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041-620-036
Notes Q- 3 is PERMIT NO. c-, Lqc< �`ati� 041-620-036 TURNER, R q613�. SIE Cont;: LR0' N.+• — - NEWSING1 jZ c_ 01A Co-"?- 5- Wrr' 04'0071 FIARD ZA DEL SOL, PARADISE TTA BROTHERS FAMILY (3/2) 'z / H ' ,� . �'►'l-"JAS S/� � O S SPECIAL CONDITIONS t CHECKED i ��. BY a ii SRA RE FLOOD C CERTIFICATE Q 7 FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER • i q. I Ir i OFFICE COPY 4 I 'i AddressGAS Meter By—l/'r� Date /�� ELECTRIC Meter By Date JOB FINALED (Date) •� Signature O6 4ti f J=OK O= Not OK, . = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except ff's Zoning Requirements -Setbacks -Easements 1. 'Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 7. Well Clearance & Disconnect 6. 8. Utility Clearance. 7. Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except H's 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B71 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except ft 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not - =NotAApplicable RESIDENTIAL (Single & Duplex) p . = Not Ready Date UNDE (Plans) OK except #'s 1. o • g Setbacks -Easements -Flood -Slope . t ain; Soils-Elec. Grnd.-/ /" Ftg. Depth 4ffj'q,arage; Soils-Steel-Elec. Grnd.-/ a/" Ftg. Depth g., Porches & Decks; Soils -Steel-/ " Ftg. Depth 5. Stemw IIs, Main; Steel-Blockouts-Wrapped 6. St walls, Garage; Steel-Blockouts-Wrapped v�zlL-w'Seltfbowns and Special Anchors �. 9.0:W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test . � 10. UF. Gas Pi De: Size Anchors -Yard Gas Pi Dina: Size Test J et 14!Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 3 /Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Date t, Card B-1 Date Card B-1 Datel Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower. Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 2 Zixture & Transformer Clearance -Ins. Protection 26. Elec. Receptacles Spacing -Lights & Switches at Doors 2 Size Boxes & No. of Conductors Stapled 2 . mex Installed Close to Edge of Studs & C.J. 2 Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 26. 2 Appliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground Main Disconnect A Equip. Clearances Panels-Motors-Mech. Equip. 3 . Clothes Closet Light -Shower Light -Spa Light 36. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME,r.HANICAL (Permit) OK except #'s 3 . A.C. Ducts Insulation & Support ,Vent Fan, Exhaust above insulation 3 . Condensate Drain & Overflow, Size & Grade 3 /Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 46. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 44. Sills Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound 4,Y' Bearing Walls over Girders & Floor Nailing 44, Draft Stop in Walls (rat proof) 4 Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) 7 Jungers t Caps nchors-Connectors Cling. Jois - r. ies-Purlin-Roll Brac.-Truss-Shting.-Rtng. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bd m. Windows or Exiting Doors -Sill Ht. & Dimensions r k r� 52. arage Fire Protection Framin C a Property Line Firewall & Openings 54 Ext. Doors One 3' -Check Garage 3rd Story, 2 Exits -ff irs; Width -Headroom -Rise -Run -Landing -Fire Protection . Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer \ 2( -cg S - Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. g&ing Area -Glass otec • n -Skylights -Plastic -0 S 6VShear Walls; Naik g -B s 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date /, . ` _,4' Card B-1 j Date Card B-1 Date Card -1 ' Date Card B-1 Date FIN PI ns) OK except #'s j Steps -Door & Sidelight Protection -Landings oke Detector Furnace Vents -clearance -Comb, Air-Connector- XGarage; Above Floor-Ducts-Mech. Protection Broom Exiting I. & Bath Fixtures & Tub Access -Spa 9 ec Trim & Subpanel, Breaker Sizes & Labels ?8. 5 irs & Rails Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. it. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance U,Plec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 76. .C. Duct in Garage -Damper W. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection Ib.; Elec. & Mech. Equip. Listed for Location 7Qr Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Followin Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No %-Z('O "S_ ucco Brown -Finish ,tC. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Vater Well, Disconnect, Electrical, Plumbing .exterior Elec. Trim, G.F.I. Receptacle -Underground ntilation Throughout House Glass Protection 91. Gorrections from Previous Inspections . Gas Test -Meters Tagged, Gas -Electric 93. Peter & Sewer Connected -C/O to Grade -HD Approval 941'�Kergy Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Dat 2w- Card B-1 O j i Date Card B-1 Dat 11!5-- Card B-1 &.,i Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUTTE COUNTY D y_a07/ MAY 1 a 2G0$NTER-DEPARTMENTAL MEMORANDUM W /a —6 — 0� DEVELOPMENT TO: SER`JICES BUILDING DIVISION, OROVILLE I�FROM: ENVIR. TH, CHICO DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME Q SEPTIC:_.: ADDRESS/LOCATION: � Comments: �i07-10, GL/memos/releasehold wCOUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, Calor `a X95965 • Telephone (530) 538-7541 PERMIT No. (Rev. 12/96) APPLICATIQIN�AND PERMIT ASSESSORPARC NUMBERo, u ♦� \� v�� )'=�a,l 4`�•� BUILDING PERMIT OWNER • �. (� TI�� ° ♦ E al(_; ,,� i-C2x SQ FT. os- C. BUILDING VALUATION 7 I .OW S IUNG .ADDRESS &a, 4 06 Q) CONTRACT R'S � N/AME Tom' yON€ I ut Y\i► (/1� J� 4 l CO�RACTO{i, S MAIU • /�W pn 1N� CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ (1 U •/ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee ' $ - ^ 20.00 Permit Fee $ — ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 0 BUILDING ADDRESS If-_ �1 bD f-V6,,. -/r Energy Plan Checking Fee $ / �i \ (N, $ PERMIT FEE $ LOTNO.,- y ••�SUBDNIS IONS NAME -- �.. • - _ f �'•-• i PARCEL MAP PLUMBING PERMIT ^ Filing Fee_ 20.00 " US9OF�STRUCTURE.- w „1's SF � Duplex 13Mobilehome ❑ Other SPECIFY Each Trap 7.00 f ... Solar or heat um water heater 23.00 Water piping 15.00 —Each gas water heater or vent 15.00 c� TYPE OF WORK New)(3 Addition ❑ Remodel ❑ Utilities0 Installation ❑ Other ❑ Describe Work: . Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ � � 4 ELECTRICAL PERMIT Filing Fee _20.00 LE Main Service zo.A OR LESS 23.00 rr LICENSED. CONTRACTOR'S DECLARATION -, t y .. D ^, ."h a I hereby' affi'Punder 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,Ngo and my license is in.full force and effect. License Class "0" � ,�� Lic. No. � � � � t `� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ` ❑ 1 am exempt under Sec. Business and Professions Code for'this reason Main Service 20" TO 1a00A 46.00 NEW CONST. ( DWELLING OCCUP. SO I� U i I OR ADONS. a ACC. BLOB. 3.5aFr: I I.T' MULTI -OUTLET @7,50 a SIN.. o �T Ic R . EX. Occup. OUTLET OR FIXTURES BAL p .50 Ex. Occup. .FI E% RLNs oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 .. Misc. Wirin 23.00 , �1 PERMIT FEE $ • WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. f. I70'0'1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier"�''r`, �'�aMA.-1VSy:�. �ti►� Policy Number V •► n2. (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. _� I t +-t X Date � 1 Signature of Appli • ant -- ❑ Owner O'Co'ntractor ❑ Agent An OSHA permit is required for excavation s •fver�601" dgep, $ je�Tolit nconstruction of structures over 3 stories in height. �� );7pJ rr MECHANICAL PERMIT Filing Fee -20.00 Heating Cooling`.' Hood 6.50 c i, Ventilation V ' M, PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ r.. occ corsT. TYPE A TOTAL FEE $ w t HAZ. D. F 11j 1}j�R L CDF PARCEL, i} Po ,,HD ,ISSN This permit is hereby issued under the applicable provisions in the Butte County Code and/or Resolutions to do work indicated above for which.,fees have been paid. B / Date I \O V y PERMIT EX IRES ON t G Date ReceiptNo. X77%7 7) / % 1� y.73 • 5 `DC7 WHITE-D.D.S.-B`D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t% 09/01/2005 THU 13:44 FAX 530 894 2475 CHICO INSULATION TWILATION CERTIFICATE Job Number: sm stdmLft Krothcry 4513 Pkiafte- CA Contractor/Owner Name Job Address (amt, city, state) CSNViet- ' cffimty -Subdivision Name Lot Number DESCMPTIONN INSTALLATION I. &QOF Material: Brand Name: Thickam ('inches): Thermal Resistance (R.Valw)! Z CEILING Batt orDianket Type:.: Brand Name:,. Thiclams Onches)!:.: ... Thermal Resistance(R-Vajue): Brand Minimum, Ingalled Wei ght/ft miamum Tbidiness. Manufacturer's installed weight per square foot to achieve Thermal Resistance (it -value): 3. EXT_ERIOR WALL F1WW Type; A. Cavity Insulation Thickness inches): -j/j B, Exterior Foam Sheathing fftteriah: ... ... .... TWC6= Onchco) 4. RAISEp FLOOR Material! Thickness (MC*): 5. SLAB 00 R Perimeter Insulation Depth lacbew.'.':: 6. FOUNDATION Thickneits'(Inches): BrandName: Klia Thermal Resistance (It -value)! Brand -Name: ' Thermal Resistance; (R.Va1ft):!--- - ... ..... ... Brand Nam*: Thermal Rest W -Value): -7. Brand'Name-. Thermal Itmistaice (RVolue)-..-.. Brand Name: ......... Thermal ResWnnee (R-VaJ0e).-:: ....... .... DE lON I hereby certify that the above insulation was installed In the building at the above location in codormance with the current E"W Efflc4my Standards for residential buildings (Title 24, Part 6, California Code of 14gulations) as indicated on the Cerweite Of Compuance where applicable. Item Number's S' re aid Date V IMMUM9 Subcontractor (Co. Name) or Geaer.al Contractor (Co. Name) or Owner Number's and Date— Installing Subcontractor. (Co. Name) . 0 . r General Contractor (Co. Nam) or Owner V AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 2004-0052520 Recorded Official yyf Records Count BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:52AM 27 -Aug -2004 REC FEE 16.00 COPIES 3.50 Shawnya Page 1 of AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building if permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date _E_Elc� 101. State of California' County of �w / On PROP �► o OWNERS - before me, n) _ !__ (21�/� o . r Ell personally appeared 1/ 1 y'!5: h 1 L- -Fa4-tie✓ t u.rnek,- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. MARSH Signature Seal: �- IE _O COMM. #1278711 SIJ NOTARY PUBLIC CALIFORNIA 0 BUTTE COUNTY A.P. # Z�Q f MY Commission Expires Oct 26, 2004 ASO s\.t DAM' odder) 1 Ole' • now' x Inv soy • Val • ,4, 1 Preliminary Report Order No. BU -216943-2 MV Description The land referred to herein. is situated in the State of California, County of Butte, and is described as follows: PARCEL I: . LOT 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAY. WAS RECORDED IN THE OFFICE OF TIIE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION; RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23023; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 041-620-036-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #l", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT FOR INGRESS AND EGRESS 40 FEET WIDE LYING 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAINRECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, .1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED a Preliminary Report PARCEL III: CONTINUED Order No. BU -216943-2 MV BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 89° 28'22't EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840'08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3° 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT, THENCE SOUTH 80° 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICES AND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF. THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS,. PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT % WHICH MAP WAS RECORDED IN THE. OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL N'll: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK. 152 OF MAPS, AT PAGES 87, 88, AND 89. C�AI,r l,"Raloul�� �. / Or Preliminary Report . .'