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040-100-047
NOTES i RESIDENTIAL 040-1�00-047 il 03-1293 PERMIT NO. HESS, SS, CLIFF 995' MORGAN CREEK, CHICO NEW SINGLE FAMILY i I i SPECIAL CONDITIONS CHECKED BY SRA - _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ.' ` t SPECIAL INSPECTION ITEMS VERIFY 4 USE PERMIT CONDITIONS- ' SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter BY-2=1Da� . ELECTRIC; Meter By Date JOB FINALE _j Signatu J=OK 0 = Not OK . = Not Readyable - MOBILE HOMES. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-P /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 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 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requirements -Setbacks -Easements Electric 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Blocking Card B-1 Date Card B-1 Date 4. Gas; MH Test -Demand -Valve 1. Setbacks -Easements 5. Electricity; MH Test Soils; Compaction -Structure Stability 6. Water; MH Test 4. 7. Water and Sewer Connected 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Exits 8. 10. License Decals 9. Health Department Approval 11. Verify #'s with Office Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-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 B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI, 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/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 OK - = Not Applicable . = Not Ready Date , , 4. RESIDENTIAL (Single & Duplex) I (Plans) OK except #'s Date FRAA G (Cont s-Easements-Flq lope ers-Pc ; Soils-Elec. Grnd.-/ f P" Ftg. Depth 48,7CIing. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. ge; Soils-Steel-Elec. Grnd.-/ �J" Ftg. Depth 49,/Fireplace Ties or Type A Flue -Fireplace Throat Clearance ies & Decks; Soils -Steel-/ /" Ftg. Depth is Ac s; Size & Romex Protection -Draft Stop -Ins. Baffles !Main; Steel-Blockouts-Wrapped 5h. B indows or Exiting Doors -Sill Ht. & Dimensions , Garage; Steel-Blockouts-Wrapped ara Ire Protection Framing -RC Channel Qv,.-,'AqolqVDoyyns and Special Anchors b, eel -Wrapped i -Fireplace Ftg.-Steel W.V.; Fall -Fitting -Test -2 Way C/O -S er Test 2, , 10. U ,/Gas Pipe; Size Anchors-Yar s Piping; Si est ater Pipe; Test -Anchors -Regulator -Service Test 12. Electric U der round 13. P1prruTt4& Ducts; Clearance -Material -Support -Ins. 1. i rs-Sills-Anchor Bolts-Joists-Vents-Crippies Access & Ventilation 16. Insulation Date fll �4 Card B-1 ! Date 'j 2 Card B-1 Date �d ay r7 Card B 1 Date ' Card B-1 Dater T- PLUMBING (PermM OK except #'s 17. Wto tr.; Vent -Access -Combustion Air Baffle Wate- i e; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access 21. Test,.Tub & Shower, Second Floor -Tub Access 2Q,4810a's Pipe; Sixe &Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECT I AL (Permit) OK except #'s 2 tt'ire & Transformer Clearance -Ins. Protection . EI e.. ceptacles Spacing -Lights & Switches at Doors S z`Poxes &,No. of Conductors Stapled Rpme,installed Close to Edge of Studs & C.J. 2 EgQip,,Gound made up w/Mech Fasteners -Bond Gas & Water 89�_liance Circuits in Ki en & Conductor Size GFI ,Subfeed Wire Size/ /g C,� or AI-A.C. Wire Size/Cu or Al Range Circle/. /ga Cu or Al -Oven Circ. In I to ed°Neutral @1 Yes ❑ No 32'Seri7icerkiser Conductors & Ground Main Disconnect Closet L Detector Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date MEC ICAL (Permit) OK except #'s . A. . Du ts`rsulation & Support VV n, Exhaust above insulation ondensate Drain & Overflow, Size & Grade 9. F ace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Afr Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G Permit) OK -except #'s Sil roper�Materials & Anchors W I tuds-Naili g Spacing & Braces -Plates -Sound rinq Wa over Girders & Floor Nailing (L'SZL&m-Stops, Furred Ceilings -Stairs -Chasers -Tubs 4E_Headers & Beams -Size & Bearing 53. Line Firewall & Openings 54 x oor -One 3' -Check Garage 3rd Story, 2 Exits t i Width -Headroom -Rise -Run -Landing -Fire Protection - I ood on Roof Overhang -Attic Vents -Rafter Outriggers 57. iding-Nailing Veneer )/J W. Stucco MeshvDrip Screed -Fd. Vents-Underfir. Access Wall Panels .Date {/Y Card B-1-7 / Date Card B-1 Date j , and B-1 Date Card B-1 Date FINAL fans OK except #'s 6 . Steps -Door & Sidelight Protection -Landings 6 . e Detector Furn a Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection e r o xiting F . Bath Fixtures & Tub Access -Spa lec Im & Subpanel, Breaker Sizes & Labels ZLFlfeplace or Stove, Clearance -Hearth 72. Eleq4Alets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground -Air -Gap -Cooking Clearance EI . Outlets & Receptacles at Kit. Counter e Fire Door; Swing -Landing -Closure A.C. Duct in Garacie-Damper in Gari; Above Floor-Mech. Protection 7§__SNT ec. & Mech. Equip. Listed for Location 7 e 9ceptacles in Garage (F.F.I.)-Romex Protection ns ion -Foam -Looked in Attic ua Rails & Deck Construction -Post Caps 8 . dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under.Floor ❑ Ye 8&!EdowinaXstld./DriveZKe-s O No/Walks�l s 99WIanters ❑ Yes 31115- (§,%AW.C. gnit Disconnect, Electrical -Plumbing UL -V96 �c e Roof, Plbg-Appliance-Fireplace-Clearance to Openings Well, Disconnect, Electrical, Plumbing E for Elec. Wim, G.F.I. Receptacle -Underground tr Ve ion Throughout House 91w -Corr ons from Previous Inspections a st-Meters Tagged, Gas Electric 9 . ater erConnected-C/O to Grade -HD Approval 94 ompliance Certificate -Other Certificates 95-AOdress Posted 96. Fire Sprinkler Date a `/ Card B-1 Date Card B-1 Date - Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING IVISION OROVILLE FROM: ENVIR. HEALTH, CHICO DATE:iT7i� HEALTH HOLD ON BUILDING OWNER NAME: ~-O e,(.%ADDRESS/LOCATION: — •jC7 3 -Z1 °S GL/memos/releasehold & -,3-o pe \COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/9W APPLICATION AND PERMIT ASSESSORPARCQNUMBER U40-iC -047 ZONING 0 BUILDING PERMIT OWNER 1-IF„SS CLIFF AND PATTY 891-0789 TELEPHONE SD. FT. OCC. BUILDING VALUATION 3770 R 2080.00 OWNERS MAIUNG ADDRESS 1066 EATON ROAD GUCCI CA 95973 868 U 15.624./00 CONTRACTORS NAME TELEPHONE 3 4 121,142.00 80 0 560.00 CONTRACTORS MAIUNO ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $1108.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 720.53 BUILDINGADDRESS' 9845 MQRGAN CRIM LANE CRIOD CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 872.03 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing FeU20. Each Trap 7.0 USEOFSTRUCTURE SF 1P Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK Ne -A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Nib SINGLE XAPIILY 5 8D 2.5 BA W/ 3 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 00 Mobile Home I S I G I W 1 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V OR LE Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. M 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADONS. a acc. eLnS. 3.50FT: 167- EW NON-REOSID. MULTI -OUTLET @7.50 APPARATUS a SINGLE OUTLET CIR. 20 ®1.00 Ex. Occup. OUTLET OR FDRURES SAL p .50 Ex. Occup. DFlxuTLEEprs PPM.) )EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ � WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 2 120.00 40.00 Cooling 2 15.00 50.00 Hood 6.50 Ventilation PE.j. WIVIVE 1 ' PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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/compl with those provisions. X ( Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspectjon Fee 1$4b.W TYPE ` TOTAL FEE $ 2448.30 HAZ. p, ES IM{P D !„ CDF PARCEL PD HD 5S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated,above for which fees have been paid. By -Y l/C t Date PERMIT EXPIRES ON, Date Receipt No. 3T 5h 5 rrio�%•� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -IN PE 7OR GOLDENROD -APPLICANT i 03/25/2004 13:46 5303431124 WESTERNWOODS EWP j'AGE A01/01 APA_=Vff%V Certiticate'of Conformance Certificate 054086 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products –Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 – Manufacturing – Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated. timber members were produced in a manufacturing facility subject to regular audits In accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 0/-9X Ow- Val W 0 0�y�♦ Z t 5FAL � y —�— ti Thomas G. Williamson *�� ! Executive Vice President `N IN ENGINEERED WOOD SYSTEMS Is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th St W - P.O. Box 11700 • T! Coma WA 98411-0700 Telephone; (253) 686-8600 - Fax Numper (283) 585-7285 l • i L'�' THE BUILDER'S CHOICE Art Lane Contractor Sales �I 1100 E. 20th St. Chico ,CA 95928 Phone 530/342-6335 Fax 530/343-1158 r Jan -20-00 07--23A wbdc 9166852831 P_02 APA=WW%W Certificate of Conformance Certificate .052736 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A1go. 1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber. Combinations And'"GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued -Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility.subject: to regular audits in' accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include. inspection of the manufacturing process and evaluation of. the in -plant QA program with adequate sampling to.verify conformance to industry standards for lumber grade and giueline bond quality. pof7— 1? 353 oo 00 ��' �P0R4 Jc r 2 G� T� r' —4 0 SFAI.; � uj u, i T• tilt 1-1o44'd6 /�Z) J�> vj�7ti� � � 1 by a� Thomas G. Williamson Executive Vice President ry ENGINEERED WOOD SYSTEMS i5 a related Corpmanon of AAA — THE ENGINEERED WOOD ASSOCIATlOiv 7011 Soum 19th Street - P.O. Box if 700 - Tacoma, WA 98411-0700 Telephone: (253) 565-8600 - Fax Number: (253) 565-7265 ' "�-'t e _ wy.•.^•"iv°'L,•.';h..«ra.+.-.++«'C�-" M•-•Y...r-+. �,.rrn.�v".�.� _ �' ....�.�..���,,�7.Yg '�`.--• . Ar I1. �`' • 4 COUNTY OF BUTTE'- DEPARTMENTv OF, DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive •'Orovllle;'California 9.5965 - Telephone ,530) 538-754x)_3. IZ No. (Rev.12)'96)\ I _ APPLICATION'ANDPEitMIT ASSESSOR PARCEL NUMBER ZONING 3 BUILDINGPERMIT P, OWNER TELEPHONE SO. FT. • OCC. BUILDING VALUATION .OWNER'S MAILING' D(q�ESS t 6.� �� I• ^ti (',� �,q/1 CONTRALTO 'S TELEPHONE - CONTRACTORS MAILING ADDRESS •• } / A CONSTRUCTION LENDER �, 1 } -- 9 LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER _ LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS "LING ADDRESS Plan Checking Fee $ SUILDINGADDRESS pfn C �� �CA� J „�' W f L Energy Plan Checking Fee $ z I $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT, Fling Fee 20.00 USEOFSTRUCTURE ` SF ❑ Duplex ❑ Mobilehome ❑ Other i SPECIFY Each Trap „- , 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent i 15.00 TYPE OF WORK s. New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation sttallation�❑%Other,❑ -�. '� Describe Work: V , r7 dit Ue. 1, Gas pipind, system 1 - 5 outlets 15.00 Buildingsewer 15.00 'Mobile Home S G W p@20.00 `t PERMIT FEE $ Filing Fee 20.00 ELECTRICAL ,PERoMIOR LEs Main Service ` 2ooA oR LESss 23.00 �=`MI �, Yy; x; •� LICENSED CONTRACTOR'S DECLARATION' " I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9;(commencin with Section 7000 of Division 3 of the Business and Professions Code, g ) and my license is in full force and effect. -OWER :� _ . License Class Lic. No. OWNER -BUILDER DECLARATION -- I hereby affirm. under• penalty of perjury that I am exempt from the Contractors License . Law for the following reason:Tem Q 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ' ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00apNi NEW CONST. DWELLING oCCso OR ADD S. ( a ACC. BLAUP. S. 3.5¢FT. NEW CONST. MULTI.OUTLET NON-RESID. U @7.50 APPARATUS a GLE OIRLET .' SINCIR. Ex. Occup. ovDR rLErOR FURES e4L o .50 FIXED Al' OR Ex. Occup. OUTLETS RESID. EA 5.00 orar Service 23.00 14-•� Mobile Home Facilities 20.00 Misc. Wiring23.00 , PERMIT FEE S WORKERS' COMPENSATION DECLARATION rL i 1 1 hereby affirm under penalty of perjury one of the following declarations:' `✓ ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for'by section 3700'of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier .w Policy Number '` (The above sections need not be completed if the permit is for work of a valuation ` of one hundred dollars ($100) or less.) p • 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 forthaiGtkr com ly with those provisions. X '00 1 _U� Date Signature of Applicant - ❑ 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. ti r MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation .• PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE ' TOTAL FEE $ HAZ, 11). FEES ISM ".D. GD P-7Lp -ppr eHBs SUE° This permit is hereb issued under the applicable provisions in the Butte�,Co ,Code ani/orsolutions to-do work indicat�dn - WhLcli:feeh� been paid, ,�p�� ' ix T ��r w("' 7 By;" PERMIT E PIKES Nr_�,� Receipt No. 'J 1" WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTORS GOLDENROD -APPLICANT n 040-100-047 03-2581, HESS; CLIFF MORGAN CREEK . LN, CHICO t TEMP POWER/LOT•DEV , r 73 1 r.h i t s- f y r.h Frank M. Gazews Architet 1 1370 Ridgewood Live Suite 10 Chico, Califon 95973 '5301343-430 5301894-8114 fax September 10, 2004 County of Butte Building Division 7 County Center Drive Oroville, California 95965 Attn: Field inspector — Plan checker Re: Hess residence It has been brought to my attention that the contractor inadvertently omitted the 3 x framing members required at the adjacent plywood panel edges at the shearwalls in the attic. I have approved the use of double 2 x framing. inembers at these locations, with the attachment between the double 2 x's as follows; i Shearwall 2 16d nails gat 5" o/c' Shearwall 3 16d nails at 4" o/c . Note that edge nailing from the plywood will occui at both members. If you ha e ny questions, please feel free to contact this office. Since e rank Glazewski v �Q3' No. C-27470 08-31 OF �p,��F • �- t • .• �/•�. �; I L. iii 0131 -U-5-rivi.l:i 1 •?i� IFnm OF l%'* TAU AMM i. ROOF Mss j11i ) 2. CEILING But or Bkr*et Types Bsg Thiclumms (inches) f� j, L,00ss FUl Type F& e� Contnwhm is min. fistaUad weiQMi t 6 7 S Brand Nmne ..... �: Themmf Rhe (R Value) - - Brand Name Johns MwMlle Thermal Riesistome (R -Value) R , 3F Brand None Johns Maryville Wi• • W- Minimum Thidoium 6 inches. Muruttal w des lostaled woW pm• square botto adMM TI M}al Rodsimm (R Valtw) 9-36 3 EXTERIOR WALL Milo I EboMbonOM Thiciatess (indtesL_ , Mateltel Bests Tiddvtess (Mates)_ �:.� 6. SLAB FLOOR / PERIMETER • maws) Thio Perimeter Imufton Depth & FOUNDATION WALL DECLARATION as Incoomm an -3"Z/ 'O� Brand Name __.[ohms Thomel Resistance (WVaWl R ' Brand Name jwm mamdm ihwn,W Resistenom (R -Value) R l 9 Brand Name Thwm d Resiiftwe (R•Value) Brand Name Themrml Roddwwe (RVdn) . FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important: Read the instfuctions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION Fa Insnanoe Company Use: BUILDING OWNER'S NAME Policy Number CLIFFORD HESS BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number MORGAN CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc) APN: 040-100-047 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, eta Use a Comments area, if necessary.) New Residential Structure LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ® NAD 1927 ❑ ,NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BUTTE COUNTY, & MCORP. AREAS NITY NUMBER060017COUNT1 BUTTE Y: I CA STATE B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL B8. FLOOD ZONE(S) 89. BASE FLOOD ELEVATION(S) NUMBER o c) Bottom of lowest horizontal structural member (V zones only) NIA. _t(m) EFFECTNEPEVISED DATE (m) (Zone A0, use depth of floc ft) 060017 0520 C SEPT29,1989 JUNE 8,1998 AE 1733 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ AS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): SEE C3 BELOW. B11. Indicate the elevation datum used for the BFE in 139: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Bade Resources System (CBRS) area or 0dowilse Protected Area (OPA)? ❑ Yes ® No Designation Date PNIA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ®FIn'rshed Constnclion C2. Building Diagram Number 8 (Select the building diagram most similar to the building for w..ich this oer6ficate is being completed - see pages 6 and 7. 1 no diagram accurately represents the building, provide a sketch or photograph.) C3. Bevan m — Zones Al -A30, AE, AH, A (,AM BFE), VE, V1 -V30, V (wish BFE), AR ARIA, i RIAS, ARlA1-AM, ARIAH, ARIAO Complete Items C3. -a4 below according to the building diagram specified in Item C2. State the datum used. If the datum Is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Stow field measurements and datum conversion calculation. Use the space provided or the Cornments area of Section D or Section G, as appropriate, to document the datum conversion: Datum NGVD 29 Conversion)Comments Elevation reference mark used RM63 Does the elevation reference mark used apprz on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) / hq_. 7ft(m) o b) Top of next higher floc 1-7 f -:4.(m) o c) Bottom of lowest horizontal structural member (V zones only) NIA. _t(m) o d) Attached garage (top of slab) (m) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) o f) Lowest adjacent (finished) grade (LAG) o g) Highest adjacent (finished) grade (HAG) 1?#1+4&�n(m) 169.7 ft.(m) 169. 71L(m) d 0 W m E Z.0 IN %ppFESSr 9 G •ACF, b�`�✓t ILL �. No. 27647 EXP. 3/31/06 CAL o h) No. of permanent openings (flood vents) within 1 t above adjacant grade 50 o ) Total area of all permanent openings (flood vents) in C3.h 3700 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information: I certify that the information in Sections A, a and C on this certificate represents my best efforts to Weipret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER ROBERT G. AGEE. JR RCE 27647 TITLE COMPANY NAME Civil Engineer SIERRA WEST SURVEYING. ADDRESS CITY STATE Z1P CODE 5437 BLACK OLIVE DRIVE PARADISE CA 96969 DATE TELEPHONE SEPT. 27, 2004 (530)877.6153 FEMAForm 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the commponding information from Section A For Insurance Carp" Um bt7ILDING STREET ADDRESS (Indudmg Apt, Unk Sura, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO. PorLY Number MORGAN CREEK LANE CITY STATE ZIP CODE Canpany NAIC Nuniber DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COMMENTS C3a) The lowest elevation under the crawl space is 169.7 feet NGVD. C3e) The lowest elevation of the machinery and/or equipment servicing the building is the air conditioning compressor unit at'173.4 feet NGVD. The area of the enclosure is 3700 square feet BENCH MARK on site, is 12" almond tree (nail), 30' west of garage. Elevation =170.20 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. 