyl CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ----------------------------------------- Project Title.......... Moore Residence Date........ 08/01/99 MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM CF -1R , User#-MP2019 User -Steve Nelson Run -Typical House ' ------------------------------------------------------------------------------- THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) Location/Comments -------------------------- --------------- ------------------------ S1abOnGrade No 1987 3.5 Lower Floor HVAC SYSTEMS Minimum Duct Duct Thermostat FENESTRATION Efficiency ------------ Location R -value Type HPSplit 8.00 HSPF ------------- Crawlspace ------- R-4.2 ------------ # of Interior 10.00 SEER Over - R-4.2 Setback Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- Window Back (W) ----- 9.0 ----- 0.550 ---- 2 --------------- Drapes.Wht ----------- None ---- Yes --------- Vinyl Door Back (W) 41.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 6.0 0.520 2 None None Yes Vinyl Window Back (W) 36.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 6.0 0.520 2 None None Yes Vinyl Window Back (W) 24.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 6.0 0.520 2 None None Yes Vinyl Window Left (S) 10.0 0.550 2 Drapes.Wht None Yes Vinyl Window Left (S) 10.0 0.550 2 Drapes.Wht None Yes Vinyl Window Left (S) 3.0 0.520 2 None None Yes Vinyl Window Left (S) 3.0 0.520 2 None None Yes Vinyl Window Left (S) 16.0 0.550 2 Drapes.Wht None Yes Vinyl Window Left (S) 12.0 0.550 2 Drapes.Wht None Yes Vinyl Door Left (S) 20.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (E) 3.5 0.520 2 None None Yes Vinyl Window Front (E) 6.0 0.550 2 Drapes.Wht None Yes Vinyl Door Front (E) 18.0 0.550 2 Drapes.Wht None Yes Vinyl Door Front (E) 18.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (E) 6.0 0.550 2 Drapes.Wht None Yes Vinyl Window Front (E) 3.5 0.520 2 None None Yes Vinyl Window Right (N) 6.0 0.550 2 Drapes.Wht None Yes Vinyl Window, Right (N) 6.0 0.550 2 Drapes.Wht None Yes Vinyl Door Back (W) 40.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 13.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 25.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 12.0 0.520 2 Drapes.Wht None Yes Vinyl Door Back (W) 33.0 0.550 2 Drapes.Wht None Yes Vinyl Window Back (W) 7.0 0.550 2 None None Yes Vinyl Window Back (W) 9.0 0.550 2 None None Yes Vinyl Window Back (W) 7A 0.550 2 None None Yes Vinyl THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) Location/Comments -------------------------- --------------- ------------------------ S1abOnGrade No 1987 3.5 Lower Floor HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type --------------- Efficiency ------------ Location R -value Type HPSplit 8.00 HSPF ------------- Crawlspace ------- R-4.2 ------------ Setback HPSplit 10.00 SEER Crawlspace R-4.2 Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL* Page 3 CF -1R Project Title.......... Moore Residence Date... .... 08/01/99 ------------------------------------------ MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM CF -1R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS ------------------------ COMPLIANCE STATEMENT Tank External Energy Size Insulation Factor (gal) R -value -------- ------ ---------- -------------------- 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 shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER .Name.... John Starr Company. Better Builders Const. Address. 5263 Royal Oaks Dr. Oroville, CA 95966 Phone... (530) 589-2574 License. #323225' Signed.. ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) (date) DOCUMENTATION AUTHOR Name.... Steve Nelson Company. Steve Nelson Address. 1 Hall Drive Oroville, CA 95966 Phone... 916-589-3585 Signed. . S- ( -919 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Moore Residence Project Address........ A.P.