_: _ _. _-. _ -- - - -. _ ._ _ ._ .. _ . Order No. BU -216943-2 MV- DESCRIPTION CONTINUED . PARCEL VIII: AN EASEMENT FOR PUBLIC SERVICES, SEWAGE.DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVIC S - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (R6.12/96) APPLICATIONANUPERMIT I ASSESSOR PARCEL NUMBER tj �. ZT 1> BUILDINGPERMIT OWNER ! 1/ l' z '16 T LEPH EE � SO. FT. 0, C. BUILDIN VALUATION G+ j IUNG.ADBRR€$`S �- /ADI.,V CONTRACT R'S E TELEP E OU ` DRESS i' ` MIU'/ayelLENDER'S CONSTRUCTION LENDER�ITF ANO. Fireplace MAILING ADDRESS Total Valuation $ . C), ARCHITECT OR ENGINEER LICENSEFiling Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS`�, f Energy Plan Checking Fee $ V $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 'A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New)] Addition ❑ R.e\model�❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: V \, 9— tokl' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600VOR LE ) Main Service zo.A OR LESS 11 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 iforce and effect. License Class Lic. No. � 119 t 11 OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. SLDs. sO Q ;-71 3.50FT. NEW CONS .OUTLE7 NON-RESID. MULTI.CIRCUITS@7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 p 1.50 BAL @ .50 Ex. Occup. OFuT�°s RS D I E 5.00 Temporary Service 23.00 Mobile Home F cilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2-11have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier `tz,61Tg_ rL, P. fV_SC Ja . 1-3 Policy Number 40L!31k --- 42>,c:so3171 to — 02 ` (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date t�'_t 'Zt-t Signature of A an - ❑ Owner ontractor ❑ Agent An OSHA permit is required for excavations over 5'Q,dfl �ep a olition or construction of structures over 3 stories in height. 1 �'� MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation,50 PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ GCC CONST. TYPE OTAL FEE $ HAZ. D. F IM OD I CSF PARSEL PD D su This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indic Ove for which fees have been paid. / By Dater, lP PERMIT E PIR SON I6 b 'y� I ate ReceiptNo. •� WHITE-D.D.S.- CANARY -ASSESSOR P NK -INSPECTOR GOLDENROD -APPLICANT Feb 01 02 08:13a P-1' ' COUNTY OF BUTTE - DEPARTMENT OF DE L MENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Oroville, Calif 5965 • Telephone (530) 538-75 P T NO. tRev.12/96) APPLICATI D PERMIT e�� �� I _ASSESSORPARLNUMBEA D y'.V///o _ BUILDING PERMIT 31 P OWNER o E14 r OWNERS . n -- --- Q.' OCC. BUILDING VALUATION i;• . oa COM O'S. NAME 0 l• V T( %E -/ -73& c + �- ..__ CO TORS NO q CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fire Iace QO „Q Total Valuation g :f�SQ Filing Fee f._ , ._tb-- Y~ 20.00 ARCHITECT OR ENGINEER LICENSE NO. ARCMTECT OR ENGINEERS MAIJNG ADDRESS _ Permit Fee $ Plan Checkin Fee $ suliowoA6DRESS /� I I % Energy Plan Checking Fee $ — C'W'p1�ELt�C�2 PERMIT FEE $ ! •• ZT susorveONs NAME `gb io 31^pll PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTR CTURE iS2_AC SF ❑ Duplex ❑ Mobilehome ❑ Other OPEOIFY Each Tr 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 J TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other O Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 020.00 PERMIT FEE _ Gl rG� ELECTRICAL PERMIT Fling Feel 20.00 Mein Service eo0" OR LESS 2ooA OR LESS 23.00 �/ •� F Lo -5 X� ©� / S C, J �HCO • ` "PEikMrT FEE PAID ILL -ay SHERIFF �► - -- _ ow ; r AMOUNT RECEZ1 b 1111101tricem W 0q -L, ' * TO m wi � comim O` I pu �'', �r wV t' I Q �M , 9 V-1 Mein Service 200A TO 1000A 46.00 NEW DONUT. OWEIl.INO Of:CUP, 3O. OR ADONS. 6 ACC. BLDS. 3 3.5':X7. 067 MUITI.OUT1,Ei -- NDN.RErslo. • Q7.501 POWM APPARATUS -- 6 SINGLE OU1LEf 010. l Ex. Occup. OUTLET OR FIXTURES 200 1.00 - SAL 0 .50 FLKED APP.. OR Ex. Occu ovREM (REDID.)eA 5.00 _ Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 i Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee b occ CONST. TYPE. TOT4L FEE $ NA'. D. FEES MP FLOOD CDF EL I HD ISSUE -• This permit is hereby issued under of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON the applicable prdvisi5n's ' Resolutions to do work been -paid. --' Date O. ReceWHITE-D. WHITEO.S.•8.0. CANARY•ASSESSOR PINK•INSPECTOR GOLDENROD•APPLICANT �yz< } ..ilk � t.` •S - .. � .. Loll .. Imo' • � �. rr •!' �. • �.. . y,; N't'� r..:.�r :.n.,,� : y..-^t'+"�LIiG. �.,,. ,,,� ,-r t „ P _'••�'� . -r, `...r:.+-' s.•-.... ....,;�� • ••.• - `. , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: TIA n �/ -03-6 JC (� ASSESSOR PARCEL NUM�E, (/ - Proposed Building Use: '" J ` /�/"` �C �` Counter Technician: Date: �// v to s required in order to apply for a permit. All boxes MUST be checked OR marked NA in orde o apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these - f must be stamped and wet -signed by the engineer. ® 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑/ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20� Erosion Control Plan Required........................................................................ ........ / 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ _ /22. City of Chico Plumbing permit ................................ l 23. California Department of Forestry plan approval paid. Sent by: Q�b ............. t �S "° Q Z 24. Planning approval (A) Use:DK (B)Parking: (C) Parcel Check: (;F" w -®1 0x/25. Contact Land Development about _ Improvements, _ Drainage ......................... R4,W��/ 26. NPDES Form............................................................................................. l 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ Worker's Compensation Carrier and Policy Number .......................................:.. 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... 32. Letter of Signature authorization............................................................ ....... 33. Recorded copy of Agricultural Acknowledgment Statement ................... . 34. Manufactured home utility clearance.............................................................. ❑ 35. Existing violations and/or expired permits .................................... :.................... ❑ 36. Deed Restriction......................................................................................... ❑ % 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ 38. 0 her:J,9✓yu fy-f- UW -1t_ ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: 1. Index permit application for the aboveAtems numbered: A Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑mail, ❑ nter, y Date: Contractor, designer, owner4ad of the above data by ❑ phone, ❑ mail, counte by Date: Plans reviewed by:Date: Plans approved by: DateStructural reviewed by:Date: Structural approved b . Date:Note transfer by:Date: Yellow: Building Division <F� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES - 7 County Center Drive • Oroville, CA • (530) 538-7541 :s S CORRECTION NOTICE ;: / t i6 C -C) 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 call for re -inspection when c rrection of work is completed. If you have any questions pertaining to this matter, or ne d additional explanation, please contact the Building Inspector as indicated below. C rub{fit-k 2-kc(5 \r'4 -A, 4%�.I� G -1 3 l� C ovQ IG-' G c rQ L. CI .j bra CA�� «, T4s, aCC,.1-e_ ° I` Cc Ps Lr ^x Date `Z ^ Inspector. REV 4/05 Phone # S FOR RE -INSPECTION CALL:r538-7636 OR 891-2834 s x WWI COUNTY OF BUTTE,. , ... .� M1 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE L OWNER PERMIT NO.'s-Al A routine inspection indicates that the following violations of Butte County Ordinances exist at'- the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional . f explanation, please contact the Building Inspector as indicated below. a'9 Date �Inspector����� REV 4/05 Phone # -� `-� ba - 7 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 31 Date Inspector Z7. REV 4/05 Phone# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 � � BUILDING DIVISIONDEPARTMENT OF DEVELOPMENT SERVICES7 County Center Drive Oroville, CA (530) 538-7541CORRECTION NOTICEJVAOWNER PERMIT NO.A routine inspection indicates that the following violations of Butte County Ordinances exist atthe above address and should be corrected. Please call for re -inspection when correction ofwork is completed. If you have any questions pertaining to this matter, or need additionale la at' n, please contact the Building Inspector as indicated below. Date Inspector Z7. REV 4/05 Phone# FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 � � COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE _V 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 call for re -inspection when correction of work is completed. If. you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. ..^c3 t 1,h µ� +C til Date 1 Inspector REV 4/05 Phone # s� 3 FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 x• r C� Date `, Inspector- REV nspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 s �r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE w 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 call for re -inspection when correction of : =' work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. :> t `4 C CA Q S X a " :• Y. is M x• r C� Date `, Inspector- REV nspector REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 s �r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES' 7 County Center Drive • Oroville, CA (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. . - P11 A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction olk work is completed. If you have any questions; pertaining to this matter, or need additional explanation, please contact the Building Insp&-tor as indicated below. Date Inspector REV 2/05 Phone # M COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA a (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances e)dst at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or.. need additional a explanation, please contact the Building Inspector as indicated below. ^ Is42.. f Y; ti Date Inspector REV 2/05 Phone # �r 7 l cpI 0 TO: wilding Departmt FROM: Environmental Healt SUBJ T: Sanitation Clearance lei. J� Owner Plan Approv l% f Sewage Disposa Rearance for welli1g. Other __\, -I-,- -� L - r E.H. use ONLY Piot Plea Att�chad Mar Plea Attached Seem to B.D. ! /-1'0 `I / /M Location AP# - W)iter Sypplyh Public Pry ate Well _ ld fi al for . .i al clearance OA for: NOTE: 10 Envir nmental Health Spe ialist �_-® Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P. # 0 L41 — (f0ZID' 0JJ'v WPROPROSDBUILDINGUSE S l C WC 1K -DATE RECEIPT # UILDING PERMIT FEES$Balance Due ................... --- Additional Fees Due........... $ -IH--o I/ Revised Plan Checking Fee.... $ r / �2�SCHOOL DISTRICT FEES �" ( aid at School District Offices (form available after Plan Check) <� <Residential SHERIFF FEES (paid at Building Division) OD / ............ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES 0.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER DATE REC. Cd �3 311 � ('1 D� At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during tXplan checkin APPLICANT ' DAT I L� Pursuant to Government Code Section 6 0, 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 Division Yellow -Applicant Pink -Owner (rev. 2/2003) AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:52AM 27 -Aug -2014 REC FEE 16.00 COPIES 3.50 Shawnya Page i of 4 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT I FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building X° permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use,of agricultura': chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date S State of California County orj•, PROPERTY OWNERS: On 6 -'�3 S -"D j before me, �. errs personally appeared f.% i ✓ `r i 1-1 i e;,, L-- ' % tL-w! P -� eErt -T G� 1 _- I ci-rn Ei/ personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. `BEE)M Signature ��� —�- Seal r. MARSHA VIERRA ���_-` _0 Comm. #1278711 0I NOTARY PUBLIC CALIFORNIA () BUTTE COUNTY A.P. # My Commission Expires ocl. 26, 2004 1 Preliminary Report Order No. BU -216943-2 MV Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: . LOT 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAT. WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA; ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. THIS REED IS MADE AND ACCEPTED . UPON THE COVENANTS; CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED AUGUST 31, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2000-33726, BUTTE COUNTY, CALIFORNIA AND DECLARATION OF ANNEXATION; RECORDED MAY 3, 2002, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 2002-23023; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 041-620-036-000 PARCEL II: AN EASEMENT FOR ROAD PURPOSES OVER LOT A, RV STORAGE OVER LOT B, AND SEWER DISPOSAL OVER LOT C, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY UNIT #l", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 25, 2000, IN BOOK 149 OF MAPS, AT PAGES 56 THROUGH 61. PARCEL III: AN EASEMENT•FOR INGRESS nrrD EGRESS •40 FEET INUDE LYINGY. 20 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED LINE: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: THAT PORTION OF THE LANDS OF ROBERT CONWAY BEING A PORTION OF THE NORTHWEST ONE QUARTER OF THE NORTHWEST ONE QUARTER OF SECTION 6, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.M, AS SHOWN ON THAT CERTAIN RECORD OF SURVEY FOR ROBERT CONWAY, FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 22, .1985, UNDER BOOK 101 OF RECORD OF SURVEYS, AT PAGE 9, MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTINUED ;.. r.� �. .� �i,ry ., .•. ••.Ifs: - �w r- . C.S . ....�.-... .-•yrr _ w , A Fa w IN 2ft'' I, 9Tr�:=' • E;l. r_ r ..t r , .f i Preliminary Report PARCEL III: CONTINUED Order No. BU -216943-2 MV BEGINNING AT THE NORTHWEST CORNER OF SAID SECTION 6; THENCE NORTH 890 28'22" EAST, ALONG THE NORTHERLY BOUNDARY OF SAID SECTION 6, 868.88 FEET TO A POINT ON THE WEST RIGHT OF WAY LINE OF PENTZ-MAGALIA HIGHWAY AS SHOWN ON SAID RECORD OF SURVEY, SAID POINT ALSO BEING ON A NON -TANGENT 5040 FOOT RADIUS CURVE, CONCAVE EASTERLY FROM WHICH A LINE TO THE RADIUS BEARS NORTH 840 08' 57" EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 3° 32' 13", A LENGTH OF 311.13 FEET; THENCE SOUTH 90 23' 16" EAST, 654.00 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED EASEMENT; THENCE SOUTH 80" 36' 44" WEST, 344.00 FEET TO THE END OF SAID EASEMENT. PARCEL IV: AN EASEMENT FOR PUBLIC SERVICESAND DRAINAGE PIPES AND DITCHES OVER COMMON AREA LOT E, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT,% WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF. THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL V: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT D, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE. OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84, 85, AND 86. PARCEL VI: AN EASEMENT FOR RECREATIONAL FACILITIES, PUBLIC SERVICES, SEWAGE DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT F, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 2, A PLANNED UNIT DEVELOPMENT--, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA., ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 84; 85, AND 86. PARCEL VII: AN EASEMENT FOR INGRESS AND EGRESS, PUBLIC SERVICES, AND OTHER PURPOSES OVER COMMON AREA LOT G, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 152 OF MAPS, AT PAGES 87, 88, AND 89. CONTINUED ' t Preliminary Report Order No. BU -216943-2 MV DESCRIPTION - CONTINUED PARCEL VIII: AN EASEMENT FOR PUBLIC SERVICES, SEWAGE,DISPOSAL AND DRAINAGE FACILITIES OVER COMMON AREA LOT H, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CASA DEL REY, UNIT NO. 3, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY. OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 31, 2001, IN BOOK 1520F MAPS, AT PAGES 87, 88, AND 89. k BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One fonn per Building) School District VI' A.P. Number Property Owner Jurisdiction: City Building Department No. County Property Location/Address c )!P_ rrcc Lei ,SaL �a�l�se (-,/4- . Subdivision ���/ _ �� Lot No. # p� Residential Development Q Q ...............................................................:...................................... Q Q € Sq. Footage L�3 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................ *(No foundation Inspection)_... Commercial/Industrial 0 New Addition Department Representative Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage Date (Including Exterior Roofed Areas) District Identification No. '"" 'W " �%% 111 -�-j School District certifies that l � C/�lltit,o� d 2 I (Applicant) i s-- I (Street Address) (Phone Number) 1� 4 Sl 1.09 (City) has complied with the requirements of Resolution No. representing^ �J�J square feet. School District Representative Paid by Check # Remarks: (State) (Zip Code) by payment of $ 2926 = FULL MRIGATION S /� d4 Date Nodce: You may protest the Imposltloonr of the fees IdenNed above by submitting a written protest to the District. In compliance with Govemmsnt Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest wlll'pmMblt you from challenging the Imposition of the fees In wry court action. K, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is Will d by the appikable Local Planning Agency that thio project Is being reviewed under the CalHomla Environmental Quality Act (CEQAh this project may be subject to additional school fees to fully mltigateAs Impact on the school district's schools. White (applicant); Yellow (building department), Pink (school district) feeform.xis 110/03)dmm SITE PLAN REVIEW APPLICATION L Date: 1 Z-- 2 �-) — AN �� (� 3 Permit Number (if applicable) Q`r� —©�' 7 I Bin Number APPLICANT INFORMATION Parcel Size: w Owners Name: TO Q9\) ER 21 Clyi A Q fii Owners Address: Telephone No.: Situs Address: Proposed Use: P»HOk--,Ns 1,jV (-HicQ) LA 91; "� Residential . New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic s. ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel D'Industrial Remodel ❑ Well ja Agricultural Buffer Form ❑ .Applicable [ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved , a Conditionally Approved ❑ Resolve Problems Prior to Approval ❑ Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS,CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ ,Nitrate Action Plan (See Environmental Health for standards) Watershed Protection Overlay Zone_ (See attached standards and requirements) F-1ExpansiveSoils (Test for expansive soils and if verified proper foundation design required) ® `SRA, = (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See atfac ed) • Flood Zone: • Flood Panel No.: Index Date: —� ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance --------------------------------------------- —------- ------------------------- ------------------------- ------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit' ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: ' ' p 0 D Applicable Building Setbacks: ❑ Setbacks drawn on site Plan.. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front 5o ,L 29 V J Side 2P Side Street Rear SO 0 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan.. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads 10 Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Amount Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By FI Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes,'Road Name: Complies with County Standards for Deed Creation: El No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 Subdivision Map/Parcel Map: , ' CAS Map Date of Recording: Lot: Book: % Page: �z ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map%Subdivision Map/Use Permit Conditions • . pry- Comply with the following Conditions of Approval: Attached ❑ None , Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with - tfie National Fire Protection Association Standard for. installation of sprinkler systems. in one. and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves' ' the parcel. ❑ Wood stoves and fireplace'inserts shall be EPA approved and designed to meet the emission_ requirements of the California Clean Air Act of 1988, as amended.' r 4 ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved bythe Department of Public Works. ❑ In lieu of a pressurized water, system or water storage tank, payment into the appropriate r Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil- .,. . construction associated IWithfresidential development. Approved dust control measures are found, in the fugitive'dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can,be obtained from the Butte County Department of Development Services; Building Division." ' ❑ Engineered foundations are required. u -Class A roofs are required. ❑. Property owners responsible for,road maintenance, and stop sign maintenance. 0 Page 4 of 5 S NOTES 1. LOT'IMPROVEMENT AND THE CONFINES OF EACH OF DEVELOPMENT INDIVIDUAL RESIDENTIAL LOTS. WITHIN 2. NO BUILDINGS OR STRUCTURES SHALL BEDWITHIN THE COMMON BUILDING AND STRUCTURES AREA OF THE P.U.D., EXCEPTING THE RECREATION RELATED TO THE PARK AND RECREATION AREAS, 3. IF DURING CONSTRUCTION, ANY ARCHAEOLOGICAL REMAINS ARE DISCOVERED ON SITE, CONSTRUCTION SHALL CEASE AND A PROFESSIONAL ARCHAEOLOGIST SHALL BE CONSULTED AND A FULL EXAMINATION SHALL BE COMPLETED. 4. DEER MITIGATION FEES ARE TO BE PAID AT THE TIME OF OBTAINING BUILDING PERMITS IF SUCH FEES HAVE BEEN ADOPTED BY THE BUTTE COUNTY BOARD OF SUPERVISORS. 5. ALL FENCING ON THE PROPERTY SHALL BE CONSISTENT WITH THE DEPARTMENT OF FISH AND GAME STANDARDS FOR THE DEER FENCING. FISH AND GAME STANDARDS ARE NOT APPLICABLE TO THE RECREATION FACILITIES SUCH AS THE POOL, BALL FIELD AND TENNIS COURTS. SECURITY FENCING FOR THE RECREATION VEHICLE PARKING AREA SHALL BE APPROVED BY THE DEPARTMENT OF FISH AND GAME. BE 6. ALL RE©IDAS TANDEM SHALL PARKINNjGRTOAME�ET THE PUD STANDARDS FOR CAR GARAGE AND THE DRIVEWAY SHALL STREETPARKING. UTILIZED 7, FIRE HYDRANTS SHALL BE PROVIDED PER COUNTY FIRE DEPARTMENT STANDARDS AND ALL NEW DWELLINGS SHALL MEET THE FIRE SAFE REGULATIONS OF PUBLIC RESOURCES, CODE 4290. 