9 the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be eompletecl. E1. Building Diagram Number _(Select the building diagram most sinular to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Buikfing Diagrams 6.8 with openings (seepage 7), the next higher floor order" floor (elevation b) of the building is _ it(m) _in.(cm) above the higthest adlaoent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery andlor equipment servicing the building is _ it(m) _in,(an) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, 6 available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA=issued or community - issued BFE) or Zone AO must sign there. The statements in Sections A, d G and E are coned lb ft best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here'rf attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorised by law or ordinance to administer the community's floodplain management ordinance can complde Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or arc hifed who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or oommunity4ssued BFE) or Zone A0. G3. ❑ The fdkrwing information (Items G4 -G9) is provided for community floodplain management purposes. G8. Elevation of as -built lowest floor (including basement) of the buikfing is: — fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ . _ t(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 Replaces all previous editions NOTES 9 REtIDENTIAL 040-100-047 y�' ��' 03-1294 PERMIT NO. _'` ^HESS, CLIFF; «, .« y S. MORGAN CREEK;•` c ' DETACHED GARAG,, -[���j ��- nxeE , ��� � • Ute- �3 -a 5 � I j •�,►,.•p P� .. "Alf uT r I D/3 r = SPECIAL CONDITIONS CHECKED BY SRA'.' - _ - - FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ.' ^" • SPECIAL INSPECTION ITEMS' - -• 1! VERIFY - �w ' r USE PERMIT CONDITIONS r SUB -STANDARD HOUSING.LETTER t 4, q O/FFIC�E/C]OPY Address / 0 �• '► ' u�y�""►�' GAS Meter By Date ELECT Met r B Date ± � z s g �JOB FINALED pntorh ` z Signature •J = OK 0 = Not OK . = Not Ready NotApplicable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME, UTILITIES (Plans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas and Electricity Tagged 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 10. 7. Well Clearance & Disconnect 8. Utilitv Clearance 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 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness J , Dead Men -Lining ( 4. Elec.; Receptacles and Lighting, Distance-GFI t 5. Elec.; Pool Lighting-, 15 Volfs-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 MISCEL Date Date Card B-1 Date Card B-1 Date 2. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 4. 1. Zoning Requirements -Setbacks -Easements 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Footings; Size -Spacing -Marriage Line 6. Carports; Windows -Doors 3. Blocking 8. 4. Gas; MH Test -Demand -Valve 9. Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; MH Test Roof; Shthg-Roofing 6. Water; MH Test 12. 7. Water and Sewer Connected B-1 Date Card B-1 C rd B-1 Date Card B-1 8. Gas and Electricity Tagged' 1. 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date. Card B-1 Date Card B-1 Date Card B-1 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness J , Dead Men -Lining ( 4. Elec.; Receptacles and Lighting, Distance-GFI t 5. Elec.; Pool Lighting-, 15 Volfs-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 MISCEL Date DECKS, COVERS, CARPORIS,, GARAGES ans) OK except #'s 1. Zoning Requirements-Setbac ments 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 Dat Date B-1 Date Card B-1 C rd B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness J , Dead Men -Lining ( 4. Elec.; Receptacles and Lighting, Distance-GFI t 5. Elec.; Pool Lighting-, 15 Volfs-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 • p =NotAApplicable . = Not Ready RESIDENTIAL Date UN LOOR (Plans) OK except #'s oning-Setbacks-Easements-Flood-Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. . A., Main; Soils-Elec. Grnd.-/ I 1,,P' Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Fig., Porches & Decks; Soils-Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing -RC Channel Stemwalls, Garage; Steel-Blockouts-Wrapped ryHold Downs and Special Anchors 7. Slab, Steel-Wrapped Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers-Fireplace Ftg.-Steel Date 9. D.W.V.; Fall-Fitting-Test-2 Way C/0-Sewer Test Date 10. UF, Gas Pipe; Size Anchors-Yard Gas Piping; Size Test Date 11. Water Pipe; Test-Anchors-Regulator-Service Test ing Area -Glass Protection -Skylights -Plastic 12. Electric Underground 13. Plenums & Ducts; Clearance-Material-Support-Ins. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. s latio -0'f-1004 Date . . 0 Card B-1 Date Card B-1 Date 4 Card B-1 Date Card B-1 (Single & Duplex) Date PLUMBING (Permit) OK except #'s Hangers -Post Caps -Anchors -Connectors 17. Water Htr.; Vent -Access -Combustion Air Baffle Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 18. Water Pipe; Test & Anchor -Nail Protection Fireplace Ties or Type A Flue -Fireplace Throat Clearance 19. D.W.V.; Test Fittings & Anchor -Nail Protection Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 20. Shower Pan; Test, First Floor -Tub Access Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 21. Test Tub & Shower, Second Floor -Tub Access Garage Fire Protection Framing -RC Channel 22. Gas Pipe; Sixe & Anchors Property Line Firewall & Openings 23. Fire Sprinkler; Test Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ing Area -Glass Protection -Skylights -Plastic 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. 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 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59.. ing Area -Glass Protection -Skylights -Plastic ?i . Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. 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 O Yes 83. Following Instld./Drive O Yes O No/Walks 0 Yes 0 No/Planters O Yes O No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: -�___• .. �, . -�. -^... r .,,,._. w-...: ....... -. - •- t.% -'ice.. «--'.�.�++yi' ...., r �..�.:....ry �, . -. �. T COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. n ✓t cQ Coyis-t -cA c..-h4r1Hoocl— I Date _ Inspector `r� ;' ' REV 10/92 r FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200v r ELEVATION CERTIFICATE Important: Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CLIFFORD HESS BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number MORGAN CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN: 040-100-047 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) SHOP Structure LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( AW - ##' - ##.W or ##.#####) ® NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION BUTTE COUNTY, & INCORR AREAS 060017 1 BUTTE COUNTY I CA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) NUMBER NIA. 4)2 EFFECTNUREVISED DATE _fL(m) --Wa fl(rrn) (Zone AO, use depth oftloodug) 0600170520 C SEPT29,1989 JUNE8,1998 AE 173.3 B10. Indicate the source of the Base Flood Elevation (BRE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): SEE C3 BELOW. B11. Indicate the elevation datum used for the BRE in B9, ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): _ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date PWA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are rased on: ® Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction C2. Building Diagram NumbeXr Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations–Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/AI-A , AR/AH, ARIAO Complete Items C3. -a4 below according to the building diagram spedfied in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 Conversion/Comments Elevation reference mark used RM63 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No o a) Top of bottom floor (including basement or enclosure) 3 ft(m) o b) Top of next higher floor 1'70-3-A(m) 10 10 o c) Bottom of lowest horizontal structural member (V zones only) NIA. 4)2 o d) Attached garage (top of slab) _fL(m) --Wa fl(rrn) E a o e) Lowest elevation of machinery and/or equipment w `° servicing the building (Describe in a Comments area) r=4#�(rrr) a� E16 o f) Lowest adjacent (finished) grade (LAG) 169.7 ft(m) z' it o g) Highest adjacent (finished) grade (HAG) 169. 7 fL(m) N o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 50 °t J o i) Total area of all permanent openings (flood verb) in C3.h 370ke in. (sq. cm) JS -0 O SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. / understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER ROBERT G. AGES JR RCE 77647 TITLE COMPANY NAME QROFESS/ G. A! No. 27647 A EXP. 3/31/06 9TF OF CA0 Civil Engineer SIERRA WEST SURVEYING. ADDRESS CITY STATE ZIPCODE 5437 BLACK OLIVE DRIVE PARADISE CA 96969 SIGNATURE/ DATE TELEPHONE SEPT. 27, 2004 (530)8T1-0253 FEMA Form 81-31, January 2003 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A- I Forinardnoe Company Use: BUILDING STREET ADDRESS (IndudN Apt, Unit, Suite, ardor Bldg. No.) OR P.O. ROUTE AND BOX NO.I Policy Number I MORGAN CREEK LANE CITY STATE ZIP CODEI Canpany NAIC Number I DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (21) insurance agentloompany, and (3) building owner. J COMMENTS 1 It 6j K) G, S l ez i W h'L L — c^4,81/, 17 BENCH MARK on site, is 12" almond tree (nail), 30' west of garage. Elevation =170.20 ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number _(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. ff no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is _ ft.(m) _in.(crm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6S with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ iL(m) _in.(am) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is _ ft.(m) _in.(crm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommunity's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The properly owner or owners autt o uBd representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued or community - issued BFE) or Zone AO must sign here. The statemerrts in Sections A R C, and E are correct to the best of my bhoWedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAassued or oommunity4ssued BFE) or Zone A0. G3. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for. ❑ New Construction ❑ Substantial Improvement G8. Elevation of a&built lowest floor (including basement) of the building is: — AM Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ . – ft.(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS FEMA Form 81-31, January 2003 Replaces all previous editions COUNTY OF BUTTE - DEPARTMEW OF-OEVELOPMEMT SERVICES - BUILDING DIVISION 7 County Center Drive, • Orcville, California 95965 • Telephone (530) 538-7541 ^ P MI o (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER W:.U-r00--047 ZONING BUILDING PERMIT OWNER HF CLIFF TELEPHONE 0�1-0739 SO. FT. OCC. BUILDING VALUATION (l 7 0-00 . OWNER'S MAILING ADDRESS r-.��LT :0o c TTc()., C;: U_=. 0000 CONTRACTOR'S NAME ��'riV ., TELEPHONE--- r:r . CONTRACTORS MAILING ADDRESS a CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 42% 200,00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 369.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ 239.X5 BUILDINGADDRES IDU Energy Plan Checking Fee $ PERMIT FEE $ 323. .5 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome fl Other ` E'1�} CHED C _!T%AC-i_ •' SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ':'Ie ter;( TFT) f'r: ?C';: ;� T ��T'�r -, <\ a r��.rr, 1!`tl'di� � Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service 200A OR LESS 23.00 %3 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. �,I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation 94- of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fortilwito comply with those provisions. X rz--, Date — Z —y� Si ature of Applicant -`QC ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" dee and demoliti n r co struc on of of structures over 3 stories in height. QS'1a _ Main Service 200A TO I000A 46.00 NEW CONST. OWEWNG OCCUP. SO 7 C^ OR ADDNS. ( 8 ACC. BLDS. 3.SQ�: C_.I G../ NOµgESlpT' MULTbOUTLET 97.50 POWERNGLE APPARATTLET US 8 SI OUCIR. Ex. Occup. OUTLET OR FIXTURES BAL @ 1 .50 Ex. Occup. OFlxUT`E�D�A R D OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ °5.50 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEi_ $ Mobile Home Installation Fee $ Energy In ection Fee $ OcccDIST. TYPE TOTAL FEE $ 7'?L , 35 AZ. D. FEES IMP FLOOD COF PARCEL PD _ HD SSUE This permit s hereby issued under of the Butt County Code and/or indicated ab ve for which fees have BY PERMIT EXPIR SONE the applicable provisions Resolutions to do work been paid. Dat&06 4 Defe ReceiptNo. T /:'279.00 WHITE-D.D.S.-B.D. CANA I PECTOR GOLDENROD -APPLICANT M13 Feb O1 02 08:13a 10 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 IT tRev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING 6 4 BUILDING PERMIT OWNER�LEPHONE --"-"— SO FT OCC. BUILDING VALUATION OWNER MAILING DRE,$$. Ka-�►- CONTRACTOR'S NA/MC�E,t� TELEPHONE w - CONTRACTOR'S AWl1NG ADDRESS (; ,of IALQf� O CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER LICENSE NO. ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS LOT NO. I SUSONISIONSNAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome X Other g�� SPECIFY TYPE OF WORK New X Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other ❑ Total Valuation $ PERMIT FEE Q . C) p Fling Fee $ 20.00 Permit Fee Plan Checkin Fee $ $ _ , Energy Plan Checking Fee $ NCW COIY'T. OR ADONS. OWELLINO OCCUP. & ACC. BIDS. SO 3.5QFr: (O CO / PERMIT FEE PLUMBING PERMIT $ 1 Fling Fee 20.00 Each Trap t0�7.5D1 7.00 Solar or heat pump water hea r _ 23.00 23.00 Water piping - -- 15.00 Each gas water heater or v nt 15.00 Gas piping system 1- 5 o ets Sq6, SC) 15.00 Buildingsewer 15.00 Mobile Home S W Fling Feel 20.00 @20.001 Ex. OccuD. ( OUTLET OR M URES ) I -ao R ,.00 - *P00 FEE PAID V / PERMIT FEE ! ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov oR LES aooA o,,LEss 23.00 ° Main Service 200A TO 1000A 46.00 NCW COIY'T. OR ADONS. OWELLINO OCCUP. & ACC. BIDS. SO 3.5QFr: (O CO / Mobile Home Facilities Q_- NON•RESIO. \ MULTI.OUTLET BA NCH CIRCUITS t0�7.5D1 Ex. OccuD. ( OUTLET OR M URES ) I -ao R ,.00 - *P00 FEE PAID V / �•� �� O EX. OCCU FIXED APPLJI$. OR EK.GUTtElC ESID. EA Temporary Service 5� V-�(`/ t V 3.00 23.00 Mobile Home Facilities 20.00 SHERIFF $ Misc. Wirino _ 23.00 - -- oTH�;t. $ PERMIT FEE Sq6, SC) MECHANICAL PERMIT Fling Feel 20.00 Heating Cooling • Hood 6.501 AMMW RECEMo 00 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ • ►fa a occ �T• n� TOTAL FEE $� • ice/ -* TO " KM � CO#PJM HA2. EES' IMP FLOOD CDF PARCEL I HD I ISSUE - • This permit permit is hereby Issued under the applicable proYision''s �js of the Butte County Code and/or Resolutions to do work (�jC �•J indicated above for which fees have been -paid. _ ..._.._... �--r - eceiptNo. BY Date WHITE •D.D.S.•8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. USE ONLY Piot Pisa Attache t a Fbos P1mo A od Smut to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well .Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: r Environmental Health Specialist Date 8/96 P"` 1.:-....tr-•-�,�,-+..:v�n.-c-'r^�•�^�+r..:...•K,,.w...�....�.r-J+G•r,+Fd^ir�+ra*''*�',��' ^•r - 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: .Am ASSESSOR PARCEL NUMBER Oq - h© U ' i Proposed Building Use: Qulu kl C Qn6ta Counter Technician:y Date: 2,' 63 Items required in order to apply for a per it. All Voxes MUST be checked OR marked NA in order to apply. 041op"lot plans, 3 r 4 sets by the preparer of the plans. ❑ o�mplete plans, or 4 sets, signed by the preparer of the plans. C;3. Engineered plans, �3 or 4 sets, with wet signature on plans AND 2 s e of stamped and signed calculations. ❑ engineered trussa'details and layouts in duplicate. No faxes! 05. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Q,7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be i ndexand returned to the plan review line-up when required items are received. Date R ceived, By Elevation Certificate, wet -stamped and signed, in duplicate.SA.A . � id'41 =�• F ❑ 9fPlot plan and business license approval from the City of Biggs....... I...�L..... mi Aer "or nen cesidsiaual-buifdmrrgs !.......................................... I . Detached Accessory Building Form filled out by the owner...D.. ........................ ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional tpltan review upon receipt of the following items.) &4. Fees as shown on the attached Schedule of Fees Due Sheet...`.!'....... ................... a 03 Y atement of Intent for Non -heated and A/C Buildings .................................. ...... Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ` ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... 19. Planning approval for (A) Use: f.j4jA (B)Parking: d),j (C) Parcel Check: —+ezew) vfe a ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ` rWorker's Compensation Carrier and Policy Number ..............:.............................. r 5.. Owner -Builder Verification (O Given to owner, ❑ Mailed to owner) ..................... 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: OnA N '.When issued Telephone FQ P 02i 81q and hold for pickup. I have been inforqi(�d of theaboveitems and requirements for obtaining a building permit. $Applicant: �/ Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items requ d Contractor, designe wne , was advised of the above data by ph ne, ❑ mail, ❑ counter, by ][Date: h)D_5 Contractor, designer, owner, was advi ed l e abo� e data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: k orate: p- Plans approved by: Date: Structural reviewed by: L Pl-r Date: Structural approved by: Date: Note transfer by: Date: V ( va . �� Yellow: Bui ding Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 CQUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 A SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES / Balance Due .................:..... $ 1444 50 Additional Fees Due .................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ rl 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft.) ............ —x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) A.P. # 0(40-100-6'41 DATE 5-2-63 RECEIPT # DATE REC. 3857 q a o3 to10. OTHER — At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. 011 ,,APPLICANT4/�/)g�� DATES ^ Z --e—'3. Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) Z _ - Dec 17 02 11:38a p•2 I OWNER -BUILDER VERIFICATION I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the ajor labor and materials for construction of the proposed property imp ement :YES NO O 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAtiiE: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: D- PROPERTYOWNER: , SOCIAL SECURITY NUMBER: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. Tisis verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a.permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible Lability -if that person applies for the proper permit in his or her name: ' ' Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials 'and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and yon are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and. if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. • If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an `ownerbuildet" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community. or at 1020 N Street, Sacramento, CA. 95814. - Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sinl&rel , 'r Micha 1 C. Viefra, C.B.O. ,. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory' Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: C/iia 1141/ Phone:9/ Mailing Address Site Address: P10FC. ,L/S�. Assessor's Parcel Number: [J Y /0 Q p S/ 7 d 0 Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: I. Is there a primary dwelling on the property? Yes ❑ No 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items prdduced in this building be offered for sale? Yes ❑ No Lej 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No El SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No El 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No m 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No Q CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ® No ❑ 11. Will this building be heated or cooled? Yes ❑ No Ca 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering will the building have? 17 d 16. What type of wall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing �%► `t ( 0Y f A- Y c, r in this building and it will not be used for any other purpose (no bathroom and no heating or cooling). 2. 0 Private Garage — "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy 2 ❑ Other — Use = 1. Describe type of workdwp 2. Must be approved by the Butte County Plarvih% Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. /. Owner's Name: Please Print C r) 61,_ At z2x Owner's Signature: 2 of 2 Butte County Department ofDevelopment. Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile TO: LP2A FROM: Michael Vieira (530) 538-7159 mvieira(@-buttecounty.net SUBJECT: Plans Transmittal For Review Per Contract DATE:- 7/14/2003 Applicant: Hess, Cliff Project Type: Detached Garage 100% Plan Check Fees $ 239.85 Energy Calc Fees $ - $ 239.85 Permit No: 03-1294 APN: 040-100-047 70% $ 167.90 $ 167.90 LP2A Fee $ 167.90 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 FEDERAL . EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2002 -.."...ELEVATION* CERTIFICATE Irripdftinti Road the Instructions on pages 1 17. Cn 014A..;PROPERTY 'OWNER INFORMATION F Comparq*Jaer. rdheurancel BUILDING OWNER'S NAME vu rcyilil ftundbfr or B159. No.) ORP 0: BUILDING STREET ADD I (Including ApL, unit, suits; and/ ROUTE AND BOX NO. %CUM 8MKAIVNt2MbbV-: of Al 4f4dF62 CITY STATE ZIP CODE PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Pa Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non-residentlal, Addition, A,7ssory, . etc, Use Commants section if necessary.) LATrT-UDEILONGrTUOE (OPTIONAL).'......... . -HORIZONTALD JMt-. SOURCE: I GPS (Type): 19V7,:134 I PSGS Quad Map Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP COMMUNITY NAME &MMUNITY COUNTY NAME B3. STATE C2 IWL-d�z —4/ hc 84. MAP AND PANt:L Do. allrNA., ou. r ,, , , --- - --: --- NUMBER, .. DZ�` -I EFFEc-nvFiRWisFFDATE. ZONE(S) (Zone AO, use depth of flooding) 174-5 1060917-652-6L - I B10. Indicate the source of the BAso F166d'EIevbtIoh.(BFE) data •*or base flood depth entered In. B9... ''Onit"Determined . j_L1'Other (De�scrlbe);' I_J FIS Profile......:-. FIRM ornfk" B11. Indicate the'eleVatlori'daturn-used for the-BIFF-In B9: Lj.J-NGVD 1929 �J NAVD 1988 - Other (Describe): 812. Is the building located In a Coastal Border Resources System (CBRS) area or Otherwise Protected -Ares (OPA)? Yes No Designation Date: SECTION -C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: WConstnxton'Drawings* �113ulldlng Under Construction* I—IFinished Construction 'Anew Elevation Certificate Wt1J.be required whenconstructlon'of the building Is complete. C2- Building Diagram Number 0;�;: (Select the building di ' agram.m . ost,slmllar to the building for which this certificate Is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al -;MO, AE, AH, -A (with 'BFE),-VE, VI -V30, -V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete items• C3a-4 below according to the building .diagram _spec...1fle.d In Item C2. State the datum used. If the datum is different from tothat.us . "thi'617tSK -field rm d datum conversion the datum Oi6d f6r.thi'BFE'I6 S'6a6h 8,-.6brivert the datum. ed for. asurarents an calculation. 'Use the space pace proyideo,pr to Comments area of Section D or Sectlon'G,-as'approprlate, to document the datum conversion. Datum ConvorslqN,1mm"; Elevation reference mark treed' '.' Does..the elevation reference mark used appear on the FIRM? 14es IXNo Cl a) Top of bottomA '(irdVdIng basement ESSI-o* 41:� oleo 0 '6) Top of next fthfir floor - —,e 0 c) Bottom of lowest horizontal structural, member (V M) ell. zones only) fL( G 0 d) Attach ad gaiaie"'("i hip of slab)..: a I a)—Cl— fL(m) 4Z 0 a) Lowest elevation of machinery, and/or equipment.:.. [ 74- 6, 'S servicing the building fL(m) Lu rrl ft(m) Cl f) Lowest ddjacent'0d6'(LAG)'- /69 No. 7 7 /W1 • g) Highest adjacent grade (HAG) ft(m) 4 ; J+Z, C • h) No, of permanent openlhga (flood vents) within I IIL'ab6v6 adjacent grade 75 0' IV permanent openings (flood vents) In C3h, q. n. (s4. cm) • J) Total area of all li6rrna 3 70-d', � ''I' .. - SECTION 0 - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION - - This certification Is to be signed and seated by a land surveyor,. engineer,or architect authorized by law to car* elevation"'iriforhiation. certify that the Information in Sections A, 8, and C on this oer8tic" represents my best efforts to Interpret the data available. I unders-tand'that any false st8tementmay bejounlshap4l. by fine or Imprisonment under 18 U. S. Code,' Section 100.1. CERTIFIER'S NAME 17ors alt -r - 1. - - J(21 LICENSE NUMBER.. 1. 7 TITLE (flY)4- EN /N EW21eb COMPANY 4 NAME -5/&-7?)r,4 --a)et7 SQ 72 V �F ADDRESSCITY 5-437 . 41 STATE ZIP CODEC, —q6 . _I - — 1 1.5 6 e4 SIGNATURE, DATE TELEPHONE 97,? 22, —6-z /JEC 7U; -0 Z— PPMA Pnrrn Al 'Al AlAr. QQ'- POP r.r)KMNI IATION PF=Pl A(.r-.c; Al I pppmr)i o,, F:r)mnt%Lq I IMPORTANT:..In these spaces, copy the corresponding;lpformation from:Section A.::.'• ?-Fbr.Ihsumnce.Cbmpany;PJse: BUILDING STREET ADDRESS (Including Apt., Unit, Suite; and/or Bldg, No;) OR P.O. ROUTE AND BOX NO. l:PbllcWNumber. CITY STATE ZIP CODE 1 Cbmpany;NAIC: Number. - -;:SECTION D - SURVEYOR, ENGINEER; OR ARCHITECT CERTIFICATION (CONTINUED) , Copy both sides of,this Elevation Certtflcate for (1) community official, (2) Insurance agent/company, and (3))bbuilding owner. COMMENTS _..__......_.._._.._...... 1-1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO -and Zone. A_(without.BFE), complete Items E1. through E3.. If the Elevation Cartlffcate is intended for use as supporting information for a LOMA or LOMR-F, 'Secflori C'rriust. be bompleted.'! E 1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7.. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottdm';floor.(Includirig basement or enclosure) of the building Is Ir.�l ft.(m) 1_1—Iin.(cm) 1-1 above or —1 below (check one) the;hl * h, 'ed)aoent grade.. •,:_ ' E3. For Zone AO only:.ff no flood depth number Is available, is the top of the bottom floor elevated in accordance with the community's floodplain managemenforiiiriance? I-1 Yea ' • I-1 No Ll Unknown.. The local official must certify this Information in Section G. SECTION F - PROPERTY: OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must align here. .. • PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS The local official who'Is authOdZed by taw or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G, of this Elevation Certfflcate. Complete the applicable Item(s) and sign below. G1. I-1 The informatlon iri.Sectfon_C was taker] friorri other dooumentatfo'n that has been signed and embossed by a licensed surveyor, engineer, or architect who Is authohzed by state or local law to certify elevation Information. (Indicate the source and date of the elevation data In,the'Comments area below.) G2. 1-1 A community official completed Section E for a building located In Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. Ll The following information (Items G449) is provided for community floodplain management purposes. G4. PERMIT NUMBER • G5. DATE PERMIT- ISSUED I SSUEDTE CERTIFICATE OF COMPLIANCEIOCCUPANCY G7. This perm has been issued for.: 1_1 New Construction ::",1 _1 Substantial Improvement G8. Elevation of as -built lowest floor (Including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth -.Of flooding at the.building site Is., _ ft. (m) Datum: LOCAL OFFICIAL'S NAME ..• - TITLE COMMUNITYNAMPE TELEPHONE SIGNATURE DATE COMMENTS _ 1_1 Check here if attachments FF1UA Fnrm Al 1 .' AI Ir. QARFPI Ar:FC Al I PRF1/Ir)i m Fr11T1r1NC R2:�4 ' SITE PLAN REVIEW APPLICATION Date: Fj 2— AP# F O H b Permit Number (if aDDlicable) - 12Qj APPLICANT INFORMATION Parcel Size: 27 Owners Name: Owners Address: ) b iG A i OfJ t2 C1 7 C O C A 5x'17 �j w Telephone No.: (g Situs Address: Proposed Use: 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 ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 r 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) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See atta�,`chg • Flood Zone: A • Flood Panel No.: O S 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: t6 " ) 0 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 S c; 1r Z 0 Side I p Side Street Rear I d 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 ❑ 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 El Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Yes ❑ Yes ❑ 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 IM Subdivision Map/Parcel Map: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: fV, Book: Page: g (O Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parceL ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 i A W LTJ LI 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents�Building Permit Site Plan Reviewl.doc Page 5 of 5 SITE PLAN REVIEW APPLICATION Date: 2-- n I AP# (3 y D 1 C3-� (� Ll Permit Number (if applicable) 3 � - 12Q1 APPLICANT INFORMATION Parcel Size: :S , 21 A C Owners Name: Ems= Owners Address: ) D 6 6 6J97 WO rZ P' CN 7 C O C A '' S!! 7 Telephone No.: Situs Address: Proposed Use: 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 El New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Single Family Remodel JUL 2 1 2003 V�ART PETERSi' ASSOCIATpg G, • � -. ❑ Commercial Remodel ❑ Industrial Remodel ❑ Septic ❑ Well ❑ Agricultural Exempt Building Other:_ G�n2f:%Z O ' 12_9 Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) E Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By fi^ 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) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 15 100 -Year Flood Plain: (See attach • Flood Zone: �t`��l • Flood Panel No.: D S 1-2.0 C, 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 BuildingUse Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 0 '-) 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 S p C) Side Q Side Street Rear I Q 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 Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ 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) * Check with school district to verify actual fee if pre -application review. A final deteonination will be made at the time of the building permit. Parcel Created By Deeds: , Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ 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 M Subdivision Map/Parcel Map: Map Date of Recording: 223—� D Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Date of Approval: Page: g I (O Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 r =. ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. 11 Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Pertnit Site Plan Reviewl.doc Page 5 of 5 ugust- 12, 2003 Ir. Michael Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Address:, Dear Mr. Vieria: Hess Detached Garage Morgan Creek Lane. County of Butte- FINAL CHECK Jurisdiction Appl. No.: 03-1294 LP2A Job No. 203015-025 Linhart Petersen Powers Associates (LP2A) has completed a final review of -the following documents: 1. Plans: One; (1) copy plan sheets 1 through S-3 (6 sheets) title sheet dated January 14, 2003 by Robert McCauley. 2. Structural Calculations: One (1) copy dated February 17, 2003 by Frank M. Glazewski Architect. 3. Truss Calculations: One (1) copy dated February 20, 2003 by Longfellow Lumber Co. Inc. Note: Floodplain Mitigation Measures and/or comments will be reviewed by Butte County. These documents were reviewed only. for their conformance to the 2001 California Building, Plumbing, Mechanical, and. Electrical. -Cod * es. We. have . no further plan review comments. Therefore, this plan review is now.recomended for "Approval". Enclosed for your use are the above listed documents that .were. reviewed and now bear the "LP2A Plan._ Approval" stamp on all/appropriate sheets and documents. If you have any. questions, please.,ydo not hesitate to contact us directly - Sincerely, LIN RT PETERSEN POWERS ASSOCIATES Jer riffin I.C.B.O. Plans Examiner Jg:rs enclosures cc: Cliff and Patty Hess 1066 Eaton Road Chico, CA 95973 iApendingplanreview\bu' e\203015-025.doc LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 95610 O2 0 (916) 725-4200 • FAX (916) 725-8242 • Toll Free (877) 235-0653 August 142003 -Clif# and.-Patty--kless 1066 Eaton Road 'Chico- CA 9597--a- Phone: (530) 538-7541 Fax-. (530:)-5-38-2--U- 0- Re: Plan Review: Address:„ - Dear Mr, and Mrs. Hess: Hess SFD MOrgaa.CFeek-Lane County of Butte- FIRST"REVIEW Jurisdiction-App6. NG. LP2A Job No. 203015-024 Linhart.. Petersen- Powers Associates, (L--P-2A --Eras- completed= an- initWa -review°- of= the following documents: 1. Plans: One (1) copy plan sheets 1 through S-5 (12 sheets) title sheet dated February 6, 2003 by Robert McCauley. 2. Structural Calculations: One (1) copy dated March 26, 2003 by Frank M. Glazewski Architect. 3. Title 24 Energy Compliance Documentation: One (1) copy dated February 28, 2003 by Donna Wallace,, These documents were reviewed only for their conformance to_ the. 2001 Califomia,- Building, Plumbing, Mechanical, and Electrical Codes. Our comments follow on the attached list. Please. submit .an- iterniaed response -letter- arid• two -(2)=-sets of camp►ete° arrd--revisert dacurrrents� with all revisions clouded. Sincerely, LINHART PETERSiEEN..POWERS--ASSOCIATES J<G.- ('Y. Q. NS Jerry Griffin I.C.B.O: Plan&Exarniner---- JRIRNE: rs- - Enclosures Richard N. Essenwanger .I: C. B-. 0.- Plans €xamirte'r i`Ipendingplanreviewlb utte1203015-024. doc cc: Mr. Michael Vieira. County of Butte, Fax: (530) 538-2140 L I N H A R T PETER >t N, P OW E_RS k,%S.QC_tA.T.)=E 761.0Auburn Boulcvard • Citrus Heights, CA 9561.0 (91.6) 725-4200 • FAX (916) 725-8242. - Toll Free (877) 2354653_ Hess SFD County of Butte - First Check Morgan. Creek.Lane., LP2a-.lob-No.:_203Q0_15_-024 August 14, 2003 Page 2 Re.- Qccupancy..Groupjs}>- R-31UA Type of Construction: VN Stories:-. Two-(2}..Stories, Building Area (sq. ft.): 3770 Living (3490 Vt floor + 280 2nd floor) 868 -Garage 934 Covered Porches / Decks G1. Please provide the Building Area information on the cover sheet of the plans. G2. The following plan review documents are based on the County of Butte Building. Regulations- For your convenience;- the-f4Uow►ng_- cor-nntents--are-referred - to the--2Ml,, California. auild�ing Code unless otherwise noted. G3_ Please-respond-in-writing--to.-each. comment- by=.mafking_-the-attached--corntnent- list --off creating a response letter. Indicate which detail, specification, or calculation shows the requested information.-- Y -our_ -complete_ and -clew -responses vviU expedite iF►e re-sFieEk ar�d hopefully approval -of this.,.projecL_ Thank -you -for.- your. assistance. G4. For clarity, specify on cover sheet that the 2001 CBC, CMC, CPC, CEC, as amended by State. of California_andAocat jurisdictiory are-applicable=te-this-project: G5... Please_he--sure..to-indude_the--name--and_signatureJof- designer. or-other-person=responsible` for the plans on all re -submitted plan sheets. California Health & Safety Code Section 55-36:1 G6. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signature --registration- number- and--expiration--date:-on. al!_ -sheets -..of: -plans- faW--sheets-ot; plans depicting structural designed elements] and Cover sheets of 'specifications and calculations,_ UBC -'t06 3_J - . G7. Provide a complete plot plan showing the following types of information: (1) front, rear, and side yarda setbacks-nd_lot_-dimensionsr(2)-distances-between-buildings;-(3)-hous&+wmber, location which is visible to the adjacent public street; (4) locations of any existing buildings Off thE:§, 6 :{5} marrow; f 6�locatiorl of private - sewage disposal system; (7) site grading and drainage to an approved drainage system. UBC -1063 3- G8._ 140TE- If-site-related.comments-are-applicable--to-lhis-project;= they-wjw-tie-generated--b�(, others (e.g, City Engineering, Public Works, Health, etc.). G9. Provide confirmation the shown private sewage disposal system (i.e., septic/leach field systen,*has_been. approved-b-y-the_appropriate-Heafth-Autl-iority: - ARCIit_TE.CTU.RALC.O-MMENTS: A,1_ - Please -revise. Sheet.1_ and- Sheet. -2- to. show -guar- raits- at--Rear--Patio--and= -the-West, covered Side -Porch, and at floor and/or stairway (wanking surface) location(s) which are more_.than -3Q.inches_abnue-the.