#61-49-39 (71-08) ******* Oroville, CA *v4.51* Documentation Author... Steve Nelson ******* Steve Nelson 1 Hall Drive Oroville, CA 95966 916-589-3585 Date........ 08/01/99 --------------------- Building Permit # Plan Check / Date Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House 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 into the permit documents, the features noted shall be considered by all parties as binding 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- er ment *150(a): Minimum R-19 ceiling insulation. ✓ 150(b): Loose fill insulation manufacturers labeled R -Value. —1/' *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). ✓ *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. ✓ 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, 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 a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. ✓ 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. tl 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC 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 5 MF -1R Project Title.......... Moore Residence Date........ 08/01/99 MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM MF -1R User#-MP2019 User -Steve Nelson Run -Typical House SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating systems. �- 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 601 and 603; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 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 installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). ✓ LIGHTING•MEASURES ----------------- Design- Enforce- er ment 150(k): 40 lumens/watt or greater•for general lighting in kitchens and rooms with water closets; and recessed ceiling 'fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C -2R ------------------------------------------------------------------------------- Project Title.......... Moore Residence Date........ 08/01/99 Project Address........ A.P.#61-49-39 (71-08) ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson Building Permit # Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- ----------------------------------------------------------------- ----------------------------------------------------------------- MICROPAS4 ENERGY USE SUMMARY = ---------------------------- Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) Design Design Margin = _----------------------------------------------------- _ = Space Heating.......... 20.55 16.47 4.08 = Space Cooling.......... 10.57 14.03 -3.46 = Water Heating.......... 8.65 8.65 0.00 = Total 39.77 39.15 0.62 = *** Building complies with Computer Performance ----------------------------------------------------------------- ----------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 3020 sf Building Type .............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... FullYear Floor Construction Type.... Slab On Grade Number of Building Zones... 1 Conditioned Volume......... 27545 cf Footprint Area ............. 1987 sf Ground Floor Area.......... 1987 sf Slab -On -Grade Area......... 1987 sf Glazing Percentage......... 21.1 % of floor area Average Glazing U -value.... 0.55 Btu/hr-sf-F Average Ceiling Height..... 9.1 ft COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Moore Residence Date........ 08/01/99 - ------------------------------------------- MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) -=--------------------- (cf) Units itioned Type --------- ------------------------ (ft) ------ (sf) HOUSE R-val Azm --------- Residence 3020 27545 1.00 Yes Setback 0.0 '1.4 OPAQUE SURFACES Surface ------------ HOUSE 22 S1abEdge' 23 S1abEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 194 0.720 R-0 38 0.500 R-0 No to outside No to garage Area U- Insul Act Solar Form 3 Location/ Surface -------------- (sf). value R-val Azm Tilt Gains Reference Comments HOUSE ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 141 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall 2 Wall 209 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall 3 Wall 176 0.059 21 90 90 Yes W.21.2X6.16 .Ext. wall 4 Wall 180 0.059 21 0 90 Yes W.21.2X6.16 Ext. wall 5 Wall 342 0.065 17.8 0 90 No W.19.2X6.16 Comm.to Garage 6 Wall 522 0.059 21 270 90 Yes W.21.2X6.16 Ext. wall 7 Wall 396 0.059 21 180 90 Yes W.21.2X6.16 Ext. wall 8 Wall 126 .0.059 21 180 90 Yes W.21.2X6.16 Ext. wall 9 Wall 102 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall 10 Wall 225 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall 11 Wall 102 0.059 21 90 90 Yes W.21.2X6.16 Ext. wall 12 Wall 45 0.059 21 0 90 Yes W.21.2X6.16 Ext. wall 13 Wall 172 0.059 21 0 90 Yes W.21.2X6.16 Ext. wall 14 Wall 430 0.059 21 270 90 Yes W.21.2X6.16 Ext. wall 15 Wall 172 0.059 21 180 90 Yes W.21.2X6.16 Ext. wall 16 Wall 45 0.059 21 180 90 Yes W.21.2X6.16 Ext. wall 17 Roof 954 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 18 Roof 1033 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 19 Door 20 0.330 0 90 90 Yes None Solid Wood 20 Door 20 0.330 0 0 90 No None Solid Wood 21 Door 16 0.330 0 180 90 Yes None Solid Wood Surface ------------ HOUSE 22 S1abEdge' 23 S1abEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 194 0.720 R-0 38 0.500 R-0 No to outside No to garage COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Moore Residence Date........ 08/01/99 ------------------- MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM C -2R User##-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- FENESTRATION SURFACES --------------------- • # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf.) es Type Type value Azm Tlt Only Shade Description ----------- HOUSE ----- ---- --------- ------ ----- --- --- ---- ---- ------------ 1 Window 20.0 2 Vinyl Slider 0.550 90 90 0.88 0.62 Drapes.Wht 2 Window 6.0 2 Vinyl Fixed 0.520 90 90 0.88 0.78 None 3 Window 12.0 2 Vinyl Slider 0.550 90 90 0.88 0.62 Drapes.Wht 4 Window 10.0 2 Vinyl Fixed 0.520 90 90 0.88 0.62 Drapes.Wht 5 Window 7.0 2 Vinyl Fixed 0.520 90 90 0.88 0.78 None 6 Window 10.0 2 Vinyl Fixed 0.520 90 90 0.88 0.62 Drapes.Wht 7 Window 12.0 2' Vinyl Slider 0.550 90 90 0.88 0.62 Drapes.Wht 8 Window 20.0 2 Vinyl Slider 0.550 90 90 0.88 0.62 Drapes.Wht 9 Window 6.0 2 Vinyl Fixed 0.520 90 90 0.88 0.78 None 10 Window 16.0 2 Vinyl Slider 0.550 0 90 0.88 0.62 Drapes.Wht 11 Door 20.0 2 Vinyl Hinged 0.550 0 90 0.88 0.62 Drapes.Wht 12 Window 12.0 2 Vinyl Slider 0.550 0 90 0.88 0.62 Drapes.Wht 13 Window 30.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 14 Door 41.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 15 Window 9.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 16 Door 41.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 17 Window 6.0 2 Vinyl Fixed 0.520 270 90 0.88 0.78 None 18 Window 36.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 19 Window 6.0 2 Vinyl Fixed 0.520 270 90 0.88 0.78 None 20 Window 24.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 21 Window 6.0 2 Vinyl Fixed 0.520 270 90 0.88 0.78 None 22 Window 10.0 2 Vinyl Slider 0.550 180 90 0.88 0.62 Drapes.Wht 23 Window 10.0 2 Vinyl Slider 0.550 180 90 0.88 0.62 Drapes.Wht 24 Window 3.0 2 Vinyl Fixed 0.520 180 90 0.88 0.78 None 25 Window 3.0 2 Vinyl Fixed 0.520 180 90 0.88 0.78 None 26 Window 16.0 2 Vinyl Slider 0.550 180 90 0.88 0.62 Drapes.Wht 27 Window 12.0 2 Vinyl Slider 0.550 180 90 0.88 0.62 Drapes.Wht 28 Door 20.0 2 Vinyl Hinged 0.550 180 90 0.88 0.62 Drapes.Wht 29 Window 3.5 2 Vinyl Fixed 0.520 90 90 0.88 0.78 None 30 Window 6.0 2 Vinyl Slider 0.550 90 90 0.88 0.62 Drapes.Wht 31 Door 18.0 2 Vinyl Hinged 0.550 90 90 0.88 0.62 Drapes.Wht 32 Door 18.0 2 Vinyl Hinged 0.550 90 90 0.88 0.62 Drapes.Wht 33 Window 6.0 2 Vinyl Slider 0.550 90 90 0.88 0.62 Drapes.Wht 34 Window 3.5 2 Vinyl Fixed 0.520 90 90 0.88 0.78 None 35 Window 6.0 .2 Vinyl Slider 0.550 0 90 0.88 0.62 Drapes.Wht 36 Window 6.0 2 Vinyl Slider 0.550 0 90 0.88 0.62 Drapes.Wht 37 Door 40.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 38 Window 13.