8. A DEVELOPMENT IMPACT FEE FOR SHERIFF'S FACILITIES SHALL BE PAID BUTTE COUNTY PURSCODEUANT NOR TO THE PROVISIONS OF CHAPTER 3, ARTICLE II OF THE TO ISSUANCE OF BUILDING PERMITS OR USE PERMIT IN THE CASE OF A MOBILE HOME PARK. SAID FEE AMOUNT WILL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR THE BUILDING PERMIT OR USE PERMIT. 9. ALL FOUNDATIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE AUGUST 17, 2001 GEOTECHNICAL INVESTIGATION FOR THE CASA DEL REY SUBDIVISION, RANEY GEOTECHNICAL JOB NO 011.786.01, ON FILE WITH THE BUILDING DIVISION OF DEVELOPMENT SERVICES. 10. PRIOR TO ISSUANCE OF BUILDING PERMITS THE APPLICANT SHALL PROVIDE FINAL GRADING PLANS AND IDENTIFY ANY CUT OR FILL SLOPES THAT EXCEED 5 VERTICAL FEET IN HEIGHT. THESE SLOPES SHALL BE REVEGETATED IN COMPLETE PHASES AND VERIFIED BY THE PLANNING DIVISION PRIOR TO ISSUANCE OF BUILDING PERMITS FOR THE NEXT PHASE, THE FINAL 2 PHASES SHALL BE COMPLETELY REVEGETATED PRIOR TO ISSUANCE OF BUILDING PERMITS ON THE LAST PHASE OF THE PROJECT. Page 1 of 3 AP NO.: 041-620-036 DATES: 01/14/04 1 01/00/00 1 01/00/00 01/00/00 ®VYYyt County ofBut`t� Richard Turner Phone: asl�laa o OWNER: Phone: DEPARTMENT OF c0°atd MAIL 196 Picholine Way Phone, DEVELOPMENT SERVICES O ADDRESS: Building Division Chico CA 95928- Stornetta Brothers Phone: 121-2324 1 7 County Center Drive CONTRACTOR Oroviller CA 96966 (530) 538-7541 10636 South Miller Phone: Chico ICA 95928- Email: Phone: ARCHITECT OR ENGINEER Lic No.: PERMIT NUMBER: 0 4 0 0 71 Email: SITE Sierra Del Sol Phone: APPLICATION AND PERMIT Paradise CA 95969- Email: ADDRESS: USE SF Dplx MH Other: m ❑ ❑ TYPE OF New Addn Rmdl Utlts I Instln Other: / WORK m ❑ ❑ o ❑ NSF 3 bed/2bath Attached Garage DESCRIPTION LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalily of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class License No. OWNER -BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractors State License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason: m WORKERS' COMPENSATION.DECLARATION I hereby affirm under penatv of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code for the performance of the work ❑ for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: ❑ Carrier: Policy Number: This section need not be completed if the permit is for one hundred dollars $100 or less). I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' ❑ compensation laws of California, and agree that, if I should become subject to the workers compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. ❑ Lenders Name: Lenders Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date ❑ Owner, ° Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. Date PERMIT EXPIRES ON: By Date Page 1 of 3 r' AP NO.: ; 041-620-036 DATES: 01/14/04 O iSITE OWNER: Turner ADDRESS: - Phone: Sierra Del Sol 8914148 Paradise O Zoning PUD Acres 0,32 Name/Date Casa Del Rey#2 Flood X Map/Book 152 Page 84/86 Block Lot 28 Panel 05750 Snow Load Other 10/31/2001 SRA Yes VALUATION CODE SQ FT $/SQ FT VALUATION Residential/ Guest House/Heated Fun Room R 2331 $54.00 $ 125,874.00 Business/Office U 775 $18.00 $ 13,950.00 Covered Cov 738 $13.00 $ 9,594.00 Storage/Commercial 0 $ - Re-Roof X I H SQ $ 60.00 Calculatesquares 20 ft x 30ft = 60 sf = 6 squares Fireplace A (Zero Clr): 1 Masonry: 7 1 $ 1,500.00 TOTAL VALUATION $ 150,918.00 BUILDING PERMIT FEES QTY FEES FILING FEE 1 $ 20.00 $ 20.00 Permit Fee - Full 1 Permit Fee -1/2 (MH) $ 818.00 Plan Check @ 65% Permit Fee 1 $ 531.70 Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ - Plan Check MASTER PLANS ONLY $ - Revised Plan Check $ 46.00 $ - Energy Inspection Fee 1 $ 46.00 $ 46.00 Energy Plan Check Commercial 4000+: 1 $ 23.00 Residential To Master: $ - Mobile Home Installation Inspection $ 100.00 $ - $ - TOTAL BUILDING PERMIT FEES $ 1,438.70 PLUMBING PERMIT FILING FEE 1 $ 20.00 $ 20.00 Each Trap- 11 $ 7.00 $ 77.00 Solar or heat pump water heater $ 23.00 $ - Water piping 1 $ 15.00 $ 15.00 Each gas water heater or vent 1 $ 15.00 $ 15.00 Gas piping system 1-5 Outlets 1 5+ outlets $15/$3 $ 15.00 Building Sewer 1 $ 15.00 $ 15.00 Mobile Home Utilities Sewer: I I Water: I Gas: $ 20.00 $ - $ - TOTAL PLUMBING PERMIT FEES $ 157.00 AP NO.: , 041-620-036 1 DATES: 01/14/041 1 ti O 9 - OWNER:, Turner - Phone: SITE ADDRESS: Sierra Del Sol 891-4148 Paradise Q ELECTRICAL PERMIT FILING FEE 1 $ 20.00 $ 20.00 Main Service 600V or less/200A or less 1 $ 23.00 $ 23.00 200+A to 1000A $ 46.00 $ - New Construction or Addns Dwelling Occupied & Accessory Bldgs 3106 $ 0.035 $ 108.71 New Construction Non -Residential Multi -Outlet Branch Circuits $ 7.50 $ - Power Apparatus & Single Outlet Cir. $ - Existing Occupied Outlets or Fixtures 1-20 $ 1.00 $ - 20+ $ 0.50 $ - Fixed Appliances or Outlets (Res) ea. $ 5.00 $ ° - Temporary Service 1 $ 23.00 $ 23.00 Mobile Home Facilities $ 20.00 $ - Miscellaneous Wiring $ 23.00 $ - Pre -Inspection (existing MH, existing site) $ 23.00 $ - Pool Electric $ 30.00 $ - $ - TOTAL ELECTRICAL PERMIT FEES $ 174.71 MECHANICAL PERMIT FILING FEE 1 $ 20.00 $ 20.00 Heating Up to and including 100,000 BTU $ 15.00 $ - Greater than 100,000 BTU 1 $ 20.00 $ 20.00 Cooling Up to 3 HP and 100,000 BTU $ 15.00 $ - 3+ to 15 HP and Over 100,000 BTU 1 $ 25.00 $ 25.00 Evaporative Cooler $ 15.00 $ - Extend Ducts in Additions $ 15.00 $ - Hoods 1 $ 6.50 $ 6.50 Ventilation 1 $ 4.50 $ 4.50 Gas Fireplace $ 15.00 $ - $ - MECHANICAL PERMIT FEES $ 76.00 TOTAL OF ALL BUILDING 'PERMIT FEES 1,846.41 Occupancy: Construction: ISSUED HAZ FEES IMP FLOOD CDF PRCL PD HD 0 ❑ o 0 21 121 0 ❑ 1.. n 1.. AP NO.: 041-620-036 1 DATES: 1 0 OWNER: I Turner Sierra Del Sol AnnRFssl STATE RESPONSIBILITY AREA SRA SRA {IMPACT FEES SHERIFF 4 Notes: Phone: 891-4148 Paradise - BALANCE vueturd 1 Is 89.00 1 S 0 00 DUE SRA FEES $ 89.00 a Qo n Sheriff Residenfiall Per SF Living Unitj 1 TOTAL SHERIFF FEES $ DRAINAGE Themnlau Residentiail Per Uvin UWt s TOTAL DRAINAGE FEES $ STREET IMPROVEMENTS Chico Urban Area � � • .. Commercial Per Each Sinale Wm u $ Commercial Service strucn,ea Pu . Ft. Commercial Incluse al sl ucb,ea Per Sq. Ft. S Thermahto Urban Area Residential Per, Each sift wn 1 Commercial Office Per Ave S TOTAL STREET IMPROVEMENT FEES $ WATER TENDER Water TeMer Per Parcel S 200.00 TOTAL WATER TENDER FEES $ NORTH CHICO SPECIFIC PLAN NCSP Residential ISF. 1 Per DU S 3,315.000 $ Indushial/Commercial Office Per SF $ 2.3z s 360.00 TOTAL NCSP FEES $ - b [ZJ./V I Receipt No. Receipt Date Staff Initials Receipt Name Check Number Check Amount Cash TOTAL PAID TOTAL IMPACT FEES $ 360.00 360.00 s $ $ $ Collected M OTHER THER FEES: Chico Area Residemi.1 Pe ' ' U. 1 S 1 189.00 S 1 189.00 O Tum a Se TOTAL BUILDING PERMIT FEES 1,846.41 1,211.71 s 634.70 SCHOOL DISTRICTS - Proof of Pa merit Onl TOTAL ALL FEES 2,295.41 $1,571.71 OWES - $ - $ 723.70 $ -=PAID PAID PAID PAID MINIMUM PAYMENT OF FEES .... ,,, Filing Fees BUILDING I Plan Check Fees SUBTOTAL BLDG SRA FEES UU.UU 554.70 634.70 REQUIRED MINIMUM PAYMENT OF FEtS b [ZJ./V I Receipt No. Receipt Date Staff Initials Receipt Name Check Number Check Amount Cash TOTAL PAID 391042 PROOF OF PAYMER"EQUIRED FOR FEES BELOW 01/14/04 RECREATION DISTRICTS - Proof of Pa ment On TT Chico Area Residemi.1 Pe ' ' U. 1 S 1 189.00 S 1 189.00 O Tum a Durham Reside i.1 Par. Ft. $ 1.04 S ❑ 3904 Is 1 ❑ $ 723.70 SCHOOL DISTRICTS - Proof of Pa merit Onl to tot Reskentlal 2.331 2A4j$ 4,988.34 ❑ $ 723.70 $ $ $ 1O CHECK (--oi National Pollutant Discharge Elimination System (NPDES) Phase II ..Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: R�v��'L- �.�5 ti �� Z --JC,Z — � y -), C'0.,s A 7 `.� -\Z3--t By signing below, I, the project owner/owner's agent, certify that I am aware that'a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: r f CASA DEL REY SUBDIVISION Applicant: Richard & Virginia Turner Lot #: 28 Sierra Del Sol APM 041-620-036 Conditions for Sewage Disposal Permit Dated January 8, 2004: 1. Install septic tank according to profile (attached); 2. Set concrete septic tank in a bed of pea gravel at least three inches (3") thick; 3. Install risers with water -tight seal (no water should enter tank); 4. Twenty-four (24) hour tank tightness test. Connect inlet and outlet sewer lines to septic tank with tees and epoxy seal for water test. Cap line ends or elevate temporarily to allow test. Install effluent filter. Fill septic tank with water 2" into riser, and let sit for at least a day before calling inspector to start test. Backfilling around tank is not recommended until tank passes (or leave at least top three feet (3') of tank exposed; 5. Allow for inspection of connection to sewer line gate valve. MSE//septi c/casadelreycond r IF Slope Ground 24" Dia PVC Riser & Fiberglasss Lid Filter Cartridge Handle (field cut to desired height) rank Adapter (cast or bolted) affluent Discharge ---------- a.- odulating Discharge rifices & Vent wlt Inlet Ports Biotube Effluent Filter Watertight (North Valley Ready Mix or Equal) Orenco Model F x0444-36 PROFILE - 1500 GAL SEPTIC TANK @ EACI-I LOT N.TS July 8, 2004 Mr. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Re: Plan Review: Address: Dear Mr. Vieira: I County of Butte- FINAL REVIEW Jurisdiction Application No.: 04-0071 I LP2A Job No. 2040015-013 Turner SFD Sierra del Sol Linhart Petersen Powers Associates (LP2A) has completed a final review of the following documents: I 1. Plans: Two (2) revised copies Plan Sheets D1 through S.6 (10 total sheets) Title/Cover Sheet dated December 15, 2004 (revision dated 6/28/04) by Robert B. Heaton, Architect. I 2. Structural Calculations: Two (2) copies dated July 07, 2002 by Robert B. Heaton, Architect. Amended 6/28/04 3. Title 24 Energy Compliance Documentation: Two (2) copies dated December 15, 2003 by Robert B. Heaton, Architect ; 4. Prefabricated Roof Truss Calculations: Two (2) copies not dated by Longfellow Lumber Co., Inc. I These documents were reviewed for their conformance to the 2001 California Building (CBC), Plumbing .(CPC), Mechanical (CMC), Electrical (CEC) and Energy Codes. We do not have any comments regarding this submittal package. This plan review is recommended for approval as submitted. Enclosed for your use are the above noted documents that were reviewed, bearing the LP2A plan approval stamps. If you have any questions, please do not hesitate to contact us directly. Sincerely, LINHART PETERSEN POWERS ASSOCIATES 50L /Jerlriffin I.C.B.O. Plans Examiner JG,MB:ag Enclosures: Cc: Alice Mefford: amefford@buttecounty.net Mike Bayless Plans Examiner I Bin 36 I f:\butte county 015\butte county 2004\2040015-013-pc2.doc 1 LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 (916) 725-4200 9 FAX (916) 725-8242 • Toll Free (877) 235-0653 Butte County Department ofDevelopment YVONNE CHRISTOPHER, DIRECTOR RF T® ® o o' o MAR 0U TH4 8 2004 pE7ZRS NT0 LP2A jSsccLATt§ s Scott Rutherford (530) 538-7160 srutherford aabuttecountv.net Plans Transmittal For Review Per Contract 2/6/2004 Applicant: Turner, Richard Project Type: NSF 100% Plan Check Fees $ 531.70 Energy Calc Fees $ 23.00 $ 554.70 Permit 04-0071 APN: 041-620-036 70% $ 372.19 $ 16.10 $ 388.29 LP2A Fee $ 388.29 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 5387785 Facsimile 1 TO: FROM: Z, r ®. SUBJECT: DATE: RF T® ® o o' o MAR 0U TH4 8 2004 pE7ZRS NT0 LP2A jSsccLATt§ s Scott Rutherford (530) 538-7160 srutherford aabuttecountv.net Plans Transmittal For Review Per Contract 2/6/2004 Applicant: Turner, Richard Project Type: NSF 100% Plan Check Fees $ 531.70 Energy Calc Fees $ 23.00 $ 554.70 Permit 04-0071 APN: 041-620-036 70% $ 372.19 $ 16.10 $ 388.29 LP2A Fee $ 388.29 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other k. Y. -7 COvNry 07W-r6:� 4.'