#l=-or-grade-be; fwu-.._ t}8E-509 - . . Hess SFO County of Butte - First Check Morgan Creek, Lane. LP2A.Job Na: 2030015-02.4 August 14, 2003 Page 3 A2. Please- revise Sheet, -1= and=Sheet=2 to. show=guardrails_at_the,-Patio-adjacent.tn-Bp-&nnm. 42 that are required for walking -surfaces over 30 -inches above grade. Also please clarify- it acces& to -grade. -wilt: be..provided-from..the- landing -and -if so, -be- sure_to_s.Mci_fy� the required guardrails for the stairway. CBC 1003.3.1.7, CBC 509, CBC 1003.3.3.6 and CBE -1003.3-3-3 A3: Because -the -occupant -load -of -the Vt floor -is-l-t3-or-more>(i e..; floor --area_. greater- than 2,850 square -feet), please provide a second exit appropriately distant (i.e., '12 of the overall diagonal- d4ionsion--about- 5.7 -feet_- apart} -from=. the -other that -also provides,` access to grade. Doorways serving each of the two required exits must accommodate a 30x6-8 mininwm--srze-door. Door -s serving--the--two--€equWed-a-xits- rnay- riot, � si+d wj., doors: -0BC-1.003A, 1003:3:1; 1004-.2.4-.& Table 10-A #.1:1. A4. Please revise plans to clarify if there is any enclosed usable space under any of the stairways:...tf-so;.-please- re.vise-plans_.to-,spedfy. that -the -,walls.. and-soffits..o -.arty.-enclosed usable space shown under the egress stairway at the first floor shall be protected on the enclosed_. side -as.. -required- for ane -hour.- fire::resistive--constru,ctioa. (.t=ypica*-,. 5L8. -:inch Type -X gypsum board). CBC 1003.3.3.9 B TTE.CO.UUTI C L OD-ktAZARQ-PREVENTtOUCOMMFNT-R-. F141-.- The.:F€MA,Ete-vation Certificate-specifies-50-.permanent.iloocLvent_openings_.pmvidin� not less than 3,700 square -inches total opening area but Sheet 1 only shows 31 flood', vents-and-does.-not-specify-tte-.size-. PWase.review-and_revise.Sheei-'t-ta_cleady-show, compliance with the FEMA Elevation Certificate specifications. FEMA Technical Bulletin 1-93 FH2..- - Please .-revise-the-attached_garage-.plans-.topravide-a-minimum of.868_squaze-inci9es_Qf flood -water opening area (1 -square -inch of opening area for every square -foot of garage-flaoc-area) im,aLleasttwadif#erentsides of the_Garage suck-.ttuthe boitnm.gf the openings are located no higher than 1 -foot above grade. This is required because' the- garage -floor -. is_..located-.below_ the- .Base_ Fload__Ele_vation_(aFE)_._ Whera_the.o&y. - available location for such required openings is in a garage -door, the required openings are stitLregwred t,0..be-ir►staUed .: 8utie C:ntiiit-Cu3ehaptef-,2-Se�tit I. Arttcl� l`d; Sec. 26-24.(a)_(7),.Butte Cctunty.O.rdinance 3598,_and. FEMATechnical.Bulletin .1-93 FH3. The height of the foundation as shown on the Elevation Detail on Sheet 3 results in the under400r--girders__extendin.g_betow-the:-Base_.Flo d_Elevation-(BFE)---Please,-edhe� revise the plans to raise the height of the girders above the BFE or revise the plans to specify_ Pressure -Treated --- wood- for. .girders.-which_.extend-belom the_. BEE -.(pressure,_ treated wood treated to .40 CCA rating or provide other FEMA Class 4 or 5 materials below._BFE)_.- Butte_.County...C.ode..Chapter--26,_Section-i..,Article-LV,.Sec.-..26:2-4*(2)- Butte County Ordinance 3598, and FEMA Technical Bulletin 2-93 FH4. Please revise Sheet 3 to clearly specify that all the 4x4 wood -posts located in the under- floor. crawlspace.-shall-be..pressure-.treated-wood_treated_ta_40_.CCA-.caffag-_(nt-speciy other FEMA Class 4 or Class 5 flood -resistant material). Butte County Code Chapter 26,..Section- 1-...Article_.I.V,...Sec- 2fi_24.(a)M_Butte.. County- .Ordinance- -359a,.an-cL.FEMA Technical Bulletin 2-93 Hess SFD County of Butte - Furst Check Morgan Creek -Lane- LP2A Job -No.: -203001-5-924, August .14; 2003_. Page 4 a, FH5. Please add a note to the plans specifying that all fasteners in pressure -treated wood shall- be- hot-dipped.-galvanized;.stainless-stee#; silicon -bronze, or copper. E8C,2309.a FH6. Please revise the plans to clearly specify that no electrical, heating, ventilation, air- conditioning_or-plumbing- equiprnertt_.shaU- be- located- below. the, -Base. Flood- le_vation, (BFE) or where such equipment is located below the BFE, revise plans to specifically, identify the: equipment, -Its- locatiom and-haw.such-equipment-shalL.he_designed-so_as_to prevent water from entering or accumulating within the components during conditions of flooding.. -Butte-.County_Code_Chapter.26-Section- 1. Article-LV,_Sec._..26724ja)(5),_6utte County Ordinance 3598 MECHANICALAND-P UMBINr:_COMMEbLTSS- MP1. The Title -24 Report specifies that a split air-conditioning system will be installed. Please revise plans -to -show the=location-of -the-AC-condenser-uwil- MP2. If the AC -condenser is to be located at grade or above grade but below the Base Flood Elevation.(BFE)rsee comment_FH5� aboace for-sp-eciaLflaod...hazacddesigmr_equiremeets. CMC 309.0 MP3_ If the_AC.condens-er_unit_is-Located_on_the-roofT.please..re_vise-the-plans-:ta.show.that.-that it shall be installed on a substantial level platform. When the roof is sloped greater than 4 -in -1-2,.-a levi L. working_platf m.:with--at--6ast--30-inches- in-depth.. and --width... shall...be� provided along the sides of the unit. The sides of the working platform facing the roof edge- below shall- be_ protected_by__a_substantiaLrailing_42-_inches_in_.heigbL.with.veAicat__. rails not more than 21 -inches apart except that parapets at least 24 -inches in height may- be..utilized_in.Ileu.nf_rails-or.guards_CMC.1-1-06-3.ltem#4-and-CMC,-9-1A.5,, MP4. If the AC condenser unit is located on the roof sloped greater than 4,12, please revise the ptans-to-stew-that-it-shalt-be-provided=with,a=catwalk-eonslsting=of srrbstanrtW--cleats, (typically pressure -treated 2x4s) at least 24 -inches in width and spaced not more than 164nehes-apart--running4rcm- the- roof -access poir*to-the workinWptatform-of-the-AC---. unit. CMC 1106.3 Item #4 and CMC 910.6 MP5. Please revise Sheet 3 so that the furnace is not located in a bedroom (or room readily used- as-a.bedroom), or -closet,. or -bathroom -room, or-in_a-compartmei#,--att r of -in -any, other enclosed space with access only through such a room except that access to furnace.Iccated..in:ars-attiE-may be--aeEessed--throughva-bedroom-Eleset-arif-fuel-bttrniM equipment is a listed "Direct Vent" unit. CMC 904.5 (furnace) & CPC 509.0 (water heaters) ELECTRI.CALCOM!4E 1TS E7. Please revise the Electrical Plans to provide an Electrical Symbol Legend. CBC 106.3.3 T-24 ENERGY COMPLIANCE COMMENTS: T1, Please revise the cross-sectional view on the plans to show the installation and R- Values_of_insuta.tion_at typical.locations_.in.walls—.CES_.1,Q-1,Q3(a)-1.-EL_ - . HeSs SFD County of Butte - First Check Morgan Creek Lane. LPZA-Job No.:- 20300.1.5-024, August 14, 2003 Page 5 STRUCTURAL COMMENTS: S1. Amend foundation, floor --and_ root:-plaM. to--cleafly--ideAtify- and :specify -a [ beam-suppett,, member locations, member size and proposed method of connection and anchorage. Cleariy-identify- U proposed-meta-:hangWs) for-beamtgirder connectiam- 52-- Specify footing_size_for_the_steel-tubing..suppsrting-,RBrl-a€►d: RB-Zin=the-garagre r :- S3: Please-clarify-.the-design-of_FB - it=appear-s:to-have-point-loads- -the,l ader--above, S4.. Amend -detail. 5;_sheet-&2_to-.specify_.that--foctings-receMr4g--pre-cast-piefs shall --be of-sim to provide a minimum one -inch beyond the pre -cast pier in each direction. S5. Please provide an east/west section of the first and upper floors through the balcony and bonus room. S6. Please review front elevation sheet 1, the roof portion over the balcony at the second floor bonus room;: does:the. root exteftd over:-the-balcony-or-is-#*-.bakx)ny!operrto-the sky> --.. SZ. Amend -flashing -details for--the�separation -of -wood-and-concrete-to-speeifya perrnanea' material other that galvanized metal which does not react well with concrete. Sheet S-2. detail -4-. S8. Amend detail 1; sheet 5-2.1 to specify flashing protection for the floor framing in contact with the-exterior.-porch=stab. S9. Specify proposed method of installing the CS16 between the garage and the entry porch and again,-betweers-the_porctL.Arad-the-master-bedroornat-line-"A' . Sheet -4 - S10... Please_identify-the-location,oi-the-"Swe-Walls° noted -andtheir-pmpose-a -thorn locations, do not appear to comply with conventional framing requirements. SOIUFOUNDATION COMMENTS: S11. Provide for review, if available a copy of the soils report for this project. If you have any questions regarding the above comments, please contact Jerry Griffin (Structural) or Richard -N_ Essenuuartger::(Nars- M-F. Structurat)-at-(9-16)-725420&-'betweerrno-A-:M:- to--5:00-P-M:, [END] 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT -SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone ,(fb30) 5 8-75AI - No. (Rev. 12/9'6) APPLICATION AND PERMIT 03 ASSESSOR PARCEL NUMBER O - I �.1/� C)/ % l/ IVN�/D Ll ri ZONING BUILDING PERMIT OWNER �^ � \✓ TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWNERS MAIL L�jiES¢ ` ^ SqI CONrRACTOR'S. PIA E TELEPHONE - CONTRALTO, MAILING ADDRESS t CONSTRUCTION LENDER - Fireplace - LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 0 ,• Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 19 RV,4)-Ctr--- clml Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S et ELECTRICAL PERMIT Fling Feel 20.00 800V OR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.PSINGLE License Class LIC. No. - OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1Q I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO 46.00so Voo CCU000A NEW coNsr. owELLNG occuP. OR a Acc. BLns. 3.5¢F°; NEW cod NON-RESID MULTI.OUTLET @7,50 CIR.OWER APPARATUS a OUTLET OUTLET OR FIXTURES Ex. Occup.SAL 20 @ 1.00 @ .50 Ex. Occup. OFlx' E' A A'.s,6.)' EA 5.00 Temporary Service 23.00 23- Mobile Home Facilities 20.00 Misc. Wirina 23.00 I PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort com y with those provisions. �9 X Date p —U3 Signature of Applicant - ❑Owner ❑Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ ,()D AZD PEES i This permit is hereby issued under the applicable provisions of the Butte Code end/or esolutions to do work int'^-'- -` , been_paid:. �A_ _ B� — _ S5 a,t,�'`-` - PERMIT EXPIRES ON ReceiptNo. M 7 z73 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Dec 17 02 11:39a p.2 I OWNER -BUILDER VERIFICATIONI Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proposed property improvement : YES ;i- NO ❑ I HAVE* HAVE NOT. ❑ signed an application for a building permit for the proposed work - 3. I have contra d tb the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK DATE :iC' = Z —o NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification Must be completed and returned to our office before we are permitted to issue the permit. OVER Dec 17 02 11:37a Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name: Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan .to do your own work, with the exception of various trades that, you plan to subcontract, you should be aware of the following information.for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials *and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation;ns„nce. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations. under State Law. contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an'"ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA 95814. Please complete 'the "Owner Builder Verification" on the reverse side of tWs.form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Sincml , - ti Micha i C. Vieira, C.B.O. Manager, Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER :h I fill 1 fill II AND WHEN RECORDED MAIL TO: Z �'4 — 0 0 1 ---11 3 1 BUTTE COUNTY BUILDING DIVISION Recorded Official Records I REC FEE 10.00 I CONFORM 1.00 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 � County OfBUTTE 1 I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Jason 02:57PM 09 -Mar -2004 1 Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: See 114,./F� Date PROPEV OWNERS: aa State of California ) County of 6mk ) On ACArC h 9 SWO Lt before me, 51,Ke k i2,'5+ personally appeared (20.Vi©rei NPSS and. A-4o'G.ia ne!& personally known to me (oflw-& n the basis-of-satisfactory_evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/stCe/they executed the same in hWhfr/their authorized capacity(ies), and that by li~/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. Signature Seal: R• melon 114 976,1 Nckry PA* - caftnlo A.P�.40 " 100 — 041 -l7GU �•�II�aNC1. �r Order No. BU -198188 TB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 1, AS SHOWN ON, THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 23, 1990, IN BOOK 117 OF MAPS, AT PAGE(S) 84 AND 85. APN 040-100-047-000 PARCEL II: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE NORTHEAST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 27, 1973, IN BOOK 46 OF MAPS, AT PAGE(S) 2; THENCE ALONG THE NORTH LINE OF SAID PARCEL 2 AND THE SOUTHERLY RIGHT OF WAY LINE OF GARDEN ROAD, SOUTH 880 47' 00" WEST, 333.38 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 000 09' 13" EAST, 530.43 FEET; THENCE ALONG THE ARC OF A 20.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHEAST, THROUGH A CENTRAL ANGLE OF 49° 59' 41", AN ARC DISTANCE OF 17.45 FEET; THENCE ALONG THE ARC OF A 50.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTH, THROUGH A CENTRAL ANGLE OF 2790 59' 22", AN ARC DISTANCE OF 244.34 FEET; THENCE ALONG THE ARC OF A 20.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHWEST, THROUGH A CENTRAL ANGLE OF 490 59' 41 ", AN ARC DISTANCE OF 17.45 FEET; THENCE NORTH 000 09' 13" WEST, 529.51 FEET TO THE SOUTHERLY RIGHT OF WAY -LINE NORTH 88° 47'00" EAST, 50.01 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 /�� r TZ&15 (Rev. 12/96) APPLICATION AND PERMIT (� ASSESSOR PARCEL NUMBER 040-140-047 ZONING 0 , BUILDING PERMIT OWNER HESS, CLIFF AND PATTY 891-0789 TELEPHONE SO. FT. OCC. BUILDING VALUATION 3770 R 203,580.00 . OWNERS MAILING ADDRESS ' 1066 EATON ROAD CHICO CA 95973 868 U 15,,624./00 CONTRACTOR'S NAME TELEPHONE 934 C 12 142.00 80 0 560.00 CONTRACTORS MAIUJFG AbORESS CONSTRUCTION LENDER Fireplace A 1500.00 LENDER'S MAILING ADDRESS Total Valuation 1$233.406.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1108.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 720.53 BUILDING ADDRESS 9845 MORGAN CREEK LANE CHICO CA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1872.03 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 0 Solar or heat pump water heater 23.00 Water piping 15.00 1 9 -nn Each as water heater or vent 15.00 TYPE OF WORK NewA Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY 5 BD 2.5 BA W/ 3 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15 OC) Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 600V OR LE Main Service 20.AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 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. 14 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00 W:L200A CCU000A NEW CONST. DWEWNG OCCUP. SO OR ADDNS. DW: ACC. S.3.5¢x_ �- T. NO"ON.pO�,p. MULTI -OUTLET 97.50 APPARATUS 8 SINGLE OUTLET C1 R. Ex. Occu OUTLET OR FIXTURES @ 1'50 BA20 @ .so Rj Ex. Occup. O. F -Sita OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall c 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 forth4t4Vom4with those provisions. �_ Z _d 3 X Date _ Signature of Applicant - Owner [3Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition r construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 2120.00 40, 00 Cooling 2 15.00 0. 00 Hood 6.50 6.50 Ventilation PFT 1 Er STOVE 15.00 PERMIT FEE s 111.50 Mobile Home Installation Fee $ EnergyInspec on Fee $46.00 'nPE TOTAL FEE $/2448.30 H D. ,�,P c HD This permit is hereby issued under the applicable provisions of the Butte Coun Code and/or Resolutions to do work Indic e f which fees have been paid. iB / Date �+ PERMIT EXPIRES ON 3• / 0� Dete Receipt No.75J � ��s WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLD-APPLICA 1 02 08:13a P. 1'• ;COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING IVISION r7 7 County Center Drive 9 Oroville, California 95965 •Telephone (530) 538 7541 F,�nt d APPLICATION AND PERMIT � (� CEL NUM v, O — Z°_ BUILDING PERMIT IdOWNER - -- MON/E//////�����,,•^^rr----•- g0, FT, OCC. BUILDING VALUATION � ` owN�Rs MAIUNc DRE s �_ t �� --' --5. O CONTRACTOR'S NAME vit�•C',U 7 i TELEPHONE OO CONTRACTOR'S MAIUN° ADDRESS O O \J OCONSTRUCTION LENDER —" LENDER'S MAILING ADDRESS Fireplace - 5 ! ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S HALING ADDRESS BUILDI; G ADDRESS �-3 LOT NO. I SUBDIVISION'S NAME � PARCEL MAP i1� 1 17 - � USEOFSTRUC RE [' S =2) A� SF� Duplex ❑ Mobilehome ❑ Other NIS l SPECIFY 'TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: FL�9�= A�j p52Z�� "PERMIT FEE P9MtID� � SRA s Si�ERIFF IIIKOVN'1' RECEZVf D = Q :*R'i' NVJIASl�t 37�J�p GJ� * TO � ltlT INTO comm OD Permit Fee Energy Plan Checking Fee $ --_-. POWER APPARATUS 6 SINGLE OLRLET C10. � I OUTLET OR fDn'URES � eno kTemporary 00 PERMIT FEE $ PLUMBING PERMIT Piling -Fee] 20.00 Each Tr 151 7.00�•�,06 Soler or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 ,� Gas piping s stem 1 - 5 outlets 15.00 Building sewer 1 5.00 S ItY) Mobile Home S G W 920.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main Service •oov oR LEss aooA ORLEss 23.00 Main 58NICe 200A TO IOOOA 46.00 oao s ( DWELLING auuP. Service23.00ile Home Facilities 20.00 . Wiring 23.00 PERMIT FEE i Q( � ,0 MECHANICAL PERMIT Filing Fee. 20.00 Coolin 6.50 ------ JUCf[At-1XArt/`e ( IBD 1�j • •— PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ (46,00 cq coNST. TTPE TOT L FEE !a, A010 �q%� S HA2. D. FEES IMP %09-0CDF "p� Np I ISSUE •• By Date ReceiptNo. PERMIT EXPIRES ON WHITE-D.O.S.-8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT 0e1e--I A This permit is hereby issued under the applicable proVisidn"s of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been -paid. - :0. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER d/ `R -DQ A.P. # PROPOSED BUILDING USE 26- BUILDING PERMIT FEES Balance Due ....................... $ 1 1Cl .t 0 3 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES��t'''� DATE 5-2-03 RECEIPT # DTE REC. 3 )-57 � (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) ResidentialSl x $360.00 = $ 36 0. 3 ...................... Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 3/S/o4- At time of permit application, I was advised the above fees are required to be paid prior to issuance of the'building permit. These fees may be changed during the plan checking process. DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) ATO: Building Department / FROM: Environmental Health 4 SUBJECT: Sanitation Clearance At� SSS' — / /Ylnz- _ 0 �� l0 p — D Y7 Owner L cation . AP# Plan Approved for: Sewage Disposal, Water Supply: Public Private Well L -- Clearance Clearance for / dwelling. ( J�--1 - t !q Hol gfinal'fof� _ _A—div,.r.;y,,i��-S'As!a,��, (:`clearance O:K for.