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 39 Window 25.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 40 Window 12.0 2 Vinyl Fixed 0.520 270 90 0.88 0.62 Drapes.Wht 41 Door 33.0 2 Vinyl Slider 0.550 270 90 0.88 0.62 Drapes.Wht 42 Window 7.0 2 Vinyl Slider 0.550 270 90 0.88 0.78 None 43 Window 9.0 2 Vinyl Slider 0.550 270 90 0.88 0.78 None 44 Window 7.0 2 Vinyl Slider 0.550 270 90 0.88 0.78 None COMPUTER METHOD SUMMARY Page 9 C -2R Project Title.......... Moore Residence Date. ... 08/01/99 ----------------------------------------------- MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM C -2R User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface ----------- (sf) ----- Hght ----- Wdth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght Ext Dpth Hght HOUSE ---- ---- ---- ---- 1 Window 20.0 4.0 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 6.0 1.3 n/a 2.0 0.0 n/a n/a n/a n/a •n/a n/a n/a n/a 3 Window 12.0 4.0 n/a 2.0 12.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 10.0 6.7 n/a 7.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 7.0 1.0 n/a 7.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 10.0 6.7 n/a 7.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 12.0 4:0 n/a 2.0 12.3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 20.0 4.0 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 6.0 1.3 n/a 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 16.0 4.0 n/a 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 20.0 6.7 .. n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.0 4.0 n/a 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 30.0 6.0 n/a 10.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 41.0 6.8 n/a 10.0 1.7 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 9.0 3.5 n/a 10.0 1.7 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 41.0 6.8 n/a 10.0 1.7 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window, 6.0 1.0 n/a 10.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 36.0 6.0 n/a 10.0 1.7 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 6.0 1.0 n/a 10.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 24.0 4.0 n/a 2.0 13.0 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 6.0 1.3 n/a 2.0 12.0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 10.0 5.0 n/a 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 10.0 5.-0 n/a 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 3.0 1.6 n/a 2.0 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 3.0 1.6 n/a 2.0 3.5 n/a n/a n/a n/a n/a n/a n/a n/a 26 Window 16.0 4.0 n/a 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 27 Window 12.0 4.0 n/a 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 28 Door 20.0 6.7 n/a 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 29 Window 3.5 2.0 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 6.0 4.0 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 31 Door 18.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 32 Door 18.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 6.0 4.0 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 3.5 2.0 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 6.0 1.5 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 6.0 1.5 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 37 Door 40.0 6.7 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 38 Window 13.0 5.0 n/a 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 25.0 5.0 n/a 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 40 Window 12.0 3.0 n/a 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 41 Door 33.0.6.7 n/a 12.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 42 Window 7.0 3.5 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 43 Window 9.0 3.5 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a 44 Window 7.0 3.5 n/a 2.0 1.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 10 C -2R Project Title.......... Moore Residence Date....:. . 