-Zl v -e oto VI L,L'e . F�)2 767e- R(c,tt� 70/ZvE,2 Ko6EYLT 6, HiSATokl Ah c6t/TE-C7 4 23 ¢ /ZI--'77ff CArt/E' Get / c.0� CA, 95973 :i iy `9 r . 1�-t L-> .L , 1 1 1 � i t o N3YyyH'�Nc�HbldNn too? 8 0 �bW Q9A 1&3, ..r S ..r 61-v*H STRUCTURAL CALCULATIONS. Structural calculations for:JUN.'S p ?004 Turner residence - Supplemental Butte County, California ROBERT B. HEATON Architect 4284 Keith Lane Chico, California 95973 (530)343-8038 PLAN REVIEW APPROVAL JUL 0 8 2004 UNHA,RTPETERSEN POWERS ASSOCIATES I/0 , z cD. Z,S' Title : Job # Dsgnr: Date: 11:01AM, 28 JUN 04 Description Scope : User: KW -0604815, Ver 5.6.0.2 -Sep -2002 General Timber Beam (c)1983-2002 ENERCALC Engineering Software Description H-2 Page 1 .ecw:Calcutations General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 5.125x12.0 Center Span 16.25 ft .....Lu 0.00 ft Beam Width 5.125 in Left Cantilever ft .....Lu 0.00 It Beam Depth 12.000 in Right Cantilever It .....Lu 0.00 It Member Type GluLam Douglas Fir, 24F - V4 Allowable Bm Wt. Added to Loads 30.7 k -ft Fb Base Allow 2,400.0 psi Load Dur. Factor 1.250 Fv Allow 190.0 psi Beam End Fixity Pin -Pin Fc Allow 560.0 psi Wood Density 35.00Opcf E 1,800.0ksl Full Length Uniform Loads Center DL 186.00 #/ft LL 212.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 16.25ft, Beam Width = 5.125in x Depth = 12.1n, Ends are Pin -Pin Dead Load Total Load Left Cantilever... Dead Load Max Stress Ratio 0.443 : 1 -0.237 in -0.488 in Deflection 0.000 in 0.000 In Maximum Moment 8.125 ft 13.6 k -ft Maximum Shear ` 1.5 5.0 k Allowable 30.7 k -ft Camber ( using 1.5 Allowable Deflection 14.6 k Max. Positive Moment 13.63 k -ft at 8.125 It Shear: @ Left 3.36 k Max. Negative Moment 0.00 k -ft at 16.250 It (� Right @ Right 3.36 k Max @ Left Support 0.00 k -ft StressCalcs -_....�.m.�....�.y._- Camber: @ Left 0.000ln Max @ RIght Support 0.00 k -ft @ Center 0.356in Max. M allow 30.75 Reactions... Rb 0.000 @ Right 0.000 in fb 1,329.81 psi fv 81.83 psi Left DL 1.63 k Max 3.36k Fb 3,000.00 psi Fv 237.50 psi Right DL 1.63 k Max 3.36 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.237 in -0.488 in Deflection 0.000 in 0.000 In ...Location 8.125 ft 8.125 It ...Length/Deft 0.0 0.0 ...Length/Deft 821.7 399.84 Right Cantilever... Camber ( using 1.5 D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.356 in ...Length/Deft 0.0 0.0 @ Left 0.000 In (� Right 0.000 in StressCalcs -_....�.m.�....�.y._- .�....�...,�.�..�.��...__....._,._._..._�.. Bending Analysis Ck 19.865 Le 0.000 ft Sxx 123.000 in3 Area 61.500 1n2 Cv 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 13.63 k -ft 54.52 in3 3,000.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,000.00 psi @ Right Support 0.00 k -ft 0.00 in3 3,000.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.03 k 5.03 k Area Required 21.191 in2 21.191 in2 Fv: Allowable 237.50 psi 237.50 psi Bearing @ Supports Max. Left Reaction 3.36 k Bearing Length Req'd 1.169 in Max. Right Reaction 3.36 k Bearing Length Req'd 1.169 in Rev: 560000 User: KW -0604815, Ver 5.6.0, 2 -Sep. (c)1983-2002 ENERCALC Engineerir Description H-3 Title : Job # Dsgnr: Date: 11:02AM, 28 JUN 04 Description Scope : 102 General Timber Beam Software Page 1 .ecw:Calculations General Information 0.473 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 8x12 Dead Load Center Span 10.25 ft .....Lu 0.00 It Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 it Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 5.43 k -ft Bm Wt. Added to Loads 5.125 ft Shear: Fb Base Allow 1,350.0 psi Load Dur. Factor 1.250 Fv Allow 85.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000 pct @ 1,800,0 kal LFull Length Uniform Loads Center DL 186.00 #/ft LL 212.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 10.25ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0.473 : 1 Total Load Left Cantilever... Dead Load Maximum Moment Deflection 5.4 k -ft Maximum Shear ` 1.5 3.2 k Allowable ...Location 17,0 k -ft Allowable ...Length/Deft 6.7 k Max. Positive Moment 5.43 k -ft at 5.125 ft Shear: @ Left 2.12 k Max. Negative Moment 0.00 k -ft at 10.250 it @ Right 2.12 k Max @ Left Support 0.00 k -ft 0.067 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in Bearing Length Req'd @ Center 0.067 in Max. M allow 17.05Reactions... 0.000 in @ Right 0.0001n fb 537.37 psi fv 50.24 psi Left DL 1.03 k Max 2.12 k Fb 1,687.50 psi Fv 106.25 psi Right DL 1.03 k Max 2.12 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.045 in -0.092 in Deflection 0.000 in 0.000 in ...Location 5.125 it 5.125 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,743.0 1,336.26 Right Cantilever... 3.18 k Camber ( using 1.8 • D.L. Defl ) ... 29.909 in2 Deflection 0.000 In 0.000 In @ Center 0.067 in Bearing @ Supports ...Length/Defl 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.616 in Max. Right Reaction 2.12 k @ Right 0.000 in LStress Calcs Bending Analysis Ck 24.972 Le 0.000 ft Sxx 121.229 in3 Area 63.250 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reg' d Allowable fb @ Center 5.43 k -ft 38.60 in3 1,687.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,687.50 psi @ Right Support 0.00 k -ft 0.00 in3 1,687.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 3.18 k 3.18 k Area Required 29.909 in2 29.909 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 2.12 k Bearing Length Req'd 0.616 in Max. Right Reaction 2.12 k Bearing Length Req'd 0.616 in w I!) C) C! N CIA Z, C•' 0 Title: Dsgnr: Description Scope: ) nwara Multi -Span Timber Beam Description H-4 Job # Date: 11:07AM, 28 JUN 04 Page 1 General Information Douglas Fir - Larch, No.1 Fb : Basic Allow 1,350.0 psi Elastic Modulus 1,600.0 ksi All Spans Considered as Individual Beams Fv : Basic Allow 85.0 psi Load Duration Factor 1.250 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Description Span t Span 2 Span ft 10.67 10.67 Timber Section 602 8x12 Beam Width In 5.500 5.500 Beam Depth in 11.500 11.500 End Fixity Pin - Pin Pin - Pin Le: Unbraced Lengthft 0.00 0.00 Member Type Sawn Sawn Loads Live Load Used This Span ? Yes Yes Dead Load #/ft 161.00 161.00 Live Load #/ft 230.00 230.00 Results Mmax @ Cntr in -k F 66.8 66.8 @ X = ft 5.33 5.33 Max @ Left End in -k 0.0 0.0 Max @ Right End in -k 0.0 0.0 fb : Actual psi 550.8 550.8 Fb : Allowable psi 1,687.5 1,687.5 Bending OK Bending OK Shear @ Left k 2.09 2.09 Shear @ Right k 2.09 2.09 fv : Actual psi 40.9 40.9 Fv : Allowable psi 106.3 106.3 Shear OK Shear OK Reactions & Deflection. DL @ Left k 0.86 0.86 LL @ Left k 1.23 1.23 Total @ Left k 2.09 2.09 DL ® Right k 0.86 0.86 LL @ Right k 1.23 1.23 Total @ Right k 2.09 2.09 Max. Deflection in -0.102 -0.102 @ X = ft 5.33 5.33 Query Values ` Location ft 0.00 0.00 Moment in -k 0.0 0.0 Shear k 2.1 2.1 Deflection in 0.0000 0.0000 STRUCTURAL CALCU LATI ONS Structural -calculations for' :.. Turner, reside nce' MSR Butte.,County, California . 0.8 2004 18 �O E � B ��PP�Q�f�l )IAN Rgjj 0. 9192 NA REN.3.31 �Q i JUL r �OFO LMOT PETERSEN POWERS �SS�Gli1�E� ROBERT B. HEATON and associatesy ^_ architects01 , 2044 Palm Avenue Chico, California 95926:4 (530) 343-8038 Robert B. Heaton C-9192 Frank M. Glazewski G.,)-, A Sloped roof - less than RIN 0 ''}.o' Sloped roof - greater than 4:12 '< kY�.s Q014t %01'6`N.: t PXYs UM R0040ao Lower floor "� �jjY�esk� 0=03 r0 �0 040 N' �i.i:. QP�.1�Iw .1.... ..4. i..i d..... ia- Ali r"IN Wind loading; :........ Basic wind speed 7,5� mph Exposure' Design method NT,FnaPforce�reth- --0' Structure category, Enclosed Seismic; Seismic zonea3`x, Gravity loading; Assembly; Applicable DL LL Reducible LL?iem 4:12 ' N O Oz14 0r5 Soil data; UBC Classification Allowable bearing 5 1.000 ksf' 0 ''}.o' Sloped roof - greater than 4:12 '< kY�.s Q014t %01'6`N.: Upper floor PXYs UM R0040ao Lower floor "� �jjY�esk� 0=03 r0 �0 040 N' �i.i:. QP�.1�Iw .1.... ..4. i..i d..... Soil data; UBC Classification Allowable bearing 5 1.000 ksf' Soil 0,1111", � 5���M •v1 �'eGi��i-t£.',�y�3��f� V I, �' � s • �: ` w� i.,' + t r <; TT3 °m� :1111" `0 , i^.... l.i r.,ue':tmi°� Soil classification: ; Reference table 18-1-A 1997 UBC Soil weight: bit 10 kcf Input data for user defined classification Allowable bearing pressure Of000 ksf Max. allowable pressure EJOA! 00,'' ksf Increase for depth �t 7FOO�Or ksf/ft depth Increase for width X90 ksf/ft width Friction coeficientOn0,0a Lateral bearing (passive) 0;000 ksf/ft. of depth below grade Increase for wind/seismic `60.00 Include footing weight when calculating soil pressure ?'4s,,e Soil data used for design Allowable bearing pressure 1.000 . ksf Max. allowable pressure 0.000 ksf Increase for depth 0.200 ksf/ft depth Increase for width 0.000 ksf/ft width Friction coefficient 0.000 _. Lateral bearing (passive) 0.100 ksf/ft. of depth below grade Increase for wind/seismic 1.330 Resistance 0.130 ksf YP .•t �r'P,:t•Trvlr"ii M •¢$;'p 5ihE aaciu of ra ineb �s°�11 ° ,�� y' �a fY a3d Load duration factor r'25 Unless noted, 2x and 4x members are DF#2.6x members are DF#1 Member size Mcap Vcap I(W4) 2x4 0.419 0.416 5.360 '`"S2x6 w -0' '896 R0=654{ �4 ;` 2U�80 �}:.a. .,:rr�Y�l�S.,�f� .'§`C�9'.w,¢+t.4r' 2x8 1.438 0.861 47:640 � }hk. 1 rv. cy a-%Jv .F. rti a ,vJs+w,.U;,r�„• a � 3;i a, . lµ r,.o.aJ.nt,',3d 202 2.884 1.336 177.980 .b�: ;,� y i SI .,. . •?.. b 1+ : vR.ke 1 _. k+ � La.r.c�; 1,« � I - 1, .. S.. �:.:f z lYr _td :'$' .. �. .�w-. �.�.-oaf... ' • d: •.� . 4x4 0.978 0.970 12.510 sn Y� d< Y '^ � � � s ar per fs •R,m: .,^2k091K'�¢152.�M :.,..c�fY�....._,. _. ..c,. ...(rc �s,.a,..: ,:.•.q.._...._,+5s._,........�aEL:�vhial.en,. 48 3.633 2.009 111.150 r nn t �'G",y ss n "i, •R". °',a. z+ .+ra et' �S 3 � 'nx�'7tr a^°""'-•* "x ,i4x,�Orx;i'i at$245a '�'*`��`'"29563�,tt��a�";2300 402 7.403 3.118 415.280 des q,F v tyII:e1 •' c40 ,*N I,K t� P -.._. � '4X1kY ������, r 'x*R 14 , 9F''35%3 �,i 3 6"7 � ,�, t 6�t7.0'u ? .. .. . GY.. .. . 3., 4:. .. ...i 6x6 3.900 2.143 76.260 6iti� ,,�67�76Sww2�825�Y�r;�,1116U .: t•{i r 500 11.030 3.604 362.750 f r.4.'w. 'M'fE,�L'S nP�R ' f" � 1: L �i',1� r^^u Ll'.`.{��.� t. f-a'.'Ss-c^' � m• . ,;�'�,a 604 22.259 5.163 1066.180 .J.i+J•,+..D. .. .'�,! 1 .'f.!'`�LS..J.i'f. ,. e�:ny'.�T�ea�. 5.s t .- 4..4-.�,. .+a :. n...... t; .. ... t.l���•Ji�u - 3.12502 18.750 5.156' 450.000 i�5X1�3•ryA�'�:;�"'i �`t£ F �J t kir..• ,.�'k O�i-','��t ��17yyfi��,r77t r 1 v�2ojs >'�.,:•:w.r :..z..,.?!.?., t!Fs., .'?.'ti �. _rw .n, :,ih.rsr� ;?�X: .; +�.. ..,.,: 'L' v„w i'.!Gt x. a.. d_. ? 3.125x15 28.580 6.445 .878.910 � �i ��i '-1' r .r� i70't r ,�" a �M +M,�s1 ti�j,v,m f t`�"x'�' "'�c#' "•tl y 3.125x18 40.329 7.735 1518.750 .....,L,�-.,�R,....,,.e.,,:,:,::«.-..,...,.,..r.:,.nnm.,,..*.nrnmwaea.na.+,me•mmnnc.:��msrr�,re-..e�rx,r,estr,t¢t'A�.eu.a,�h-�-.T-'t•+•r;�in:�F±7'�+!6S: 5.125x12 30.750 8.456 738.0700 s µ •wF�r. �q`'r� ,�•`IS�r'i^ 7R v ���� 3�7eiA� tF.JR�7 a71��'��e-1�.��i"k7',����/,90��fAr 5.125x15 46.870 ?110-.570 1441.410 51"� xsq.7sr yz*s ' I I t'� s rs.;ti�9FIa'OV��` 25xi6.5kV 61, 5.125x18 66.140 12.685 2490.750 IUIII IL www II / n0U) 'j I TL,:' 2N�2 � 03aJ co C-1. i,co _�` w�7 CV ` ; �a,s/z a3vJ� N C\I N N n! l r 3 Z"SQ x 1�I1 1— Iii ww X z x Ljg; 5SJz01 o N WQ� = Sy�z oi6) = ,Nq:7, t'i h! e•i r,� r f— .zt Q, t 1— Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 boseription W-1 Title : Dsgnr: Description Scope.: General Timber Beam Job # Date: 10:10AM, 8 JUL 02 Page 1 General Information 0.421 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 Center Span 9.67 ft .....Lu 0.00 it Beam Width 3.500 in Left Cantilever it .