-�- NOTE: Environmen I e th Specialist Date 8/96 MI, +tr Piot Plea Anachad Roos Plan A had� Smut to B.D.c/ At� SSS' — / /Ylnz- _ 0 �� l0 p — D Y7 Owner L cation . AP# Plan Approved for: Sewage Disposal, Water Supply: Public Private Well L -- Clearance Clearance for / dwelling. ( J�--1 - t !q Hol gfinal'fof� _ _A—div,.r.;y,,i��-S'As!a,��, (:`clearance O:K for.-�- NOTE: Environmen I e th Specialist Date 8/96 a 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 r_.... OWNER: " t�SSESSORPARCEL NUMBER Proposed Building Use: IV S , F s Counter Technician: 0 Date: -5-2, -CU3 Iteemss required in corder to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. op . Plot plans, 3rr 4 se, signed by the preparer of the plans. Zko!m�ete plans, 3�or 4 sets, signed by the preparer of the plans.ered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signe a os.l Engineered truss details and layouts in duplicate. No faxes! J 1;5. Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. Atjr+7.,, ,Nktal buildings: (A) Metal Building Plans, (B) Foundation plans and cal ulations��in triplicate, (C) Elevation views in triplicate. Floor plans in triplicate. All of these must be stamped and wet-si ne by,�he en ginger. T4 3e� 0 Items required for initial plan review. If checked items have not been received, plan review cannot proceed. Thep m� r t will be in&eand returned to the.plan review line-up when required items are received. I ) ,I( te5 ec fvel y psigned,p��8:Flood Elevation Certificate wet- tam ed and in du licate....,In 9.Plot plan and business licen approval from the City of Biggs..................(--.roaq ............. ❑ 10. Letter ofdntent for non-residential buildings ............................ ?.......................... .. . �\, ❑ 11.- etached Accessory Building Form filled out by the owner ..................................... V,,l. Hazardo MaterialForm................... ............. Other ��U.eIU.0 gt�t/1l'tIJY�C� (� Cll �B�L �,HC�t19 Q�i2.6t9yh Remaining items needed to issue the permit. (May require additional plan review upon rec 1pt ofjtbe following items.) g�029,a e shown on the attached Schedule of Fees Due Sheet .. '�.I.!o7..5 ,.-F. T................. atement of Intent for Non -heated and A/C Buildings ............... :........... ..... �. - �i' ' ation and plot plan approval from the Environmental Health Departmentity of Chico Plumbing permit........................................................................ ❑ 11 California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: 0)< (B)Parking: _ (C) Parcel Check: '7 •—� — ❑ 2 Contact Land Development about ❑Improvements, ❑ Drainage ' ............................... ,1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ............................................. 5. Owner -Builder Verification (E] Given to owner, El Mailed to owner) ..................... 6. etter of Signature authorization ...........................:....................................... corded copy of Agricultural Acknowledgment Statement ................................ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits........................'................................ ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informedof the above items and requirements for obtaining a building permit. ,jpplicant: Date: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone,, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone,,:' ❑ mail, ❑ ou er, b Date: _ Plans reviewed by: Date: Plans approved by: v� Date: Structural reviewed by: `. ate: Structural approved by: Date: Note transfer by: Date: — a Yellow: Building Division January 21, 2004 Mr. Michael-Vieira County of Butte 7 County Center Drive Oroville, CA 95965-3397 Phone: (530) 538-7541 Fax: (530) 538-2140 Re: Plan Review: Address: Dear Mr. Vieira: Hess SFD Morgan Creek Lane County of Butte- FINAL REVIEW Jurisdiction Appl. No.: 03-1293 LP2A Job No. 203015-024 Linhart Petersen Powers Associates (LP2A) has completed a FINAL review of the following documents: 1. ,Plans: Two (2) copies revised plan sheets 1 through S-5 (12 sheets) title ,sheet dated February 6, 2003 by Robert McCauley. 2. Structural Calculations: Two (2) copies dated March 26, 2003 by Frank M. Glazewski Architect. ✓ 3. _Title 24 Enerqy Compliance Documentation: Two (2) copies dated February 28, 2003 by Donna Wallace. 4. Miscellaneous Documents: Two (2) copies revised FEMA Flood Elevation Certificate ;expiration dated December 31, 2005 by Robert G Agee, Jr. Civil Engineer. These documents were reviewed only for their conformance to the 2001 California Building, Plumbing, Mechanical, and Electrical Codes. We have no further plan review comments. Therefore, we are recommending approval of the above noted items -',with the following conditions: 1.. Red line;revisions- as noted on plans 'The above documents now bearing the "LP2A Plan Review Approval' stamp on all appropriate :sheets: -are enclosed. Please let us know if you have any questions. Thank you. Sincerely, LINHART°PETERSEN POWERS. ASSOCIATES Jerry Griffin ` Richard N. Essenwange .I.C.B.O. Plans Examiner I.C.B.O. Plans Examiner JR/RNE:rs Enclosures 12 LINHART PETERSEN POWERS ASSOCIATES 7610 Auburn Boulevard • Citrus Heights, CA 9561A (916) 725-4200 • FAX (916) 725-8242 0 Toll Free (877) 235-0653 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 09 -Mar -2004 2004-0013131 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date PROPERTs OWNERS: State of California County of &k On 1 tLhrc+ before me, 91,k e k R,t C / I/��►��% j`��;5 personally appeared K""1 yj;-;rc't personally known to me (orproved-to-m4�n�the=basis-of satisfactory evidence) to be the person(s) whose name(s) (stare subscribed to the within instrument and acknowledged to me that he/sffe/they executed the same in his/hEr/their authorized capacity(ies), and that by WIWF/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. Signature GfCrf�<� •� �i� .�� Seal:C� R Y*m 11441,763 Noft1► Able - CONOMb kft A. P. # a .; , , �.. l _ j'COMM. ; 4 MY CANNIN n�.. Aft Order No. BU -198188 TB Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 23, 1990, IN BOOK 117 OF MAPS, AT PAGE(S) 84 AND 85. APN 040-100-047-000 PARCEL H: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: COMMENCING AT THE NORTHEAST CORNER OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 27, 1973, IN BOOK 46 OF MAPS, AT PAGE(S) 2; THENCE ALONG THE NORTH LINE OF SAID PARCEL 2 AND THE SOUTHERLY RIGHT OF WAY LINE OF GARDEN ROAD, SOUTH 880 47' 00" WEST, 333.38 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 000 09' 13" EAST, 530.43 FEET; THENCE ALONG THE ARC OF A 20.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHEAST, THROUGH A CENTRAL ANGLE OF 49° 59' 41 ", AN ARC DISTANCE OF 17.45 FEET; THENCE ALONG THE ARC OF A 50.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTH, THROUGH A CENTRAL ANGLE OF 2790 59' 22", AN ARC DISTANCE OF 244.34 FEET; THENCE ALONG THE ARC OF A 20.00 FOOT RADIUS CURVE, CONCAVE TO THE NORTHWEST, THROUGH A CENTRAL ANGLE OF 490 59' 41 ", AN ARC DISTANCE OF 17.45 FEET; THENCE NORTH 00° 09' 13" WEST, 529.51 FEET TO THE SOUTHERLY RIGHT OF WAY LINE NORTH 880 47' 00" EAST, 50.01 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. .�1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District % fyr! Building Department No. A.P. Number 0(/() - /00- 0 q / Jurisdiction: r- City County Property Owner Property Location/Address t ZS / &/&�(7 4-11 Subdivision P129 1/7- 97 Lot No. I ..................... .....».... _............................ a ........... _......................... Residential Development Sq. Footage 3 No of Living Mobile Home Addition/ *Supplemental to ' (Group R) Units Installation Conversion Permit # •(Nofoundation Inspection) ...................................................................................................... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Sq. Footage District Identification No. �-- -ZeoP lel (Including Exterior RoofedAreas) Date ZD0 R N -AM u� 1 Fr L� School District certifies that CL/ rF f -lE SS � (Applicant) 717/ - 01/F91 (Street Address) (Phone Number) u (City) has complied with the requirements of Resolution No. representing 3770 square feet. 0 i (State) (Zip Code) o c , - 0.2 by payment of $/ F LO&'7. '?o r 2926 i LL MRIGATION $ -o School District Representative Date Paid by Check # Remarks: Notlee: You may protest the Imposition of the fess Identified above bi submitting i'wrlttanlprotsst to the District, In compliance with Goverrnnent Code Section 66020(m), wftNn 90 days from the dab fees are paW. Failure to submit a timely written protest will' prohibit you from ehallerong the Imposition of the fees In any court action. K, iubsearwnt to the School District Representative signing this Butte County Schools Impact Fes Certification Form, ttw- Scthool District Is rhn"Ill by the applicable Local Planning Agency that this project Is being rwlewed under the CMlfomla Environmental Quality Act (CEQAh this protect may be subject to additional school fees to fully mitlgate Its Impact on the school dbVict's schools. White (applicant), Yellow (building department), Pink (school district) feeform.tds (10/03)dmm .'�•-y.'1 `^" .--r'``-,' "+'r�,,.Y.'t,{'�`'l`r`r-,tt.�'"-t"`Y�jy �.;y;�� ir•....,F.��''' yv t . BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner, (s): • C s S fr15 ` Project Location/Address: "/ pis ��%i//2 GAN (. �G-� /� L/`/ tz moi Subdivison Name: RM 117- Assessable Square Footage: 3 77Q Type of Re idential Development (check one): .1 New Development ❑ Alteration/Addition Mobile Home (s) ❑ Non -Residential to Residential A .�.�::. Comments:- ��-;Y.� �=� . _ter. m..r�.-•.:��..r ;;.��a�.�.r�.�w,. . r�..h::. , , ilding Division Refre ;? C2 -0el Date -Durham Recreation and Park District (DRPD) certifies that attLl (?s 819)-0-789 Appl cant Name Applicant Phone Number . Street Address"Y T) City State Zip Code - -^.�-.,.....:., ._ ;tom.:-_�. -- . :: •-,.. •.a :_.::.=-:. '[.7... __-.: �,T .:. rt.. a _ •. -_ has complied with the requirements of the Butte County Board of Supervisors:°.N Resolution o.. _ 93 - 114 by payment for 3-]' square feet at $ 1.04 per square foot for a total payment of $3 Jao�.�v /8 D PD Representative Date PAID BY CHECK No.: BANK No.: 'it) - :515n9 PAID BY CASH: RECEIPT No.: 59-7t) Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION Feb 01 02 08:13a P. 1'. 19" 'COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING IVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538 541 F,89n1 aev.12/96) ' C APPLICATION AND PERMIT C, (� ASSESSORPARCELNUM zO BUILDINGPERMIT N/7 OWNER G�°N.}� St]. FT. OCC. BUILDING VALUATION d Mm� LOT NO. I SUBON5K1N5 NAME PARCEL MAP USEOFSTRUC RE I Ae-. SFA Duplex O Mobilehome ❑ Other ' S SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ( t IZ 1 i!,-)1 3 csjA 0?7 "PERM -IT FEE PA2b4 SRA s SHERIFF i AA0VNT RECEMb 6 , I *� whim 376 * TO to KJT zwo cowvm 190MINW-4 AfTspd' mm Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 20.00 Permit Fee Energy Plan Checking Fee OWNER'S MAA,NG ADORE S (46) ad�3 ry /`�Y �/e1"'i"`%'`'.�, Filing Fee 20.00 CONTRACTOR'S NAME Filing Fee 20.00 Each Tr L5 CONTRACTORS MAILING ADDRESS Solar or heat pump water heater OCONS TRUCTION LENDER 15.00 LENDER'S MAILING ADDRESS 15.001/61' - ARCHITECT OR ENGINEER Building sewer 'ARCMTECT OR ENGINEERS MAILING ADDRESS SWLDING ADDRESS Mobile Home I S 1 (31 W I LOT NO. I SUBON5K1N5 NAME PARCEL MAP USEOFSTRUC RE I Ae-. SFA Duplex O Mobilehome ❑ Other ' S SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ( t IZ 1 i!,-)1 3 csjA 0?7 "PERM -IT FEE PA2b4 SRA s SHERIFF i AA0VNT RECEMb 6 , I *� whim 376 * TO to KJT zwo cowvm 190MINW-4 AfTspd' mm Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 20.00 Permit Fee Energy Plan Checking Fee Q ELECTRICAL PERMIT Filing Fee 20.00 PERMIT FEE S PLUMBING PERMIT Filing Fee 20.00 Each Tr L5 7.00 [66, R Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.001/61' Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 �T.01) Mobile Home I S 1 (31 W I LM20.001 PERMIT FEE Q ELECTRICAL PERMIT Filing Fee 20.00 Main Service eoov oR LEss 2owoR LEss 23.00 Main Service 200A TO Ioc 46.DD NEW CONST. / OwEWNO OCGUP. _ 23.00 NON•REStO. Q7.SOI POWER APPARATUS b SNGLE OUfLEr C0. —_ 1 Ex. Occup, ovnET OR FDRURES xo ®I.00 SAL .50 Ex. OCCU PD EO APP INS. OR own Ems a. ell 5.00 Temporary Service _ 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 15Q( �..� MECHANICAL PERMIT I Filing Fee 1 20.00 Heatina 109L I UB.irb Wilan 1 Hood 1 1 6.50 I Gt."qA I PERMIT FEE S D Mobile Home Installation Fee $ Energy Inspection Fee $ L16, O0 `GS `D"ST' TYPE TOTL FEE $ `LiArJy TjqM HA2• D. FEES IMP O 0 CDF r I ISSVE This per it is hereby issued under the applicable pruvision's " of the utte County Code and/or Resolutions to do work Indicat above for which fees have been -paid. By Date PERMIT EXPIRES ON -- F0 P v r rW E D FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 - NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: JAN 16 ?004 ELEVATION CERTIFICATE ,,, =100101 A Important Read the instructions on pages 1- 7. (Zone A0, use depth of flooding) 011 M SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME AE 173.3 Policy Number CLIFFORD HESS BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number MORGAN CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN: 040-100-047 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) New Residential Structure. LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type)- ( ##° - ##' - ##.##" or ##.#####) ® NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION R1 NFIP COMMUNITY NAME & COMMUNITY NUMBER I B2- COUNTY NAME I B3. STATE BUTTE COUNTY, & INCORP. AREAS 080017 I BUTTE COUNTY I CA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) NUMBER EFFECTIVE/REVISED DATE (Zone A0, use depth of flooding) 060017 0520 C 6188 AE 173.3 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. •❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): SEE C3 BELOW. B1 t. Indicate ft elevation datiurrused for the BFE in B9:. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12.: Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?❑ Yes ®No Designation Date PWA. SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevationsare based on: ® Construction Drawings' ❑ Building Under Construction= ❑ Finished Construction C2.'Build hgi Diagram Number 8 (Select 66 -build ng dag am most similar to the building far which this certificate is being completed = see pages 6 and 7. If no diagram accurately represents the building, provide -a sketch or photograph.) - C3. Elevations -Zones Al -A30, AE, AH, A (with BFE); VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3. -a4 below according to the building diagram specified in Item CZ State the datum used. if the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation: Use the space provided ort he Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 Conversion/Canments Elevation reference mark used RM63 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No QROF ES ft o a) Top of bottom floor (including basement or enclosure) See Comments. ft(m) G AG o b) Top of next higher floor 174.3 ft(m) ,`K? •� F�` •;yC o c) Bottom of lowest horizontal structural member (V zones only) N/A. _ft(m) o o �O v�. y o d) Attached garage (top of slab) 173.. 4 ft (m) E 0 o e) lowest elevation of machinery and/or equipment r" m servicing the building (Describe in a Comments area) 173.4 ft(m) -0.2 No. 2784T o f) Lowest adjacent (finished) grade (LAG) 169.7 ft(m) Z' � Cn o g) Highest adjacent (finished) grade (HAG) 169. 7 ft(m) C, . • CIVIL •. \P o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 50 J •' • • • •' •0� o ) Total area of all permanent openings (flood vents) in C3.h 3700 sq. in. (sq. an) SECTION D -SURVEYOR ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that. the information in Sections A, B, and C on, this certificate represents my best efforts to interpret the data available. 1 undeistand'that any false'statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME .::: ',:.=.:,::: , LICENSE NUMBER,.: ROBERT G. AGEE. JR _ RCE .27647 TITLE . . w ^; _ `.; ..,, , ... COMPANY. NAME. . Civil Engineer SIERRA WEST SURVEYING. ADDRESS - CITY - . STATE ZIP CODE 5437 BLACK OLn DRIVE PARADISE CA 96969 SIGNATURE IV DATE TELEPHONE /� 914103 (530)877-6253 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: BUILGING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number MORGAN CREEK LANE CITY STATE ZIP CODEI Compary NAIC Number DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS C'.1aa) The lowest elevation under the crawl space is 169.7 feet NGVD. Cie) The lowest elevation of the machinery and/or equipment servicing the building is the air conditioning compressor unit at 173.4 feet NGVD. The area of the enclosure is 3700 square feet BENCH MARK on site, is 12" almond tree (nail). Elevation =170.12' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Numbet_(Select the building diagram most similar to the building forwhich this certificate is being completed–see pages 6 and 7. If no diagram accurately represents the Wing, provide a sketch or photograph.) E2 The top of the bottom floor (including basement or enclosure) of the building is_ fL(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(an) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is ft.(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E for Zone A (without a FEMA4ssued orcommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, Q and E are correct to the best of my ktwwtedge. OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) rhe local official who is authorized by law or ordinance to administerthe community s floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation ,ertificate. Complete the applicable item(s) and silo below. 31. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized bystate or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 32. ❑ A community official completed Section E for a building located in Zone A (without a FEMAAssued or community -issued BFE) or Zone A0. 33. ❑ The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I Cf. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED 37. This permit has been issued for.[:] New Construction [-]Substantial Improvement 38. Elevation of as -built lowest floor (including basement) of the twilling is: — _fL(m) Datum: 39. BFE or (in Zone AO) depth of flooding at the building site is: fL(m) Datum.