08/01/99 MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -FORM C -2R ' ,User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments --------------- ------ ----- --------------------- -------------------------- HOUSE 1 S1abOnGrade 1987 3.5 28.0 0.98 R-2.0 Lower Floor HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS " ------------------------ Minimum Duct Duct Duct System Type ---------------- Efficiency ------------ Location ------------- R -value ------- Efficiency ---------- HOUSE HPSplit 8.00 HSPF Crawlspace R-4.2 0.880 HPSplit 10.00 SEER Crawlspace R-4.2 0.910 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS " ------------------------ HVAC SIZING Page 11 HVAC Project Title.......... Moore Residence Date........ 08/01/99 Project Address....,.... A.P.#61-49-39 (71-08) ******* --------------------- Oroville, CA *v4.51* Documentation Author... Steve Nelson Building Permit # Steve Nelson 1 Hall Drive ; Plan Check / Date Oroville, CA 95966 916-589-3585 ; Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS4 v4.51 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.51 File-MOORE4A Wth-CTZ11S92 Program -HVAC SIZING User#-MP2019 User -Steve Nelson Run -Typical House ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. Volume..................... Front Orientation. .. ... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design._...'. Summer Outside Design.i..... Summer Inside Design....... Summer Range ............... Interior Shading Used...... .Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3020 sf 27545 cf Front Facing 90 deg (E) OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY -------------------------------- Opaque Conduction and Solar...... Glazing Conduction............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts ........................ I...... Sensible Load .................... Heating Cooling (Btuh) (Btuh) 17150 7395 13916 9045 n/a 15557 15668 6433 n/a •2100 4673 2027 51407 42557 Latent Load ...................... n/a 8511 ----------- ----------- Minimum Total Load 51407 51068 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. , -5.87' g '4/'W <!'owA0 - 477- /i' PA 4W � a ars/ 4gOO.00 lR) s.r ,V?►nvrr NW CONI. 1104.,55 OSIO 'w -ICN r .Ohre. ?O x.,ewrf OF •WAY ANO iE.0 a6 - IZ 776 AND 7784') O. R. /!G l/af 9EEN/ZELOC�TE/J TO c j /IGTCA/!L .NO!/.VT.4/N.O/I/YE, .460' P/b R/T L O I 7 \, OF JV -4 Y LJN/> /-7U94 /C UT/� / j j' L-'��E.t IENj '9.0-4.4C 8 �� /4 TO /!r RE�EQYEO /N OEC' Oy. SEE aw E PSS a 1 \ o CEQT/A/l-OTE ON 4.Vee7 /FO/.P OAFt/7 OF ?) TNL' /IO.4,00 /N TN/d SL/i!/J/YH/ON /YE QE NOT F • R��d O.O.L. OG�i/GNE/O O.P COM'?TPUCTE.O TO COMPLY /Yi7/d �I �1� a lr'�� 1 gTDN-OQAP/tS FOQ /7,0el75 TO /JE OCCEPTE/> H Y TA//]7//--COUNTY AO/I,NL!/NTeA/-ONCE . OIZO - C, 7 1}t y� 1► .6 a) A47C- A0.4-PLes -OVe lC4C.VF/t'l/J fPEL`SET.�eCt' a r�/���. / �•� { ` �� L �- ,O -CCG -C , TO C �SGO/7K /N EXCESS OF VO /., fiVGLES . (so's�rv-oc-t') oPwEtLs (ialo'�,cTaae) CA- / '� DC?. 4) OLL /3C//LO/N65 SA/dZZ /9E S 7X/! AdCL OIY/NG M/T/GL T/ON M.rafU.?L9 .O/IG ?lJU/.PEO Q CO.t/ST/ZUCT/ON IV/TH/N OU/[O/IVG J/TES PN 17(EJf LOTJ. � L �� t es / \/I .• � A) FOUND -rl4MS PLaceo _ w CAM. -em yr MATE.f/AL J , - �e 74 4 C \I 6) NO STEEr CUTS ^le,44 6U/LD/N6S. / V Cf 5//teee-V/7,7ed.C-Yd/I/94-2-T9vC,(•feaErofJt50'. ••a//�/ \ �.� ' I 11 of 400E/NC: �foTE/7/a L5 TO /sCCLvY T/LE, L/G vTwc/6 vT / `� �U cle" e V r Sf/OKC O/I COMC/IE 7E SAIO A',' l f d EQ/D e -3 a o TOM/N/M/ZE Fi/IE .v-OZA/I/J, 'c.) t•xrr—oe s/OGwoLLs ro re •STUCCO,NAION?YO?QOCA-' � / / $ dA O. R./3G 7&/" M,aY.�e wood. /1a•'f a'/ �.J X'OFL'.VC/,V6-SA/eLL 19E eaforE.O IAI di7eva KA/G.PL' S[ol�e ,q EXCEL/» ";Y.. f.