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft ' Member Type Allowable Truss Joist - MacMillan, Parallam-2.0E Bm Wt. Added to Loads ...Length/Def) Fb Base Allow 2,900.0 psi Load Dur. Factor 1.250 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000 pcf E 2,000.0 ksi Full Length Uniform Loads Center DL 413.00 #/ft LL 472.00 #/ft - Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 9.67ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin-Piri Max Stress Ratio 0.421 : 1 Total Load Lett uanulever... ueaa Loaa 1 oid! wdu Deflection Maximum Moment -0.180 in Deflection 10.5 k -ft "'Maximum Shear ` 1.5 5.2 k Allowable 0.0 24.8 k -ft ...Length/Def) Allowable - 15.1 k Max. Positive Moment 10.46 k -ft at 4.835 it Shear: @ Left 4.33 k Max. Negative Moment 0.00 k -ft at 0.000 it @ Left @ Right 4.33 k Max @ Left Support 0.00 k -ft @ Right 0.000 in Camber: @ Left 0.000 In Max @ Right Support 0.00 k -ft @ Center 0.128 in Max. M allow 24.85Reactions... Ck 19.049 Le 0.000 ft @ Right 0.000 in fb 1,526.27 psi fv 124.95 psi Left DL 2.05 k Max 4.33 k Fb 3,625.00 psi Fv 362.50 psi Right DL 2.05 k Max 4.33 k Deflections I Center Span... Dead Load Total Load Lett uanulever... ueaa Loaa 1 oid! wdu Deflection -0.085 in -0.180 in Deflection 0.000 In 0.000 In ...Location 4.835 it 4.835 it ...Length/Deft 0.0 0.0 ...Length/Def) 1,361.8 643.69 Right Cantilever:.. Camber ( using 1.5D.L. Defl) ... Deflection 0.000 in 0.000 in @ Center 0.128 in ...Length/Deft, 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Caics Bending Analysis Ck 19.049 Le 0.000 ft Sxx 82.259In3 Area 41.563 in2 Cf 1.000 Rb 0.000 Cl 0.000 i Max Moment Sxx Reo'd Allowable fb @ Center 10.46 k -ft 34.63 in3 3,625.00 psi @ Left Support 0.00 k -ft 0.00 in3 3,625.00 psi @ Right Support 0.00 k -ft 0.00 In3 3,625.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 5.19 k 5.19 k Area Required 14.327 in2 14.327 in2 Fv: Allowable 362.50 psi 362.50 psi - Bearing @ Supports Max. Left Reaction 4.33 k Bearing Length Req'd 1.902 in. Max. Right Reaction 4.33 k Bearing Length Req'd 1.902 in La+evGI A�cJL4S(s q Importance factor; 01'1060 WALL ELEMENTS Basic wind speed; Q1_60�mph qs psf All structures; ,,.;1:20:? 0.0108 0.0117 Roof pitch; in 12 angle 33.69 degrees Enclosed and unenclosed structures; n., ;i IG ` 0.0108 0.0117 PRIMARY FRAMES AND SYSTEMS 0.0146 Outward Partially enclosed structures; Y1;60r 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls;1'30i�:'; ... 0.0117 Direction 0.0136 Ht. <0'-155 <205 <255. <305 <405 Ce 0.62 0.67 0.72 0.76 0.84 WALLS Cq� Slope < 7:12; ;f130'f 0.0117 0.0126 Windward walls; 0. 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Leeward walls; 0:50�,�' 0.0045 0.0049 0.0052 0.0055 0.0061 Outward Total wall; 0.0117 0.0126 0.0136 0.0143 0.0158 ' ROOF Slope < 2:12; ;1,701- 0.0153 0.0165 0.0177 Wind perpendicular to ridge; 0.0207 Outward Slope 2:12 to 7:12; kz`1:60 0.0144 0.0155 0.0167 Leeward or flat roof; x'0.7. 0' 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: 0.0097 Inward Slope > 7:12 to 12:12; `. x`:70?' 0.0153 0.0165 0.0177 Slope 2:12 to less than 9:12T, ;0.90 ;' 0.0081 0.0087 0.0094 0.0099 0.0110 Outward Slope 2:12 to less than 9:12 0.30 0.0027 0.0027 0.0031 0.0033 0.0037 Inward Roof total; 0.0090 0.0095 0.0104 0.0110 0.0122 0:0165 Wind parallel to ridge and flat roofs j�0:70 ' 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; ,,.;1:20:? 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; n., ;i IG ` 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; Y1;60r 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls;1'30i�:'; ... 0.0117 0.0126 0.0136 0.0143 0.0158 OuUin ROOF Enclosed and unenclosed structures; Slope < 7:12; ;f130'f 0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12;1!30? 0.0117 0.0126 0.0136 0.0143 0.0158 Outfin Slope >12:12; Use wall values Partially enclosed structures; Slope < 2:12; ;1,701- 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; kz`1:60 0.0144 0.0155 0.0167 0:0176 0.0195 Outward Slope 2:12 to 7:12; :0a0 0.0072 0.0078 0.0084 0:0088 0.0097 Inward Slope > 7:12 to 12:12; `. x`:70?' 0.0153 0.0165 0.0177 0:0187 0.0207 OuUin Slope >12:12; Use will values ELEMENTS AND COMPONENTS (In areas of discontinuities) j Wall corners; :"'1:50 -� 0.0135 0.0146 0.0157 0:0165 0.0183 Outward 1.20 0.0108 0.0117 0.0125 0'0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs ' Slope < 2:12 zx:, 2 30'° Yt 0.0207 .-�..; 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 ;t. ; x::;2:60.+;;1 0.0234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 • -1:60 _'., 0.0144 0.0155 0.0167. 0.0176 0.0195 Outward For slopes less than 2:12 Overhangs at roof eaves, rakes or ridges, and canopies. '. `2:80 0.0252 0.0272 0.0292 0.0309 0.0341 Upward ".W .4t f1D Su i'Liir,I3 _a l`'"" S1;- r'til"fi �r1M ir^r, '�'?'�N"fs,�+" � '^ � ""�'y�q'.p.'{"�.sx 't .Y'�"�N�'��4��iY h'�'�.✓�iKf �e�^. Yn +'���'ryi 5y�c�r�r �iiNvai�� eismic fac ois�fo struc res 1.9�97A U,�3C w �_ M o;o w4 Static lateral force procedure per UBC 1630: Seismic zone 3 2 0.30.0 . Importance factor System description: (Table 16-N) 1a. Wood sttuctutal panel walls... R 5.500 Numerical coefficient no 2.800 .Seismic force overstrength factor hn00,00 feet Input C, from table 16-R: Input Nv from table 16-V: Cv N Input Ca from table 16-0: Ca 3� Calculate numerical coefficient CT: Building frame system: Wood framed and all other buildingsD CT 0.020 For all structures, the value T may be approximated from the following formula: T = CT (hn)"' 0.11 sec. (30-8) The total design base shear shall be determined per UBC 1630.2: V=((Cv*I)I(R*T))xW= 0.87 W (30-4) The total design base shear need not exceed the following: V=(2,5*Ca*I)/R x W = 0.164 W (30-5) The total design base shear shall not be less than the following: V = 0.11 ' * Ca * I x W = 0.040 W (30-6) For seismic zone 4, the total base shear shall also be not less than the following: V=(0.8xZxNvxl)IR (W)= 0.044 W F = 0.164 W Design factor for structure -61ld��� lu W LU CY, C\. 0(2& 4 Ao 2, oi+ 1.ci3.9`l�` f I2 1 :ht �tl } easrl we.ST'. easy lv)esT- t T3( wl- VV I - ---PIE -1.1 It -l -i i -u Ill LU LLI rco C'J CIJ L -J 3 (-,-f -2s- o u 9y) A.31 62 017,49 L 03`11 Rc Z,37' Y i� ,e 3'N S � x E1 ,rfF, �.. a t T4 SUR T ^��,{PS9�7i F� c^ Y � � ^. N! T ' r• 1' �' * �;R„x y!ip� Y>ry u �.�6" � .�S�edi`Vla���Che�i�le'�1997�1�niform`��il�ng Gos e � �� � �,��'`� � j�`( �•k5-a�,� �.x rad ,.t, i H t Tei ,)�I � �.• p"Py-�u 1i✓31.! 1. Nf� yS�'� r�, .:. n...a..�,�., .tt _+y�a�_a..ti...a..a..0 �.+..a.....,..,.._ .a l'� atgn�t i6c3�+:A.Y�Sc�t`re.k:s^yr l.sPih'd.f+E:�:yi.kK'•e1.$: Mark Description 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 2 318" cdx plywood with 8d nails at 4", 12" o.c. 3 3/8". cdx plywood with 8d nails at 3", 12" o.c. 4 112" cdx plywood with 10d nails at 6", 12" o.c. 5 1/2" cdx plywood with 10d nails at 4", 12" o.c. 6 112" cdx plywood with 10d nails at 3",12" o.c. 7 518" T-1-11 plywood nailed with 8d nails at 6",12" o.c. 8 518" T-141 plywood nailed with 8d nails at 4", 12" o.c. 9 5/8" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. ...a•»:na-.s+-,..:,.>°!rehel�Rak'¢rb .,r.,.. `..•,:�Pa�rk�i�'. 0.213 0.260 0.164 R, P 0.200 0.312 0.380 0.240 0.293 0.402 0.490 0.309 0,377 0.254 0.310 0.196 0.239 0.212 0.460 0.163 0.354 0.360 0.600 0.277 0.462 0.131 0.160 0.101 0.123 0.197 0.240 0.152 0.185 0.254 0.310 0.196 0.239 10 112" gypsum board nailed with 5d nails at 7" o.c. max. 11 518" gypsum board nailed with 6d nails at 7" o.c. max. Footnotes: 1 Foundation sill plates and all framing receiving edge nailing from abutting panels shall not be less than a single 3 -inch nominal member. In shear walls where the total wall o design shear does not exceed 600plf, a single 2 -inch nominal sill plate may be used, provided anchor bolts are designed for a load capacity of 50 percent or less of the allowable capacity and bolts have a minimum of 2 -inch by 2 -inch by 3116 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. I �-4 Wall line analysis Date 717102 ShetlMall Summary Description; ITurner residence Level; I Main Line; L J P lateral 2.080 kips Total wall length; cjf5l)_O_j feet Wall framing species; LF Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 6",12" o.c. 1 0.213 kips/ft Side 2; None _____._......_._._.. ._.__..._. _...-...._,._._.._.._-_�. - 13 0.000 kips/ft Shearwall v; 0.126 kips/ft Oki v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 1.063 feet 16d sinker good for 0.134 kips/each 0.126 16d nails at __..- .16 inches o.c. at SW bolts; Q Applicable? _Anchor Design v 0.126 kips/ft -13 x SIII plate? ❑Double anchor bolts? 0.730 = 5.791 feet 0.126 1/2" dia. good for 0.730 kips/each 112" dia. at inches o.c. max. Length of attachment; - 22.50 feet _ i Design v; 0.092 kipslft. Connector 481 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; applicable? v 0.126 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Date 717102 Shearwall summary Line geometry and collector forces Total lengths 16.50 6.00 Maximum collector force; 0.277 kips 16d nail good for; 0.115 . kips/each Page 1 Splice; 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4 16d nails, where used Turner residence Level Main Line A V1 v, V2 v2 a V3 v3 V4 v4 Segment I Desc. I Wall I Opening 12.08 10.09 1 1 1, _ Force -8.25 w 8.25 y , 6.00 o 6.00 y 0.277 8.25 w 8.25 y -0.277 0.000 0.000 _ .... 0.000 0.000 0.000 0.000 Total lengths 16.50 6.00 Maximum collector force; 0.277 kips 16d nail good for; 0.115 . kips/each Page 1 Splice; 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 4 16d nails, where used Stability details Date 7/7102 Wall stability Level Main Line A v 0.126 kips/A • t Assembly dead loads; Design controlled by; Roof; 0.014 ksf lWind Floor; 10.011 Iksf Dead load reduction factor; Wall; 0.010 ksf 0.667 Shearwall Dead load trib. Lengths O (d v _ U C r C" CO C — 0 � Y O c Y J �' °' a " o a� > O O Holdown w � o � i- FN M. a 8.25 10.00 10.00 2.00 0.128 10.4 2.9 7.75 1.09 1.09 HTT16/2-2x4 ZD Wall line analysis Date 717/02 Shearwall Summary Description; Turner residence Level; Main Line; �Br P lateral 6.680 kips Total wall length; "�:,-166y170 feet Wall framing species; LDFL Description; MarK v cap __ _ Side 1; 3/8" cdx plywood with 8d nails at 3", 122o.c 3 0.490 kips/ft �. Side 2; None U 13 0.000 kips/ft Shearwall v; 0.413 kips/ft Ok! v allow; 0.490 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.154 = 0.373 feet 16d sinker good for 0.154 kips/each 0.413 16d nails at 16 inches o,c. at SW Anchor bolts; Applicable? Design v kips/ft ® 3 x Sill plate? El Double anchor bolts? 0.820 = 1.985 feet 0.413 112" dia. good for 0.820 kips/each T 112" dia. at 12 inches o.c. max. Blocking/top plate; Q✓ Applicable? Connector I A35 0.450 kips/each Length of attachment; 36.50 feet Design v; 0.183 kips/ft Connectors 30 inches o.c. max -Connectors at rim joist to mudsill/cripple wall top plate; Applicable? v 0.413 kips/ft ,�A35'at 0 inches o.c. max. Page 1 ' Z( Line geometry Date 717102 Shearwall summary Line geometry and collector forces Page 1 Turner residence Level Main Line B . V1 v, V2, v2 V3 v3 V4 v4 Segment. Desc. Wall Opening 2.87 10.13 118110.104,Force 17.50 0 17.50 y ._5.00 w 5.00 y -2.232 1.67 w 1.67 y -0.804 8.33 0 8.33 y -0.276 2.00 0 2.00 y -1.079 8.00 0 8.00 y -1.272 3.00 w 3.00 y -2.044 CZE GSILO 10.00 0 10.00 y -1.094 6.50 w 6.50 y -2.058 0.000 ... 