- LOCAL atum:LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Butte County Depalanent ofDevelopment Services. - w T rF ' o o t • YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 r, - (530) 538-7601 Telephone (530) 538-7785 Facsimile ti ' ... •-if n .. -''*amu r, • _ .. .., - , 5f TO: LP2A FROM: Michael Vieira ;-.rs (530) 538-7159 mvieira(aD-buttecounty.net SUBJECT: Plans Transmittal For' -Review Per Contract - DATE: 7/10/2003 , • - _ • r ` - Applicant: Hess, Cliff Permit No: 03-1293 Project Type:., NSF •'APN: 040-100-047' 100% 70%r Plan Check Fees $ 720`53 $ 504.37 Energy Calc,Fees • $ 23.00 r $ ' 16.10 ;r $ 74153 $ 520.47 r, LP2A Fee:. f $ 520.47 Copies Attached: Qty S Chk Application Site Plan. Review - 71, FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations;; Structural Caiculatiohs Residential Plan Review Guide Residential Construction Requirements Other t Other 1 � PETM`Y'D�eRi N (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) AM: 040-010447 0q6-70'D—Oy7 esidential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) New Residential Structure LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( #Ap - ##' - ##.##- or ##.#####,) N NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY, & INCORP. AREAS 060017 BUTTE COUNTY CA B4. MAP AND PANEL FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 B7. FIRM PANEL NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: NUMBER ELEVATION CERTIFICATE EFFECTNEIREVISED DATE Important: Read the instructions on pages 1.7. (Zone A0, use depth of Boodng) 060017 0520 SECTION A - PROPERTY OWNER INFORMATION 618198 For Insurance Company Use: BUILDING OWNER'S NAME 173.3 Policy Number CLIFFORD HESS BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number MORGAN CREEK LANE CITY STATE ZIP CODE DURHAM CA 95938 � PETM`Y'D�eRi N (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) AM: 040-010447 0q6-70'D—Oy7 esidential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) New Residential Structure LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): ( #Ap - ##' - ##.##- or ##.#####,) N NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NAP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY, & INCORP. AREAS 060017 BUTTE COUNTY CA B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL B8. FLOOD ZONE(S) 69. BASE FLOOD ELEVATION(S) NUMBER EFFECTNEIREVISED DATE (Zone A0, use depth of Boodng) 060017 0520 c 618198 AE 173.3 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile N FIRM ❑ Community Determined ❑ Other (Describe): SEE C3 BELOW. 1311. Indicate the elevation datum used for the BFE in 69: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?❑ Yes ® No Designation Date PWA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: N Construction Drawings* ❑ Building Under Construction* ❑ Finished Const uction C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO Complete Items C3.-&4 below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 Conversion/Comments Elevation reference mark used RM63 Does the elevation reference mark used appear on the FIRM? ❑ Yes N No o a) Top of bottom floor (including basement or enclosure) See Comments. _IL(m) cc .. •0.f(G qG� � o b) Top of next higher floor 174.3 ft(m) '�`v �•; o c) Bottom of lowest horizontal structural member (V zones only) N/A. ft(m)cc c •�O v� o d) Attached garage (top of slab) 173.. 4 ft(m) E o e) Lowest elevation of machinery and/or equipment u, m N0.27 7 • servicing the building (Describe in a Comments area) 173.4 ft(m) o f) Lowest adjacent (finished) grade (LAG) 169.7 ft(m) z' ) o g) Highest adjacent (finished) grade (HAG) 169. 7 fL(m) N %,9�. • CI�/�L • • • •• o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade o ) Total area of all permanent openings (flood vents) in C3.h 3700 sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this ce►tificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER ROBERT G. AGEE. JR RCE 27647 TITLE COMPANY NAME Civil Engineer SIERRA WEST SURVEYING. ADDRESS CITY STATE ZIP CODE 5437 BLACK OLIVE DRIVE PARADISE CA 96969 SIGNATURE �%DATE TELEPHONE G(&.i ' .QQ G 9/4/0;1 (530)877-0253 IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: :4TREET ADDRESS (Indu�ng Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. MQt� ,AN CREEK LANE Policy Number CITY STATE ZIP CODE DURHAM CA 85938 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner. COMMENTS C3a) The lowest elevation under the crawl space is 169.7 feet NGVD. Cie) The lowest elevation of the machinery and/or equipment servicing the building is the air conditioning compressor unit at 173.4 feet NGVD. The area of the enclosure is 3700 square feet BENCH MARK on site, is 12" almond tree (nail). Elevation =170.12' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the buildingfowhich this certificate is being completed—see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) F2. The top of the bottom floor (including basement or enclosure) of the building is_ t(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ t(m) _in.(cm) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the platform of machinery and/or equipment servicing the building is_ it(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the bop of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner o owner's authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E fbrZone A (without a FEMA-mued orcommunly- issued BFE) or Zone AO must sign here. The statements in Sections A, A C, and E are cement to the best of my knowledge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or commun*issued BFE) or Zone A0. G3. ❑ The following infomation (Items G4 -G9) is provided for comrnunly floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been issued for.❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ . _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS _r r', Y V lirD FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 -" •'t NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: JAN 16 ?004 ELEVATION CERTIFICATE ,..,� N w Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CLIFFORD HESS BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number MORGAN CREEK LANE _ .. CITY STATE ZIP CODE DURHAM CA 95938 - PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN: 040-100-047 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use a Comments area, 'rf necessary.) New Residential Structure LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type)- ( #fP - ##' - ##.W or ##.####$P) ® NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B • FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME 63. STATE BUTTE COUNTY, 81NCORP. AREAS 080017 - BUTTE COUNTY CA - - - - B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE B7. FIRM PANEL B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATIONS) NUMBER 1 EFFECTIVEIREVISED DATE (Zone A0, use depth of floodng) 060017 0520 - C 818818 AE 173.3 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. :❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): SEE C3 BELOW. 611. Indicate the elevation datum used for the BFE in B9:.. ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12.i,1s the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Priotected Area (OPA)?❑ Yes ®No' -:Designation Date .,PN/A`..; _ -'- ' -- --- -----SECTION C -BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Bdilding elevations•aie based on: ® Construction Drawings' ❑ Building Under Construction* ❑ Fini hed Corutruction C2.'Buildihb Diagram Number 8 (Selectlhe buildiiia didgram'mostsimilarto the buildng for which this certificate is being completed see pages 6 and 7. If no diagram aocuiately represents the building, provide a sketch or photograph.) , r, C3. Elevations -Zones A1-A30,'AE,`AH,'A' (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE; AR/Al=A , AR/AH; AR/AO Complete ttems C3. -a4 below according to the building diagram specified in Itern C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 Conversion/Comments Elevation reference mark used RM63 Does the elevation reference auk used appear on the FIRM? ❑ Yes ® No' QROFESS/p,�" o a) Top of bottom floor (including basement or enclosure) See Comments. _ft(m) m G' AG �( o b) Top of next higher floor 174.3 ft(m) i �' .'t� '•ty o c) Bottom of lowest horizontal structural member N zones ony) N/A . _ft(m) y W y~ O� v' 0'y o d Attached - _ - o -0 C9. • garage (top of slab) - — .173.. 4 ft(m) .0-0 • _ . o e) Lowest elevation of machinery and/or equipment W m servicing the building (Describe in a Comments area) 173.4 fL(m)W No. 27W o 0 Lowest adjacent (finished) grade (LAG) 169.7 fL(m) Z' � o g) Highest adjacent (finished) grade (HAG) 169. 7 ft(m) o h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade 50 J • •' • • • •' •OQ� o ) Total area of all permanent openings (flood vents) in C3.h 3700 sq. in. (sq. cm) `SECTION D -SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION . This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. _ 1 certify that the'inforination in Sections A,'B, and C on this cerfficate represents my best efforts to interpret the data available. r" I understand thahany'false'statemeht maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001. ...... CERTIFIER'S NAME : 4 ' t ,. ;.;�, , N : LICENSE NUMBER ROBERT {G.'AGEE. JR • -^ r ' "" "r _ re r _RCE 27647 TITLE 2 > , r ; R COMPANY: Civil Engineer t' �r " 'a:.. ►.; _ - , ' SIERRA WEST- SURVEYING ADDRESS , .4 d CITY : ; STATE-; .-ZIP CODE 5437 BLACK OLIVK DRIVE;. PARADISE ` , CA 969.69 SIGNATUREDATE TELEPHONE f l / . V i // 9/4/03 .(53O)8T7-6253 WrvIRTANT: In these wakes, coav the corresDondinq information from Section A. Unil, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. For Insurance Company Use: Policy Number MORGAN CREEK LANE CITY STATE ZIP CODE Company NAIC Number DURHAM CA 95938 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenUoompany, and (3) building owner. C3a) The lowest elevation under the crawl space is 169.7 feet NGVD. Cie) The lowest elevation of the machinery and/or equipment servicing the building is the air conditioning compressor unit at 173.4 feet NGVD. The area of the enclosure is 3700 square feet BENCH MARK on site, is 12" almond tree (naiQ. Elevation =170.12' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similarto the building forwhich this certificate is being completed—see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2 The top of the bottom floor (including basement or enclosure) of the building is_ ft(m) _in.(am) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6S with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(c m) above the highest adjacent grade. Complete items C3.h and C3.i on front of form. E4. The top of the plattorm of machinery and/or equipment servicing the building is_ ft(m) _in.(cm) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommuniy's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Items C3.h and C3.i only), and E forZone A (without a FEMA4ssued orcommunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E are correct to the best of my Mrowdedge. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engneer, or architect who is authorized byte or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA4ssued or communiymissued BFE) or Zone A0. G3. ❑ The following infomation (Items G4 -G9) is provided for community floodplain management purposes. 0-4. PERMIT NUMBER k5. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED G7. This permit has been wed for.❑ New Construction ❑ Substantial Improvement G8. Elevation of as-buift lowest floor (including basement) of the building is: fL(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ . _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Co AP NO.: 040-100-047 DATES: 05/02/03 County O�TTFeo OWNER: Cliff Hess Phone: 530 891-0789 N ofButte o Department of Development Services o ecOUNt�o Patty Phone: 1066 Eaton Road Phone: MAIL Building Division M ADDRESS: 7 County Center Drive Chico CA 96973- Email: Phone: Q Oroville, CA 96965 Phone: CONTRACTOR (530) 538-7541 CA Email: ARCHITECT OR Phone: Lic No.: PERMIT NUMBER: 03-1293 ENGINEER Email: SITE ADDRESS: Morgan creek Lane Phone: APPLICATION AND PERMIT CA Email: ZONING A-10 LOT 1 BLK MAP BKPG Flood: AE, 0520C PM 117-84 SRA ACRES 5.21 SNOW LOAD I I OTHER: USE m F ❑Dplx o H Other: TYPE OF WORK New m Addn O Rmdl ❑ Utits ❑ linstinj ❑ Other DESCRIPTION 5 bedroom, 2.5 bath with 3 car garage LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penality 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 Contractor's State License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ° I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ° 1 am exempt under Sec. Business and Professions Code for this reason: Reason: WORKERS' COMPENSATION DECLARATION I hereby affirm under penaty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self-insure for workers' compensation, as provided for by Section 3700 of the Labor Code for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of 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). ❑ 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 the workers' compensation laws of California, and agree that, if I should become subject to the worker's 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 ° 1 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. Lender's Name: Lender's 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. 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: _ Date Page t of 2 CY) AP NO.: 040-100-047 1 DATES: 05/02/03 SITE 04 OWNER: Creek Lane 0 CA OWNER: HESS - Phone: (530)891-0789 ADDRESS: r M VALUATION cooE SOFT s/sQ FT VALUATION ELECTRICAL PERMIT O rage z or z R3 R 3770 $54.00 S 203 580.00 Filing 1 S 20.00 1 S 20.00 U 868 $18.00 $ 15 624.00 Main Service COV 934 $13.00 $ 12,142.00 600V or less/200A or less 1 $ 23.00 1 S 23.00 O 80 $7.00 $ 560.00 200+A to 1000A $ 46.00 $ $ New Construction or Additions Roofing x = 0 s .ft. 0 $ 60.00 $ Dwelling Occupied & Accessory Bld s I 4638F$ 0.035 S 162.33 Fireplace A/0 1 1 M 1 $ 1,500.00 New Construction Non-Residentlal TOTAL VALUATION $ 233,406.00 Multi -Outlet Branch Circuits $ 7.50 S PERMIT FEES CITY FEES Power Apparatus & Single Outlet Circuits $ Filing 1 $ 20.00 $ 20.00 Existing Occupied Permit Fee 1 $ 1,108.50 Outlet or Fixtures 1-20 $ 1.00 $ Permit Fees Mobile Homes @ 1/2 Fee $ Outlet or Fixtures 20+ $ 0.50 S Plan Check @ 65% Permit Fee "' -. $ 720.53 Fixed Appliances or Outlets (Res) ea. $ 5.00 $ Plan Check MlnlmunVMobile Home State Approved Plan S 23.00 $ Temporary Service $ 23.00 S Revised Plan Check $ 46.00 $ Moble Home Facilities $ 20.00 $ Energy Plan Check Commercial: 4000+ 0 $ Miscellaneous Wiring S 23.00 S Residential: 1 To Master: 1 $ 23.00 Pre -Inspection $ 23.00 $ Energy Inspection Fee 1 $ 46.00 $ 46.00 Pool Electric $ 30.00 $ Mobile Home Installation Inspection $ 100.00 $ $ $ $ S I $ TOTAL PERMIT FEES $ PLUMBING PERMIT 1,918.03 TOTAL ELECTRICAL PERMIT FEES $ MECHANICAL PERMIT 205.33 Filing 1 $ 20.00 $ 20.00 Filing 1 $ 20.00 $ 20.00 Each Trap 15 $ 7.00 $ 105.00 Heating Up to and including 100,000 BTU $ 15.00 $ Solar or heat pump water heater $ 23.00 $ Greater than 100,000 BTU 2 S 20.00 $ 40.00 Water piping 1 $ 15.00 $ 15.00 Cooling Up to 3 HP and 100,000 BTU 2 $ 15.00 $ 30.00 Each gas water heater or vent 1 S 15.00 $ 15.00 3+ to 15 HP and Over 100,000 BTU $ 25.00 $ Gas piping system 1-5 Outlets 2 5+ Outlets 2 $15/53 S 30.00 Evaporative Cooler $ 15.00 $ Building Sewer 1 $ 15.00 $ 15.00 Extend Ducts In Additions $ 15.00 $ Mobile Home Utilities Sewer: I Water: 1 Gas: 0 $ 20.00 $ Hoods 1 $ 6.50 S 6.60 S 15.00 $ Ventilation 3 S 4.50 $ 13.50 $ Gas Fireplace $ 15.00 $ TOTAL PLUMBING PERMIT FEES $ 200.00 Pellet Stove 1 $ 16.00 S 15.00 IMPACT FEES MECHANICAL PERMIT FEES $ 125.00 SHERIFF TOTAL BUILDING PERMIT FEES $ 2,448.36 Residential Per SF Living Unit $ 360.00 $ TOTAL OF ALL FEES $ 2,448.36 Multiple Per Living Unit $ 252.00 $ MINIMUM PAYMENT OF FEES Commercial Per Sq. Ft. $ 0.03 $ Filing Fees $ 80.00 STATE RESPONSIBILITY AREA SRA Per Structure S 89.00 $ Plan Check Fees $ 743.53 DRAINAGE SRA FEES S Thermalito lResidential Per Living Unit $ 510.00 $ Other Fees: Commercial Per Ordinance 3304 $ MINIMUM PAYMENT OF FEES $ 823.53 STREET IMPROVEMENTS Chico Urban Area Residential Per Each Single Living Unit Per Each Mlt le Living Unit Service Structures Per Sq. Ft. $ $ S 1,982.00 1,370.00 10.19 $ $ - $ PAYMENT INFORMATION - Date: Staff: I Receipt # 1375660 1 Cash Cherk#1 I Check $:1 823.52 Commercial Medical Structures Per Sq. Ft. S 2.22 $ FEES PAIDI 823.52 Industrial Structures Per Sq. Ft. $ 1.02 $ BALANCE OWEDI $ 1,624.84 Residential Per Each Single Living Unit $ 595.00 $ Date:Recei Staff: t # Cash Per Each Mltple Living Unit S 355.00 $ Ch,ck#1 I Check $: Thermalito Urban Area Commercial Per Acre Developed S 23,849.59 $ FEES PAID 0.00 OfficeBALANCE Per Acre S 11,924.80 S OWED $ - Industrial Light Per Acre $ 5,962.40 $ - Date: Staff: I Receipt # I Cash Heavy Per Acre S 1,192.48 $ I Ch.ck#1 I Check $: WATER TENDER Per Parcel S 200.00 $ FEES PAIDI 0.00 RECREATION DISTRICTS - Proof of Payment Only BALANCE OWED $ Chico Area Residential Per Living Unit S 1,189.00 ❑ Date: Staff: Receipt # I Cash Durham Residential Per Sq. Ft. $ 1.04 1 Check # I Check $: ❑ FEES PAID 0.00 NORTH CHICO SPECIFIC PLAN -' BALANCE OWED $ 1,624.84 Residential Per Dwelling SR -1: SR -3: SR-1/PD: 0 $ 3,315.00 $ Occupancy: R3 Construction:Unit ISSUED R7: R2: R3: 0 S Industrial/ Industrial SF Commerical SF Office SF School ` HAZ FEES IMP FLD CDF PRC PD HD Commercial 0 $ SCHOOL DISTRICTS - Proof of Payment Only❑ ❑ O O ❑ O O ❑ ❑ Ma sville Joint Unified - 064 ❑ Note: Flood: AE 1 TOTAL IMPACT FEES Collected by Development Services S - 11 rage z or z T o° � RESIDENTIAL PLAN ,o° ° REVIEW GUIDE ~=`�- • •: - o SINGLE FAMILY, DUPLEXAND ° MISCE J-ANEOUS ONZY 0-w n er. Plans Examiner: Building Permit Number: A. P. Number: G Eti ERkL: I. Zoning requirements - (number of permitted living units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of --iolation. 6. Building permit valuation. PLOT PLAN: 1. Complete parcel size and dimensions. 3 Setbacks, side yard. easements, etc. 3. Other buildings or structures. 4. Grading, fills andior drainage. _ -3— Flood. hazard .... - - — ---- --.. - - -- — - ---- -- 6 Special conditions on Parcel Map: `oise Q SR -A ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage Sees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. 3. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3) 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20'. When window s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens. halls, bathrooms and toilet compartments may have a ceiling height of not Ins than 7 feet measured to the lowest projection from the ailing (Uniform Building Code section 310.6.11 7 All habitable rooms except kitchens shall have an arra of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 GFCI in baths. garage. kitchm wet bar. and exterior receptacles (NEC 210). 9 Water heaters w hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening sato a bath or bedroom (Uniform Plumbing Code section 509.0). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code sedoa 304.4 11 Garage firewall separation - required on garage side including supporting walls and posts (Unhbs Pt d1d" Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove - UNIC section 205 confined space & 223 unconfined space & 304.2). 14 Smok: detectors (Uniform Building Code section 310.9.1). Pagel of 2 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shoe= compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17, $egg walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1, Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced waD panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced hall lines must be continuous throughout the structure. 2. A California licensed architect of registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designees "weC stamp, signature, , registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 18-I-C�. 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 8. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining calls requiring design 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be pro-,ided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral moN,ement. Construction design requirements must be shown on the building plans. 17. Electric, beating, ventilation, plumbing and air conditioning equipment and other sm ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS 1TENIS: 1. Stairway details - landings, rise and run head clearance, handrails (Utriform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). . 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1064.3.3.2). S. TuV wits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUII.DING PERMIT REQUIREMENTS: 1. ❑ S1u. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requiremens. 5. ❑ Use Permit conditions. 6• ❑ Sub -Standard Housing letter. Pace -- of L J!_. SITE PLAN REVIEW APPLICATION Date: 6 r 2— (n AP# Li O —1 O -D -- CLI '7 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: S 21 A C Owners Name: HESS." G L l 4�_4 Owners Address: ) D 6 6 6 i ejJ iC P_> CN 7 G O CA '95") 7 Telephone No.: C9)— 0-7 (� Situs Address: }roPI&P-.N CQ_6Ee_ Lzlj- Proposed Use: ' Residential ® New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ TemporaryTravel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Single Family Remodel RECFIVF Jul. 2 1 "Z003 SACNia�muv... VWApTAS OCTA ESOW S ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building Other: G t r -� le-, O 3- 1 29 Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ 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) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attach t��,� • Flood Zone: • Flood Panel No.: 0 S `D-0 C 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: F 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 S L 2 C3 1,J Side I p Side Street Rear I 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 Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ 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) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[] 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 Man: Map Date of Recording: 2"23—� C> Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: 8 (O Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. ❑■ Page 4 of 5 T ❑ ❑ ❑ Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Bui[ding Permit Site Plan Reviewl.doc Page 5 of 5 Dec 17 02 11:38a p.2 I OWNER -BUILDER VEP.IIFICATI0IV Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide :eZajorlabor and materials for construction of the proposed property �vernent: YES NO ❑ 2. I HAVE HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: // - D-�PROPERTYOWNER: ��s/I d SOCIAL SECURITY NUMBER: 0"DATE: S - Z --v Z NOTE. This Owner -Builder Verification u required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER Dee 17 02 11:37a Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than youiselt you may protect yourself from possible liability if that person applies for the proper permit in his or her name: ' - Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials *and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer. you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and. -if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. • If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "'ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community. or at 1020 N Street, Sacramento, CA 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sina:rel , h ichadl C. Vieiia, C.B.O. Manager, Building Inspection' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. National Pollutant Discharge Elimination System (NPDES) Phase II & SWPPP Non -Certification for Project # for Butte County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board. I, additionally, understand that it is the project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this.project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA.. I certify that appropriate BNIPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BWs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. Signed: Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than 1 acre 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 $700.00 made payable to the State Water Resources Control Board to obtain such a permit, if my project disturbs more than 1 acre of land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to the best of my knowledge and belief, that the information submitted is true, accurate, and complete. Signed: /Y///71 --- Title: pv Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan 7 �. .•� a i" � 4 �: � � ren. �� � _ -.aa a tr•-;�a�-�".��ry7 .�s� ,'`'� �S tfUCtUfe � . €�'.�i�4 783 F.?� � �+ F �mt� ham' AgF Cemments„ WAS 040 ,100 xtures �Growmg Creating Doc# 1.99©RP117*;84 mi'SDate•'2123I1.9,90 �` .T.otalEL&I X22 737 € E .r �s` n:..: ?l, `.?Q �ndS .:7rt i "—''.'`t&..F, b,. P ,ter 1. Current Doc# 200280032109 Date 6Ir2112002 , f? ks;f �.Nn a.� �, 3,. o't-,t y�, M It._,�fa Ff' �€ FIxI..•E"...'sn:O �.:,,t:;3'3r-,€ 11 't s+n,.�;y:,� � r. --R It iDate'c c. .. Killen Doe# , a. t .€ E r� a r � rl �faMH E Asrnt®:esc ®FF,GARDEN'R© SuplCnt<1PP IJ FIag2�E�"�>�E� : � j� OEM tg � rn ���� ExemPt'E€�,��'�•�� p [ �x �["��' �a_.�=*�'Ya�"�� _ - « n. r �a�E,,�•s nr;a:. - • . lJ-Asmt"PF�Penet: iA ,a � � �. � `� �EE���'<! r •T�ax�PP�Pen�`E �` ` � ��E�a`�� � nF € � � • '' ' t � E:" x ,.' .lei • x3`'`P �_ �,a��a:t -� k �L x.wE�ss w� t�'� E kft� an v,=�ft�P �.r��a ;€!i� 1 �k € E u"". .'�� ...: ,2`��..,. ESx �Y nt �• ' y::. :.d. A 4 u`? ,E;;,.. h ,.,.'a„'u'p. �=,�"'E';; E nt •sS IItPBnC�In ;;. Vis: >` a ,ui, lE a • - MOP �$s r aagr o- n -a,i aEaEv ,�.! �€`A�a €F.=ti &_ n w€a�€j+,'• `�-. a'#ia=le��,.E`sw,..... ?E' Flhl-s7d.. • r g " FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 r NATIONAL FLOOD INSURANCE PROGRAM Expires December 31, 200: ELEVATION CERTIFICATE Important Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number CLIFFORD HESS BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number MORGAN CREEK LANE CITY STATE ZIP CODE DURHAM CA 85938 P RIPTION Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) ]APN: b q O — / � — O y-7 �La ., esidential, Non-residential, Addition, Accessory, etc. Use a Comments area, if necessary.) New Residential Structure LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: ❑ GPS (Type): or ##.) ® NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE BUTTE COUNTY, & INCORP. AREAS 060017 BUTTE COUNTY CA B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): SEE C3 BELOW. B11. Indicate the elevation datum used for the BFE in 69: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?❑ Yes ® No Designation Date PWA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Constriction* ❑ Finished Construction C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, ARIA1-A30, ARIAH, AR/AO Complete Items C3. -a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. B4. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX DATE 67. FIRM PANEL B8. FLOOD ZONE(S) B9. BASE FLOOD ELEVATION(S) NUMBER ® No R o EFFECTIVE/REVISED DATE -9••� (Zone AO, use depth of floodria) oft(m) b) Top of next higher floor 060017 0520 C et8198 o c) Bottom of lowest horizontal structural member (V zones only) AE 173.3 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): SEE C3 BELOW. B11. Indicate the elevation datum used for the BFE in 69: ❑ NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)?❑ Yes ® No Designation Date PWA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ® Construction Drawings' ❑ Building Under Constriction* ❑ Finished Construction C2. Building Diagram Number 8 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations —Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, ARIA1-A30, ARIAH, AR/AO Complete Items C3. -a -i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum NGVD 29 Conversion/Comments Elevation reference mark used RM63 Does the elevation reference mark used appear on the FIRM? ❑ Yes ® No R o o a) Top of bottom floor (including basement or enclosure) See Comments. _ft(() -9••� Q� G. • G ••� oft(m) b) Top of next higher floor 174.3 ftm) . 0 ••� v� o c) Bottom of lowest horizontal structural member (V zones only) NIA. _ft.(m) 173.. 4 ft(m) § i E r •�O dry o d) Attached garage (top of slab) o e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 173.4 ft(m) w m E = No. 27 o f) Lowest adjacent (finished) grade (LAG) o Highest adjacent (finished) (HAG) 169.7 ft(m) 169. 7 ft(m) z' W • • CIVIL ��Q' g) grade r_sr� . • • . •' o h) No. of permanent openings (flood vents) within 1 ft above adjacent grade 8 C FOS o ) Total area of all permanent openings (flood vents) in C3.h 3700 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 US. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER ROBERT G. AGEE. JR RCE 27647 TITLE COMPANY NAME Civil Engineer SIERRA WEST SURVEYING. ADDRESS CITY STATE ZIP CODE 5437 BLACK OLIVE DRIVE PARADISE CA 96969 SIGNATURE�j/ L •. ,{.—e] ' I ( SAW (530)877-0253 IMP TANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: 1LDING STREET ADDRESS (Indudng Apt., U0, Suite, andfor Bldg. No.) OR P.0'"RME AND BOX NO. MORGAN CREEK LANE Policy Number CITY STATE ZIP CODE DURHAM CA 95938 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS C3a) The lowest elevation under the crawl space is 169.7 feet NGVD. Cie) The lowest elevation of the machinery and/or equipment servicing the building is the air conditioning corepressor unit at 173.4 feet NGVD. The area of the enclosure is 3700 square feet BENCH MARK on site, is 12" almond tree (naiQ. Elevation =170.12.' ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number_(Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is_ ft(m) _in.(cm) (:]above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available). E3. For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ ft(m) _in.(cm) above the highest adjacent Wade. Complete items C3.h and C3.i on frord of form. E4. The top of the platform of machinery and/or equipment servicing the building is_ ft(m) _in.(cm) ❑ above or ❑ below (checlk one) the highest adjaoent grade. (Use natural grade, if available). E5. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in acoordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, B, C (Iterns C3.h and C3.i only), and E forZone A (without a FEMA4ssued ormnmunity- issued BFE) or Zone AO must sign here. The statements in Sections A, B, C, and E ars correct to the best of my knowledge. OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1. ❑ The information in Section C was taken from other documentation that has been signed and embossed by a I'ioensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMAissued or community4ssued BFE) or Zone A0. G3. ❑ The following infomration (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER I (5. DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COMPLIANCElOCCUPANCY ISSUED G7. This permit has been issued for.[:] New Construction ❑ Substantial Improvement G8. Elevation of as-uuift lowest floor (including basement) of the building is: — –ft(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ . _ ft(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Department ®f Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IIAPORTANT . This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (1997 U.B.C.), 2000 California Plumbing Code (2000 U.P.C.), 2000 California Mechanical Code (2000 U.M.C.), and the 1999 National Electrical Code (1999 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise,.run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.32). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. o Attic access and ventilation (UBC"section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. e Closet lights per N.E.C. Article 410-8. Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o.c max and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec.�l806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bo6m(Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, UBC) Pagel of 2 . Owners Name: Building Permit Number: Plans Examiner: 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. 0 Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U:B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detectors as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4): 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering. Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY 7ITI1 ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate wX also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the 100 -year flood elevation. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. 7. All building materials below the 100 -year flood elevation must be of fire-resistant material. ❑ Fire sprinklers are required in this structure. ❑ This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side and 'from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Building Permit Number: Plans Examiner: 15. Water closet clearances (Uniform Plumbing Code 408.5). 16. Shower compartment minimum 1024 sq. in & 30" circle (Uniform Plumbing Code 412.7). 17, Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced aall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall parcels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced %all lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building that do not comply With the Uniform Building Code. This must include the designees "weC stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). S. Floor construction details complete enough to construct building. 6. Elevations and Wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. S. Fireplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. 13. High expansive soil - special foundation design required. 14. Retaining walls requiring design. 15. Gypsum wallboard nailing inspection required. 16. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net arra of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. kation may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. 17. Electric, heating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MOCELLATEOUS ITEMS: I. Staimw details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). 2. • Guardrails (Uniform Building Code section 509). 3. Bride or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster- weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). 6. Foam insulation - protection. 7. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). S. Tvm exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). 9. Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 10. Attic access and ventilation (Uniform Building Code section 1505). 11. Sound requirements. 12. Energy design compliance and supporting documentation. 13. CDF responsible area requirements. BUILDING PERMIT REQLIRENIENTS: 1. ❑ SRA- 2. RA2. ❑ Flood elevation certificatc. 3. ❑ Fire SprinUers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. Pace -- of 0or 0 0 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, D UPLEXAND MSCELL4AEO US ONLY 0,.%-ner. Building Permit Number: Plans Examiner: A. P. Number: GENER-kL: 1. Zoning requirements — (number of permitted living Units). 2. Plans signed by the designer. 3. Proper description of work on the application. 4. Existing violations on the property. 5. Recorded notice of -violation. 6. Building permit valuation. PLOT PLA: ,r Complete parcel size and dimensions. 2 Setbacks. side yard. easements. etc. 3. Other buildings or structures. 4. Grading, fills andior drainage. Flood -hazard: --- 6 Special conditions on Parcel Map: \,;Oise 0 S? --k 0 Fire Sprinklers C1 Water Tender 0 Traffic and Drainage fees 0 7 Federal Ajd Route and/or Federal Aid Secondary Route setback requirement. S. Building or utilises across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLA -N: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3� 2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). 3. Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The minimum M clear openable height dimension shall be 24". The minimum net clear openable width dimension shall W 20*. When %%indo%% s are prodded as a means of escape or rescue, they shall have a finished sill height not more than 44* above the f1cor (Uniform Building Code section 310.4). 4 Skylights (Uniform Building Code section 2409 & 2603.7). 5. Glazing in Hazardous locations (Uniform Building Code section 2406). 6. Habitable space shall have a ceiling height of not I= than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest Droiection from the ceiling (Uniform Building Code section 310.6.11 7 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not lea than 7 Ent in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). 3 Gk[ in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). 9 Water heaters %% hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom clothes closets or in a closet or other confined space opening Into a both or bedroom (Uniform Plumbing Code section 509-0). 