�wa) /� tiM1j/ WRI iX//L /J/NG /�GaM/T 4P,�L/CAT/ON7 W/LL Otq(//QG .4 PLOT V/6 COC. A'LaiV X107- TO FXCEE/J ? CCIOe:% //E.? LOT, NOT hVCLL//>/.VC. .4'o7,-.J:%:(p��) �tp�crat• OYE/I SO/. SL O/�L' O/I W/ T-V/,c/ S/ OE Ya R/J , P! rl P Y•e P/7 J 'O'r -SU/4e/.7/Nd S6T,9OC.t�?. i1LL GU/LD/NGJ LOCATED H e vvlrll/N r7VE avE QE'S16Q47-E0 MlIZOIN16 SmF ^edr4 '-LX Lor 8J /SSVA/VCe OF o-eCwITS ON rA,FJf LO TJ MA CEQI.V.CE E�'6/NEE-CA1/G DE.S/6N al A/APOvAt OF TJYY SUTIZ� � � I ,-, COUNTY 6u/Ld/W6 DEPr! ') WZZ.4$ eA//7 fEPT/C 4Y57-CM9-NL/•3T .ge 0L.4CE/7 /.VLO"7710N$ 1 A APP/?Of/e/>.9Y r.4e lAelrrL: COUA/rY./GACT.U/aE/�v/ITMENT. `` 1 Y 1�', j�Owrft `/OO AY -p o) ALL -CORDS L/E W/f//ZA/ ,C/dI/S O/ #VAY AS JNow.v. p Ilex r:* �- WeI( 3EE CUL -OF JAC OF7-A/L Foe A/.A.P, ACCESS . A o2 /44- COYEiV-O.1VrJ CO.vO/T/on/S AN7 ,fFST-'C/CT/ONS -.eco.eDrb LWDEe SEQ. �1-�O rQ CO/VTA/N POGO MA/N Tl NAA/Cf P-COY/J/4NS AN/J ADO/17A�/iIL /iS/FO.fMATiO.�/ OO �'lf a"` TNOr AFFECTS TNEJE L -OTS . 7/'./Q •5S _` / O ��.+o 7) ALL CONSTRGCT/ON 0, -Cels ANO DE.QO ✓ELEr-AT/ON /--',Y7'o//O Cd TO 4E REMo✓ED /N COh/FOEM 9.YCE w/7 -t/ F/SV ,IVO I�wQ'-nviranmental Health ��.�.o b.gHE ANO CAL /rO PN/A p ,. Qm /oo' e • . UT/L/ZLc STANDARD COn/ST.PUcT/ati PRACTICES RNO SUN 1 0 1999 O k/00'.,' � '2 /s EROS/OW CONT -COL M, -ASV. 6Y SUCH AS- r"OJE L /STED N TF/E E-POSICW AWG ,FED/i✓JENY CON7'.iOL A/A`i✓D600.� O /�•'� v i County (:enter Urive � ,�,/�-n•ff vr&-D 6y, THE 50'r 0"'1 CONSECYAf/oma✓ /9e/. F� nroville.Ca FA 539 - 21 g6 LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE OWNERS " "�ie`ry4W NAME C : J7� / S PRINT LAST NAME FIRST ADDRESS / LOCATION: /// V ' Building Permit No. NUMBER COUNTY ZONINGn DESIGNATION: /1 / tJ� FLOOD MAP: , FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: - LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: /-%% R,40 SEL V 40 DATE OF RECORDING: 8�Z �O/8 % LOT BOOK /0 PAGE 26 2 COMPLIANCE WITH OLD SU DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DMSION UNLESS OTHERMSE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all ebsting wells. —5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. X7. 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. —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 . E `08 M o1 n ol�S -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. Payment to be made to the Planning 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 would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. LD 6/98 RECEIVED FORMS\BLDG PERMIT CLEARANCE MAR 0 S 1999 COUNTY OF BUTTE LAND DEVELOPMENT DIV. PdzT BUILDING PERMIT SITE PLAN CHECKLIST `. APN: Q 61 - L? 9 D - D 39 Building Permit No.: Proposed Use: SFD O MHO Res. AccessoryO Ag. Bldg. O Commercial 0 Industrial O Other: Zone District: 12— l General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Lai Parcel Created By Map? No: Yes:� Book/Page �r,-D'SZ 2,�/24-- Map Conditions? No: Yes: , See reverse side + Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map FrontL- Side SO 0 Side, street Rear S0 3 0 Height Parcel in Land Conservation Agreement? No: X Yes: , Check Use Parcel in North Chico Specific Plan? No: _X Yes: , Check NCSP Zoning Parcel in Floodplain? No:'-">< Yes: , Zone.: Panel No.: O L, DO I7 OB ZS � Parcel in Enterprise Zone? No:--::::< Yes: , Check Use Commemial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: 04 % Reviewed By: Date: X )0--'4� a-EECK SPECIAL CONDMONSIM • MEL- A1J.FUSrQBFPA1DT0THERUHJ)1NGD UNLESS OTHER WISE NOTED, 1. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. ' _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During constriictl , RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at _ least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. _6. Pay the current West Chico Fire Station Fee of $75. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. —8. 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 131), unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. —9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. - -10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to die Planning Division. _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. —13. 14 K:19LDGCH4.FR.t 2 . •K UP 41eaH IL U9 UOJinU3 AUnOD C13nMIddd' Environmental Health JUL Z 71999 7 County Center Uriv, Oroville, Ca