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 16.17 45.83 Maximum collector force; 2.232 kips 16d nail good for; 0.132 kips/each Splice; 17 16d nails, where used Page 1 •�' •M T 4 v I ,r r_ �F✓ � i � aMx 5 M�ti� kr,., U�• � a aa�.♦ • K d' t Stability details Wall stability Date 7/7/02 Level Main Line B v 0.413 kips/ft .Assembly dead loads; Design controlled by; Roof; 0.014 k s f jWind :- Floor; 10.011 Iksf Dead load reduction factor; Wall; 0.010 ksf 0.667" Shearwall Dead load trib. Lengths O g C2 CM v o' V v o : I' d o g g ;° Holdown M o -j v 0 -j CDN O p O 6.67 9.00 9.00 0.090 24.8 1.3 6.17 3.87 3.87 MTT28B/2-2x .3.00. 9.00 9.00 0.090 11.15 0.27 2.50 4.39.._ ......... 4.39 MTT28B/2-2x 6.50 9.00 9.00 0.090 24.17 1.27 6.00 3.89 3.89 MTT28B/2-2x Page 1 r 4 AlrV �ti f • - J .. t4 • ail- 4r.- kV L of r •� t a+� 1-� Wall line analysis Date 7/8/02 i l Shearwall Summary Description; ITurner residence Level; Main Line; CSC-- Plateral 2.370 kips Total wall length; x=15.500 - feet Wall framing species; HE F--1 Shearwall; Description; _ _ Mark v cap Side 1; 3/8 ' cd_x plywood with 8d nails at 6", 12" o.c. _ 1 0.213 kips/ft Side 2; f None __ _ T�8 13 0.000 kips/ft Shearwall v; 0,153 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v,atow. 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.876 feet 0.153 16d sinker good for 0.134 kips/each 16d nails at 16 inches o.c. at SW Anchor bolts; 0 Applicable? Design v 0.153 kips/ft ® 3 x SIII plate? ❑ Double anchor bolts? 0.730 = 4.774 feet 0.153 112" dia. good for SD0.730 kips/each 112" dia. at inches o.c. max. Applicable? Connector �A35_ U •' 0.450 kipsleach. Length of attachment; 15.50 feet Design v; 0.153 kips/ft' 4 Connectors inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate; ❑ Applicable? v 0.153 kips/ft A35 at 0 inches o.c. max. Page 1 k Line geometry Date 718102 Shearwall summary Line geometry and collector forces Turner residence . .Level Main Line C V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening IN 0.11 Force 15.50 w. 15.50 y 6.50 0 6.50 y 0.700 0.000 0.000 0.000 0.000 0.000 0.000 - .._ .... 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 .... . ............. 0.000 0.000 Total lengths 15.50 6.50 Maximum collector force; 0.700 kips 16d nail good for; 0.115 kips/each Splice; '1-6d nails, where used vu. y Page 1 Stability details Date 718102 . Wall stability Level . Main Line C v 0.153 kips/ft .Assembly dead loads; Design controlled by; Roof; 0.014 ksf lWind Floor; 10.011 lksf Dead load reduction factor; Wall; 0.010 ksf 0.667 Shearwall Dead load trib. Lengths . ... v .... v :.i C y ' Y c `a�p 9 $ c Holdown N D _$ li Occ D H d 15.50 9.00 9.00 2.00 0.118 21.3 9.5 15.00 1.00 1.00 HTT16/2-2x r Page 1 f� � �� ,�- y»�w a,:-� .y\v �.¥ ��d... , ��� ƒ � . `� �¥ � . v a � � > �� c�\ . .?).. a&` - �&�/2 ,+�- .� y � � >M � � ��: � } /�. /�//�} .. . . .,. 2` � '� � ��}� ) _�� � � � �;,&. �w 2. .. , : �� � � .m . \. \ �. . � ' y� ._ . \ \ �z . # � �� �' ��\,§, }/S�^� ~: \� / \ ` '&t ,. ) >�^ � , . �\� 2w . � . `2� : \� . }/ /\� � �\� � �{� » � ® 2f . . . � �\� \ � . j�� � \ . �: a\ � . 2/..� � .� « :�\.y� w � z »� : «( ,. . . . . � � \/ \� w/�,:, . \%� \/ . �� }>.\ . . �\��}ƒ \ . % ;«§. . •� 3 :. � . . � \�/ 2 \ � �� § j ,. . ' ƒ� \ Z ��^ '. . �t . a 64� \ . 4/' � / 2, R2«y.� � / \} \ . � � � J� Wall line analysis Shearwall Summary Date 7/8/02 Description; ITurrier residence Level; Main Line; <"D' P lateral 5.510 kips Total wall length; . 14-000 . s feet Wall framing species; " HF Shearwall; Description; _ _ _ Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 3", 12" o.c. 3 0.402 kips/ft Side 2; None __..�.___._..,__._.._..._..__._.__...._ ..._._,..,... _....�_._.._._T_ � 13 0.000 kips/ft Shearwall v; 0.394 kips/ft Oki v allow; 0.402 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.340 feet 16d sinker good for 0.134 kips/each 0.394 16d nails at. 16 inches o.c. at SW Anchor bolts; 0 Applicable? Design v IRIM kips/ft ❑ 3 x Sill plate? ' Q Double anchor bolts? 0.730 = 1.855 feet 0.394 112" dia. good for 0.730 kips/each 112" dia. at 11 inches o.c. max. Applicable? . Connector A35 0.450 kips/each Length of attachment; 28.50 feet Design v; 0.193 kips/ft Connectors �Sinches o.c. max. , Connectors at rim joist to mudsilllcripple wall top plate; [:]Applicable? v 0.394 kips/ft A35 at 0 inches D.P. max. Page 1 ;....... Line -geometry Date 718102 Shearwall summary Line geometry and collector forces Turner residence Level Main ; Line D V1 v, V2 v2 V3 __.... v.3.._.; V4 v4 Segment Desc. Wall Opening 2.67 , 0.11 2:84 0.07• _ . Force 4.50 w 4.50 y 17.00 0 17.00 y 1.270 2.50 w 2.50 y -0.621 1.50 w 1.50 y 0.085 4.00 0 4.00 y 0.568 5.50 w 5.50 y t 0.280 10.50 0 10.50 y 2.049 18.00 0 18.00 y 1.294 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 s 0.000 0.000 a 0.000 0.000 0.000 0.000 + 0.000 0.000 0.000 0.000 Total lengths 14:.00 49.50 Maximum collector force; 2.049 kips 16d nail good for; 0.115 kips/each Splice; 18 16d nails, where used Page 1 ...... _.. y { Stability details Date 7/8/02 Wall stability t. Level Main Line D Assembly dead loads; Roof; FO.014 ksf Floor; 10.011 Iksf Wall; 0.010 ksf v 0.394 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 Shearwall Dead load trib. Lengths CO Ej °' E 0) CaCM o o N n r 0 x �' CDD Y p O Holdown t Q' L2 Q ca a 4.50 9.00 9.00 0:090 .15.9 0.6-- 4.00- -3.88 3:88 MTT288/2-2x 4.00 9.00 9.00 0.090 14.17 0.48 3.50 3.96 3.96 MTT28B12-2x 5.50 9.00 9.00 0.090 19.48 0.91 5.00 3.78 3.78 MTT28B/2-2x Page 1 V" :,. � . , :, 11 , zi Wall line analysis Shearwall Summary Date 718/02 Description; ITumei- residence Level; Main Line; P lateral i 1.270 kips Total wall length; 115:750—_--�feet Wall framing species; I HIF -Shearwall; Description; Mark v cap _ _ _ _ _ Side 1; 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2; None 13 0.000 kips/ft Shearwall v; 0.221 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0:000 kipslft Sill nailing; ❑ Applicable? 0.134 = 0.607 feet 16d sinker good for 0.134 kips/each 0.221 16d "nails at 16 inches o.c. at SW Anchdr bolts; 0 Design v 0.221 0.730 = 3.305 0.221 icable? kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? feet 112" dia. good for 32, 0.730 kips/each 112" dia. at inches o.c. max. Blocking/top plate; 0 Applicable? ConnectorAss ' � , 0.450 kips/each Length of attachment; 24.00 feet -- _. Design v; 0.053 kips/ft Connectors ' 48 inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate; O Applicable? v 0.221 kips/ft A35 at 0 inches o.c. max. Page 1 �O Line geometry Date '7/8/02 Shearwall summary Line geometry and collector forces Total lengths 5.75 18.25 Maximum collector force; 0.688 kips 16d nail -good for; 0.115 kips/each 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -Splice; �g 16d. nails, where used Page 1 Turner residence Level Main Line E V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1.27 0.05 F., , .: Force 13.00 0 13.00 y 5.75 w 5.75 y -0.688 5.25 0 5.25 y 0.278 - - 0 000 Total lengths 5.75 18.25 Maximum collector force; 0.688 kips 16d nail -good for; 0.115 kips/each 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 - 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 -Splice; �g 16d. nails, where used Page 1 3( Stability details Date 7/8/02 Wall stabilit Level Main Line E v 0.221 kips/ft Assembly dead loads; Design controlled by; Roof; 0.014 ksf , Wind Floor; 10.011 Iksf Dead load reduction factor; Wall; 0.010 ksf 0.667 Shearwall Dead load trib. Lengths 0 0 CieHoldown.� 4H2 E ;? O N = O O L D 0 OC Ij CU ..,. a 5.75 9.00 9.00 2.00 0.118 11.4 1.3 5.25 2.01 2.01 HTT16/2-2x Wall line analysis Date 7/8/02 Shearwall Summary Description; Turner residence Level; Main Line; P lateral 2.020 kips Total wall length; 8.5`00 feet Wall framing species; -• Shearwall; Description;_ Mark v cap Side 1; _ _._.-------------.._._,__.---- 3/8" cdx plywood with 8d nails at 4", - .-----___.-- 12" o.c. 2 0.312 kipslft Side 2; None L 13 0.000 kips/ft Shearwall v; 0.238 kips/ft Ok! v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill -nailing; ❑ Applicable? - 0.134 = 0.564 feet 16d sinker good for 0.134 kips/each 0.238 16d nails at 16 inches o.c. at SW . Anchor bolts; 21 Applicable? Design v 0.238 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 3.072 - feet 0.238 1/2" dia. good for �/0 0.730 kips/each 112" dia. at' inches o.c. max. Blocking/top plate; ❑✓ Applicable? Connector A35 _ �J 0.450 kips/each Length of attachment; 16.50 ifeet Design v; 0.122 kips/ft 30 Connectors ' inches. o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.238 kips/ft A35 at Page 1 0 inches o.c. max. 3Z 35 Line geometry Date 7/8102 Shearwall summary Line geometry and collector forces i i Total lengths 8.50 35.00 Maximum collector force; 1.254 kips 16d nail good for; 0.115 kips/each Splice; 16d nails, where used ✓ '9.;Vv� Page 1 Turner residence Level. Main Line 1 ` V1 v, V2 v2a V3 v3 V4 v4 Segment Desc. Wall Opening 2A2 0.05 Force 8.00 0 8.00 y 8.50 w 8.50 Y -0.371 8.00 0 8.00 y 1.254 19.00 0 19.00 Y 0.882 i i Total lengths 8.50 35.00 Maximum collector force; 1.254 kips 16d nail good for; 0.115 kips/each Splice; 16d nails, where used ✓ '9.;Vv� Page 1 •s � s �..: � N'« � Stability details Wall stabilit Date 718/02 Level Main Line 1 v 0.238 kips/ft Assembly dead loads; Design controlled by; Roof; 0.014 ksf lWind - Floor; I 0:011 lksf Dead load reduction factor; f Wall; 0,010 ksf 0.667 Shearwall Dead load trib. Lengths v v v a a" 0 C N L— -- O V O y -k ~ J °' iv a �_ o O Holdown N = O Q -0Cu a 8.50 9.00 9.00 2.00 0.118 18.2 2.8 8.00 2.04 2.04 HTT16/2-2x Page 1 i Ir 1 El Wall line analysis Shearwall Summary Date 7/8/02 Description; Turner residence Level; Main Line; 1.1 - - P lateral 3.990 kips Total wall length; 15.250 feet . Wall framing species; HF _ Shearwall; Description; _ _ _ — Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 4",12" o.c. _ _ ' 2 0.312 kips/ft Side 2; None_ _ _ ___ _ _ 13 0.000 kips/ft Shearwall v; 0.262 kips/ft Ok! v allow; 0.312 kips/ft If user -defined SW used; Description; v allow. 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.512 feet 16d sinker good for 0.134 kips/each 0.262 16d nails at 16 inches o.c. at SW Anchor bolts; 0 Applicable? Design v 0.262 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.790 feet n 0:262 1/2" dia. good for 0.730 kips/each 112" dia. of inches o.c. max. Blocking/to late; U Applicable? Connector j A35 ,® 0.450 kips/each Length of attachment; 15.25 feet Design v; 0.262 kips/ft � Connectors /2� inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate; ❑ Applicable? v 0.262 kips/ft A35 at 0 inches o.c. max. Page 1 35- Wall S Line geometry Date 7/8/02 Shearwall summary Line geometry and collector forces 'Turner residence Level Main Line 1.1 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall I Opening 1 3.99. 0.10 Force . - 8'.00 0 8.00 y 15.25 w 15.25 y -0.765 18.50 0 18.50 y r 1.768 0.000 0.000 0.000 0.000 i 0.000 0.000 0.000 0.000 0.000 0.000 _ .._ 0.000 0.000 0.000 0.000 0.000 0.000 1 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 15.25 26.50 Maximum collector force; 1.768 kips 16d nail good for; 0.115 kips/each Splice; ill' 16d nails, where used Ibd o� �,►� g VO Page 1 P Stability details Wall stability Level Main Line 1.1 v 0.262 kips/ft Assembly dead loads; Design controlled by; Roof; Dead load trib. Lengths 0.014 ksf Floor; 0.011 ksf Wall; 0.010 ksf Wind Dead load reduction factor; 0.667 Date . 718102 Shearwall Dead load trib. Lengths g Holdown v if a 15.25 9.00 9.00 2.00 0.118 35.9 9.2 14.75 2.02 2.02 HTT16/2-2x i i 3� Wall line analysis Date 7/8102 Shearwall Summary Description; Iturner residence Level; I Main Line; 2,3 P lateral 4.190 kips Total wall length; 15.000 feet Wall framing species; I HIF -- W Shearwall; Description;_ Mark v cap Side 1; 3/8" cdx plywood with 8d nails at 4", 12" o.c. 2 0.312 kips/ft Side 2; None _ 13 0.000 kips/ft Shearwall v; 0.279 kips/ft Ok! v allow; 0.312 kips/ft If user -defined SW used; - Description; v avow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 0.480 feet 16d sinker good for 0.134 kips/each 0.279 16d nails at 16 inches o.c. at SW Anchor bolts; Q Applicable? Design v 0.279 kips/ft 3 x 5111 plate? „ ❑ Double anchor bolts? 0.730 = 2.613 feet 0.279 112" dia. good for -30 0.730 kips/each 112" dia. at inches o.c. max. Blocking/top plate; Q Applicable? Connector A350.450 kips/each Length of attachment; 23.00 feet Design v; 0.182 kips/ft Connectors 30 inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.279 kips/ft A35 at... 0 inches o.c. max. Page 1 Line geometry Date 718102 Shearwall summary Line geometry and collector forces Turner residence Level Main Line 2,3 V1 v, V2 vZ V3 v3 V4 v4 Segment _Desc, Wall Opening 4.19 0.06 ;::.�, . Force 5.00 0 5.00 y , . _ ....... 3.00 0 3.00 y -0.279 15.00 w 15.00 y 70.447 35.50 0 35.50 y 2.905 5.50 0 5.50 y 0.022-GSIrO' 11.00 0 11.00 y 0.615 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 15.00 60.00 Maximum collector force; 2.905 kips 16d nail good for; 0.115 kips/each Splice; 25 16d nails, where used qO Stability details Date 7/8/02 Wall stabilit Level Main Line 2,3 v 0.279 kips/ft .Assembly dead loads; Design_.controlled..by; Roof; 0.014 ksf 1wirid Floor; 0.011 ksf Dead load redaction factor; Wall; 0.010 ksf 0.667 Shearwall Dead load trib. Lengths C O N N N .M = ' 2 ll_ Q {- v O u O Cu 15.00 9.00 9.00 11.00 0.244 37.7 18.3 14.50, 1.76 1.76 HTT16/2-2x Page 1 4 t r y! ;.!7' �.y�'R `tr f:iT,.,�: : t . ::'�.'^'p�; .�.�. , , .•c "* a. .. � ' = e _ •.. .,4 y;. � � i7f—' !Tj• , a^ , ell R 1 q� tv 3%c a ' +, i' 33SSDD i r qJq Ir jl w ,;•' Gil Wall line analysis Shearwall Summary. Date 7/8/02 Description; ITumer residence I Level; Main Line; ® P lateral 1.670 kips Total wall length; 16.500 feet Wall framing species; I HF — Shearwall; Description; Mark v cap Side 1; -- — _ -----..--___-- 3/8" cdx plywood with 8d nails at 6", 12" o.c. 1 0.213 kips/ft Side 2; . None � 13 0.000 kips/ft Shearwall v; 0.101 kips/ft Ok! v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑ Applicable? 0.134 = 1.324 feet 16d sinker good for ' 0.134 kips/each 0.101 16d nails at 16 inches o.c. at SW Anchor bolts; ❑ Applicable? ti Design v 0.101 kips/ft 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 7.213 feet 0.101 1/2" dia. good for 0.730 kips/each 112" dia. at inches o.c. max. Dlocking/top plate; U Applicable? Connector I.A35. j V 1 0.450 kips/each Length of attachment; 1 62.00 Ifeet – Design v; 0.027 kips/ft Connectors-__... . 48� inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? V 0.101 kips/ft A35 at 0 inches o.c. max. Page 1 . qZ. U Line geometry Date 7/8/02 Sheatwall Summary Line geometry and collector forces Turner residence Level Main • Line 4 37.50 0 37.50 y -0.059 5.50 w 5.50 y -0.887 . 5.00 0 5.00 y -0.451 14.00 0 14.00 y -0.562 11.00 w 11.00 y -0.871 0.000 0.000 -- 0.000 0.000 0.000 0.000 0.000 . 0.000 0.000 0.000 0.000 0.000 0.000 0.000 _. 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 16.50 59.17 Maximum collector force; - 0.887 kips 16d nail good for; 0.115 kips/each Splice; 8 16d nails, where used Page 1 ftj•.�.; a r 7 v w •s. r � Owl" • �ir�;. 'tom' . ,ter r e w `I3 Stability details Wall stability r Level Main Line 4 Assembly dead loads; O :Q c a Roof; 0.014 ksf Floor; 0.01.1 ksf Wall; 0.010 ksf v '0.101 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 .. .......... . r Date 7/8/02 Shearwall Dead load trib. Len the O :Q c a v v o C U U C C Y Y o Holdown CD = , V o o �- 0 Q- 5.50 9.00 9.00 11.00 5.50 0.244 5.0 2.5 5.00 0.67 0.67 HTT16/2-2x 11.00 9.00 0.00 11.00 0.244 10.02 9.85 10.50 0.33 0.33 HTT16/2-2x Page 1 I i P •, 1lit Page 3 _ CF -IR R CERTIFICATE OF COMPLIANCE: RESIDENTIAL g _ Page 2 CF -1 Project Title.......... Turner Residence Date..12/15/03 13:08:42 TE OF COMPLIANCE: RESIDENTIAL Page 1 CF 1R CERTIFICATE OF COMPLIANCE: RESIDENTIAL I CERTIFIG Dat 2/15/03 13:08:42 Date..12/15/03 13:08:42 Project Title.......... Turner Residence !ro ect.Title.......... Turner Residence +++++++ COMPLIANCE STATEMENT Project Address........ Lot No. 28 + + FENESTRATION Casa Del Rey Subdivision v6.01 " +++++++ Building Permit B Over- This certificate of compliance lists the building features and performance • on Author... Robert Heaton specifications needed to comply with Title -24, !arts 1 and G of the Doc umentati Robert i. Heaton Architect Check Date a U_ Interior Exterior hang/ California Code of Regulations, and the administrative regulations to 4284 Keith Lane (lane Shadin Shading Fins implement them. This certificate has been signed by the individual with Chico, CA 95973 Orientation (sf) Factor SHGC g overall design responsibility. When this certificate of compliance is Field Check/ Date Standard Yes p ori 530-343-8038 submitted for a single building �11an to be built in multiple orientations., Climate Zone...... 11 Window Right (S) 10.0 0.350 0.350 Standard Standard None any .shading feature that is varied is indicated in the Special Features Compliance Method...... MICROPASG vG.01 for 2001 Standards by Enercomp, Inc• Window Right (S) 7.5 .0.350 0.35rd Yes Standa Window lack (_) 10.0 0.350 0.350 Standard Standard. Yes Modeling Assumptions section. • 01 File -TURNER Wth-CT211S92 Program -FORM CF -SR Window Right (S) 10.0 0.350 0.350 Stands 50 Standard Standard Yes DESIGNER or OWNER DOCUMENTATION AUTHOR MIser#-MG 90 n Architec Run -Richard Turner User!{ MP1902 User -Robert B. Sento Window lack (E) 6.6 0.350 0.350 Standard Standard Yes Window Right (S) � G.6 0.350 0.3 Name.... Robert E. Heaton Name.... Robert Heaton Window Left (N) 1G.0 0.350 0.350 Standard Stastandard Yes Company. R.E. Heaton Architect Company. Robert B. Heaton Architect. GENERAL INFORMATION Window Back (E) 16.0 0.350 0.350 Standard Standard None Address. Address. 4284 Keith Lane Window Left (N) 4.0 0.350 0.350 350 Standard Standard None Chico, CA SNINK-E3SG Chico, CA 95973 Conditioned Floor Area..... 2331 sf Window Dack (E) 4.0 0.350 0. !hone... (530) 343-8038 Phone... 530- 43-9031 ! ( Sin le Family Detached License 91 2 Building Type .............. g SLAB SURFACES Construction Type New /� 3 1 270 de (W) i / rb3 Signed.. Door Back (E) 33.0• 0.350 0.350 Standard Standard Window Back (E) 3.t 0.350 0.350 Standard Standard None to 0 Window Back (E) 20.0 0.350 0.350 Standard Standard Yes Window Back (E) 6.6 0.350 0.350 Standard Standard Yes E 40.0 0.350 0.350 Standard Standard Yes Window Back ( ) Yes Window lack (E) 6.6 '0.350 0.350 Standard Standard Window lack (E) Yes 1.0.0 0.350 0.350 Standard Standard !,;tndow Back (E) !0.0. 0.3 50 .0.350 Standardandard Standard Yes Door Right (S) 33.0 O.o�U_0.350 &cajdard Standaid res Window Right (S) 10.0 0.350 0.350 Standard Standard Yes Door Right (S) 40.0 0.350 0.350 Standard Standard Yes +; , ,•,• ._ r •, 4 � r .�;,,,., Cpl � (. p• �/ _ 1 DATE:__ DGG�. _ n Building Front Orientation. Front Fac ng g Area e (date) (date) Number of Dwelling Units... 1 Slab Type, lsf) i 1 i Numbs r of Stories...... r. 1 Floor Construction Type.::. Slab On Grade _ Standard Slab 2331 ENFORCEMENT AGENCY Glazing Percentage......... 17.5 %'of floor G � area 1 • ` Average Glazing U -factor... 0.35 Btu/hr-sf-F i HVAC SYSTEMS Name.... Average Glazing SHGC........ 0.35 Title... Average Ceiling Height..... 9 ft Refrigerant Tested ACG Manual Thermotat Agency., ' BUILDING SHELL INSULA TION Equipment Minimum Efficiency Charge and Duct Airflow .Location Duct R -value Duct Leakage D Type!hone... Component Frame Cavity Sheathing Total Assembly lue U -factor R -value R -value Location/Comments Type Type Furnace n/a Attic R-4.2 No No No No Setback Setback Signed.. (date) 0.900 AFUE Type Type R -value ACSplit 14.00 SEER No Attic R-4.2 Nall _ Wood R-21 R-0' R-21 0.057 0.033 To Garage, To Attic Garage3 WATER SEATING SYSTEMS Roof Door Wood R-21 R-0 R-38 None R-3.0 R-0 R-3 0.330 Solid Wood Number Tank External in Energy Size Insulation I i FENESTRATION Tank Type' Seater Type Distribution Type System Factor (gal) R -value_ i Area U- Interior Exterior Over_ hang/ Storage Gas Standard i O.St 50 R- n/a � Orientation (sf) Factor SHGC Shading Shading' Fins REMARKS Window W 25.0 0.350 0.350 Standard Front ( ) (W) 7.5 0:350.0.350 Standard Standard Standard Yes Yes Window Window Front Front (W) 7.5 0.350 0.350 Standard Standard Yes Yes Window Front (W) 20.0 0.350 0.350 Standard (N) 10.5 0.350 0.350 Standard Standard Standard None Window Window Left Left (N) 9.0 0.350 0.350 Standard Standard Standard None None Door Window Left (N) 9.0 0.350 ,0.350 Standard Back (E) 16.0 0.350 0.350 Standard Standard None None Door Back (E) 33.0• 0.350 0.350 Standard Standard Window Back (E) 3.t 0.350 0.350 Standard Standard None to 0 Window Back (E) 20.0 0.350 0.350 Standard Standard Yes Window Back (E) 6.6 0.350 0.350 Standard Standard Yes E 40.0 0.350 0.350 Standard Standard Yes Window Back ( ) Yes Window lack (E) 6.6 '0.350 0.350 Standard Standard Window lack (E) Yes 1.0.0 0.350 0.350 Standard Standard !,;tndow Back (E) !0.0. 0.3 50 .0.350 Standardandard Standard Yes Door Right (S) 33.0 O.o�U_0.350 &cajdard Standaid res Window Right (S) 10.0 0.350 0.350 Standard Standard Yes Door Right (S) 40.0 0.350 0.350 Standard Standard Yes +; , ,•,• ._ r •, 4 � r .�;,,,., Cpl � (. p• �/ _ 1 DATE:__ DGG�. _ n I L HM1G FWIXCE/C0 ASSEhCLY PFWM MR ! TM"M$ (AVE. COI"Dtl!D IUr.6250 ba 2. THE KMNACE SNALL NOT OR LOCATED NOT MODE THAN 20'M" TM ATTIC ACCI:IN. !. PROVIDE A M10WM KATFOM i0• N DEPTH N FIWNT OF"EMIFI FIf4<IDOX.ltDE. . 4 PNIOVIDd A PEM`tANl.W ELECTNC OUTLET, A LIGI IT , SUTCH LOCATED AT TWATTIC ACCEN, AND A FUEL GA! STIM $HALL OE PROVIDED AT OR NEAR THE FUFFIACE. 4- 3/4• DIAM. ALL TF AD HAMER ROD! 1• DUCT WWXER !TRAP!" W *xV!• UNIT E 1 1i l ' !1J<'PORT! PLENJM � � i iZ lEltk•4NC.ORACQ! • 4 \�f �-+ CR•ER! O -TO OOTTOM ISOs" IETI?IC csrolI c . 1 V!'x1 V2•xU4•xi � NW2-3/!• DUM. t7a ROOF a ff& nm TOP cl IOF�D " MM CFiOIn "" DWI l! ALL-T1MIEAD "we !q PJF*UCE . V2•xl VYXV!• um lEltlfNlC MRACEe • 4 COIr•"-TO DOTTOM CHOFa _ ATTIC FURNACE MOUNTING. DETAIL• \° 0 AS RE�b; (,5atyc� c�sr �cca UP I p„. • !'ve # r4 eta it �lrrla ,*9 . �"''vAV..WALK ---- FW091int ATR., 0. C 0 EJ TIS .SNoMR-(I 6c'f I l mak. lt.� _ I �A050 �X GMt&�'-op 14-4 N rf 1- O<. C) � o� W a= zM O v TL h .1 C� l . 0 1 0 1 . N 1� f r I M ,1 FW091int ATR., 0. C 0 EJ TIS .SNoMR-(I 6c'f I l mak. lt.� _ I �A050 �X GMt&�'-op 14-4 N rf 1- O<. C) � o� W a= zM O v TL h .1 C� FW091int ATR., 0. C 0 EJ TIS .SNoMR-(I 6c'f I l mak. lt.� _ I �A050 �X GMt&�'-op 14-4 N rf 1- O<. C) � o� W a= zM O v 0 UtL Z 4 2003 SHEET NO. . 0 0 N M ,1 N 0 UtL Z 4 2003 SHEET NO.