10 Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroonk or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code 5Xft 30-4 11 Garage &e%vall separation - required on garage side including supporting walls and posts (Unifampidid" Code section 302.4 exception #3). 12 Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). 13 Wood stove location - Alcove — UNIC section 203 confined space & 223 unconfined space & 304.2). 14 S mok.- detectors (Uniform Building Code section 310.9.1). Pagel of r� .r SITE PLAN REVIEW APPLICATION Date: FJ 2— 'n AP# H 6 1 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: : 21 A C Owners Name:— E�s ° G L) -�-� Owners Address: ) b b 6A -T OJ r2 f-> CN 7 G d C A 5217 Telephone No.: � )"" ©r7 (3 9 Situs Address: %-�on� N fz, 1� L. _j Proposed Use: 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 ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building it Other: Gfa r:; -1f'4 ie O - 1.29 Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑" 'Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY ` r 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) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attachg • Flood Zone: 11--4y • Flood Panel No.: Index Date: 6r8 —c� ❑ 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/Mu I berry (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 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 Z � � Side I p Side Street Rear I d 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 Amount ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ 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) 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 Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ No ❑ Yes ❑ No ❑ Yes ❑ 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: Map Date of Recording: Lot: ❑ Use Permit/Minor Use Permit Permit Number: fV---, Book: Page: 8 8 (O Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 r ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. EI Page 4 of 5 i x 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:Uvly DocumentskBuilding Permit Site Plan Reviewl.doc Page 5 of 5 FEDERALEMERGENCY MANAGEMENT AGENCY NATIONAL kobo INSURANCE31, 2 PROGRAM O.M.B. No. 077 Expires July 31, 2002 ' ELEVATION'CERTIFICATE "'• Irn ortanti Read •the lnstructlons on pages 1 •7, SECTION A.=;PROPERTY OWNER INFORMATION . :Forlhsunm-ca^EompsrryUser. BUILDING OWNER'S NAME BUILDING STREET ADORESS (Including t.; Unit, Suite; and/or Sld5l. No,) ORP ROUTE AND BOX NO. mper rtrRl Neml�ec . o LNC Cr; y STATEZIP CODE DLJ41-11-4 1 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Pargal Number, Legal Description, etc,) BUILDING USE (e.g., Residential, Non-midertHal, Addition, Acceesory, etc, Use Comments section If necessary.) LATITUDE/LONGfTUOE (OPT)ONAL) HORIZONTAL DATUMt... i PS (Type): SOURCE: 0 ( A r° - AW - ##A#* or. �#.�'.: :.;. � NAD.1927` `..�� NAD 1A83 ` USt33 Quad Mep I --I Other SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 5 ;;J;,;C' ?COUNTYI/• B3. STATE ,�i!•iN I.VN.Ir+U I`111 1 i�H}vtC G ��irl iriul;;r; e r �.+e ,,� •.•,,,:. �, ir`•�— E'U eL P'' r.' Ba. MAP AND PANEL 86.SUFFIX B8. FIRM INDEX 87. IRM PANEL 88. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER „ DATE EF FECTIVE/REVISED DATE ZONE(S) (Zone A0, use depth of rlooding) CYDGO! —O 5Z0 ,..G......• �U N.,.B•,l�gd. ::. C— 174-5 310. Indicate the source of the Base Flood'Elevatlo• . BFE) data or base Mood depth entered In B9,.. r,.sr.•r': ;r 'Con Sl`N Determnod ." ' •Other Destxibe) I_I FIS Profile .......... F1RM.:::;.::::.::.• J--�.. f?I. �-� 311. Indicate the elevation dstunl`used for the-BFE-In B9: (_1•NGVD 1929 NAVD 1988 ) Other (Describe): 3-:2. is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Yes I No Designation Date: .. .... _ . SECTION •C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 31. Building elevations are based on: Construction Drawings' �_IBullding Under Construction' I—(Finished Construction •A new Elevation Certificate will.be required when construction of the building Is complete. �:2 Building Diagram Number 6 (Seled the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7• If no diagram accurately represents the building, provide a sketch or photograph.) j -3. EJavadons — Zones Al -:A30, AE, AH,A (with BFE), VE, VI -V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO Complete items. C34-1 be(ow.eccording to the building diagram specified In Item C2. State the datum used. If the datum is different from the datum used fnr the BFE In Section B,.corivertthe daium.to. a..Used.for.the E.: BFShowfleld measurements and datum conversion calaliadon. Use Jhe space proylded,or the Comments area: of Section D or Section G, ss•approprtate; to document the datum conversion. Datum ConversloN mmerrts Eevatbon reference mark used' Doesthe elevation reference mark used appear on the FIRM? as I No +,, • r. 0 a) Top of bottom floor (Including,beaemenf or:endoatire)' , ,... S �.(m) Q�pF ESS/ nYf hilghmr floor. 7 S ft (m) . O�y, 0 b) Top of e 9 0 c) Bottom of lowest hortzontal•.structural,member (V zones only) R(m) 0 d) Attached garage (top of slab) (L (m) ����'•�Q�G. A FF'•,�� 0 e) Lowest elevation of machineryand/or equlpment . : 00 • '. servicing the bulldltlg [74- 6 FL w Cc ?� 0 0 Lowest adjacent grade (LAG)' (o Z R(m) No. 7647 0 g) Highest adjacent grade (HAG) 69 7 fL(m) 0 h) No. of permanent openlhga (Mood vents) within 1 tabove adjacent grade Q - J,� �J• I V ! Q 0 i) Total area of all permanent openings (flood vents) in C3h d` sta: In. (sq: cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Th s certtifcabon Is to be signed and sealed by a land surveyor, engineer, or anehfted authorized by law to certify elevation information. I carttty that the informat/on In Sections A, 8, and C on. this cerUflcate, represents my best efforts to interpret the data available. I understand that any false statement may be punlshabl.b fine or lm rfsonment under 18 U.S. Code,'Sectfon 1001, CERTIFIER'S NAMEd%3 &/2T /r I G ��� n LICENSE NUMBER — _k: _76147 FrLE C/✓/L E COMPANY NAME T. L)nViFY)�U kDORESSCfTY n �n /s STATE ZIP CODE SIGNATURE " ' DATETELEPHONE DEG 73 D Z �i%-1oZS3 =FaAA Frim A1_141 AI Ir; 00 ' , / CFF RFl/FRRF RInF Ff1R r.rilmmi IAT1r1N RFPI Ar:FR At I PRFVIr1I rR ;:nM 1t.LC so aces, copy the co FoNlInsumnce Company:tjse: In these spaces, rresppriding,lpformatlon from,Soction A. ,REET ADDRESS (Including Apt., Unit, Suits; and/or Bldg, No;) OR P.O, ROUTE AND BOX NO. (.Pbllc%A Number. STATE ZIP CODE Company:NAIC Number. SECTION D - SURVEYOR, ENGINEER; OR ARCHITECT CERTIFICATION (CONTINUED) 3oy both sides .of.this Ele.yatlo.n.Certhlcate for (1) community offIcIal, (2) Insurance agent/company, and (3) building owner. ommENTS #ellopf) _ ON 5/ 76 '. -r. 19 1q, / _-) ) 2" 1 TR eF, Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO and ZONE A (WITHOUT BFE) Zone AO.and Zone. A.(wfthout. BFE),.complete. Items.E.I. through E3.. If the EjqvstIon Certhicate is Intended for use as supporting )rrnadon for a LOMA or !OMR F, SectYori'C rriust.b's'�or»pleted.'� ng Diagram - _i� ... *�_ ng dl*agram'most similar to the building for which this certificate is being completed - see (Select a ull'8i"* see pages 6 and i, If no diagram accurately represents the building, pi&o�4,de a sketch or photograph.) 7the top cf the bottom A0dr..(includlhg,basement or enclosure) of the building Is. 1_I._j ft.(m) 1_1_11n.(cm) 1-1 above or 1-1 below (check one) the',hlgK. 4� adjacent grade—, % For Zone AO only:.if no fl . ood depth number is available, Is the top of the bottom floor elevated In accordance wtth the communitYs loc>dplain �-_'j YiM 'tej No:.. (_I Unknown - The local official must certify this Information in Section G. SECTION F - PROPERTY; OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION �e property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or .>mnnunity-issued SFE) or Zone AO must sign here: ROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAMIr vrr STATE ZIP CODE OGRESS CITY GNATURE • DATE TELEPHONE OwmENTS -nONAL) Check here if attachments :SECTION G �ICOMMUNITY'INFORMATION (OP -3 !or -al official who Is authodzdid by law or ordInhhca to administer the community's flood,plain management ordinance can complete .=ions.A, B, C (or E), and G of this Elevation Certificate: Complete the applicable Item(s) and sign below, The information Ih.S6don.0 was takeQ2 m �r6l, , o th" do6ume f6b o*n that has been signed and embossed by a licensed surveyor. rveyor. . er engineer, or . architect who Is adthdriz6d by state or local law to certify elevation Information. (Indicate the source and date of the c-lc,,-a'!cn dain-In Lhs'Comments area below.) :—I A community offlclal completed Section E fora building located In Zone A (without a FEMA -Issued or community -issued BFE) or Zone AO. L -I The following Information (Items G4 -G9) Is pirovided for community floodplaln management purposes. 4 HERMIT NUMBER GS, DATE PERMIT ISSUED G6. DATE C (; CERTIFICATE 01- UMFLIAN(,WUULUPANCT ISSUED ,his permithes,bee'61itu6clfor.; ',_j t4ewC,6nstrucdon!..-.�LISubstantial Improvement Eievatlo'n of as-bulft lowest floor (Including baser'neht) of Phe. building building is: ft.(m) Datum: SFE or (in Zin6 A0)-depjtll'-.of fido&6 at�h a _bUIIdlng site' I's ft.(m) Datum: _KAL OFFICIAL'S NAME TITLE OMMUNIT'Y NAM 5_ TELEPHONE ;GNATURE DATE OMMENTS Check here if attachments :vA Form A1_11 Al Ir. PA PF:PI Ar.r-.q Al I PPF:\1ini i.q r-niTin&i.-, " �_ 2 A dZG-ry Q-A) _� o L.1-4 c.0 L H 1 la- ' SITE PLAN REVIEW APPLICATION Date: FJ 2= AP# Permit Number (if applicable) 0'S — 12-q , r APPLICANT INFORMATION Parcel Size: :S , 2i AC_ Owners Name: Owners Address: 1 b 6A—i Ofi,) t2 I-> C O CA '�5g 7 Telephone No.: Situs Address: b--, o P` &A � C Peg K L, -j Proposed Use: 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 ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel Other ® Septic Well ❑ Agricultural Exempt Building Other: G� to 2i> , -1 ?_9 .y Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved ❑ 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 Conservatiori Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attach d • Flood Zone: A • Flood Panel No.: D S `a.D C 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 --------------------------_____-________w_�_�___�� ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: fi — ) 0 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 S L, Z O Side Side Street Rear I 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 ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees Amount Formula 0 ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Yes ❑ Yes ❑ 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 Man: Map Date of Recording: Lot: 223-� U ❑ Use Permit/Minor Use Permit Book: > > Page: 8l0 Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval- ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plat must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. El u Page 4 of 5 BUTTE COUNTY Environmental Health AUG 2 0 2003 AGRICULTURAL BUFFER NOTIFICATION AND/ORChico, California UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: �f% Phone: Mailing Address: b V/ Z- 4 %?s it tel' E -Mail address Assessor's Parcel Number. 4 — O y n � Reason you believe you qualify for the unusual circumstances exception: _ Y.- f/ h A �, %'d a or Authorized Agent's signature C_-��-c� Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ................................................................................................................................................... ernal Dept. Contact Info: ,Env. Health ❑ Plann• g // ❑ Building Other Contact Person: Lc . 61 it Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING For Agricultural Commissioner office use only: (to be completed after submittal) DI CRETIONARY PERMITS Planning MINISTERIAL PERMITS (Building) MI Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: �21>^C2A 5► qc w Y�i��' D� � � `e Lo � � -�tz•-� Agricultural Department Signature: Cvft _, Date: 0J6J-Z2 0J6-Z2D A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Hess Residence Date..02/28/03 14:48.26 Project Address........ Morgan Creek Lane ******* Durham, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit 399 East 9th Avenue Plan C ec - Date Chico, CA 95926 530-893-4982 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Hess GENERAL INFORMATION Conditioned Floor Area..... 3770 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Raised Floor Glazing Percentage......... 15.7 % of floor area Average Glazing U -factor... 0.42 Btu/hr-sf-F Average Glazing SHGC....... 0..41 Average Ceiling Height..... 9.2 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments Wall Wood R-17.8 R-0 R-17.8 0.065 Exterior, Garage Door n/a R-0 R-n/a R-0 0.330 Entry Unit, Hall Laundry, Attic Roof Wood R-19 R-19 R-38 0.025 Typical Floor Wood R-19 R-0 R-19 0.037 Typical FloorExt Wood R-19 R-0 R-19 0.048 Bonus Room FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (N) 4.4 0.390 0.350 Standard Standard Yes Window Front (N) 15.0 0.390 0.350 Standard Standard Yes Window Front (N) 15.0 0.390 0.350 Standard Standard Yes Window Front (N) 3.6 0.570 0.670 Standard Standard Yes Door Front (N) 4.8 0.550 0.650 Standard Standard Yes Window -Front (N) 3.6 0.570 0.670 Standard Standard Yes Window Front (N) 15.0 0.390 0.350 Standard Standard Yes Window Front (N) 15.0 0.390 0.350 Standard Standard Yes Window Front (N) 4.4 0.390 0.350 Standard Standard Yes Window Front (N) 10.0 0.390 0.350 Standard Standard Yes Window Front (N) 15.0 0.390 0.350 Standard Standard Yes Window Front (N) 10.0 0.390 0.350 Standard Standard Yes Window Front (N) 12.0 0.390 0.350 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Hess FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left (E) 6.0 0.390 0.350 Standard Standard Yes Window Left (E) 15.0 0.390 0.350 Standard Standard Yes Window Left (E) 15.0 0.390 0.350 Standard Standard Yes Window Back (S) 15.0 0.390 0.350 Standard Standard None Window Back (S) 15.0 0.390 0.350 Standard Standard None Window Back (S) 15.0 0.390 0.350 Standard Standard None Window Back (S) 20.0 0.390 0.350 Standard Standard Yes Window Back (S) 15.0 0.390 0.350 Standard Standard Yes Door Back (S) 40.0 0.550 0.650 Standard Standard Yes Window Back (S) 15.0 0.390 0.350 Standard Standard Yes Window Back (S) 6.0 0.390 0.350 Standard Standard Yes Window Back (S) 4.0 0.390 0.350 Standard Standard None Window Back (S) 15.0 0.390 0.350 Standard Standard None Window Back (S) 15.0 0.390 0.350 Standard Standard None Door Back (SW) 17.8 0.550 0.650 Standard Standard Yes Window Back (SW) 15.0 0.390 0.350 Standard Standard Yes Window Left (SE) 15.0 0.390 0.350 Standard Standard Yes Window Left (SE) 18.0 0.390 0.350 Standard Standard Yes Door Right (W) 17.8 0.550 0.650 Standard Standard Yes Window Right (W) 15.0 0.390 0.350 Standard Standard Yes Window Right (W) 15.0 0.390 0.350 Standard Standard Yes Window Right (W) 15.0 0.390 0.350 Standard Standard Yes Window Right (W) 15.0 0.390 0.350 Standard Standard Yes Window Right (W) 15.0 0.390 0.350 Standard Standard Yes Door Right (W) 17.8 0.550 0.650 Standard Standard Yes Window Right (W) 6.0 0.390 0.350 Standard Standard Yes Window Right (W) 6.0 0.570 0.670 Standard Standard Yes Window Right (W) 12.0 0.390 0.350 Standard Standard Yes Door Right (W) 40.0 0.390 0.350 Standard Standard Yes Skylight Front (N) 6.0 0.440 0.350 None None None Skylight'Back (S) 6.0 0.440 0.350 None None None HVAC SYSTEMS Refrigerant Tested ACOA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.800 AFUE n/a Attic R-4.2 No No Setback ACSplit 12.00 SEER No Attic R-4.2 No No Setback CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Hess WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Storage Gas Standard External Insulation R -value 2 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Water Heating System REMARKS The entry door glass, French doors, and acrylic block window were assigned CEC default U -factors and default SHGC-values. Skylights shall be wood -framed with dual -pane, low -e glass by Velux or approved equal. These units have a maximum 0.44 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturer Typical fenestration shall be viny-framed with dual -pane, low -e glass by Insulate, Milgard, or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Hess COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. ESIGNE or OWNER DOCUMENTATION AUTHOR Name.... Robert McCauley Company. Robert McCauley Const. Address. 1221 West Wind Drive Chico, CA 95926 Phone... 530-345-6647 License. -*/358-0 Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. ate Name.... Donna Wallace Company. Address. 399 East 9th Avenue Chico, CA 95926 Phone... 530-893-4982 Signed.._TTov,r�"OY�c.� Z/2S/3 ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Hess Residence Date..02/28/03 14:48:26 Project Address........ Morgan Creek Lane ******* Durham, California *v6.01* Documentation Author... Donna Wallace ******* Building Permit Climate Zone........... Compliance Method...... 399 East 9th Avenue Chico, CA 95926 530-893-4982 11 MICROPAS6 v6.01 for Plan C ec Date Fie C Hec Date 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Hess Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er *150(a): Minimum R-19 ceiling insulation. R-38 ment 150(b): Loose fill insulation manufacturer's labeled R -Value. BY *150(c): Minimum R-13 wall insulation in wood framed walls or CONTR. equivalent U -factor in metal frame walls (does not apply to exterior mass walls). R-19 *150(d): Minimum R-13 raised floor insulation in framed floors. R-19 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. LOOSE FILL & BATT FIBERGLASS 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. BY CONTRACTOR 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N/A 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N/A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. BY CONTRACTOR MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title..:....... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Hess SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. BY CONTRACTOR 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ATTACHED 150(i): Setback thermostat on all applicable heating and/or cooling systems. BY CONTRACTOR 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. BY CONTRACTOR *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. BY CONTRACTOR 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. N/A 115: Gas-fired central furnaces, pool heaters, spa heaters or MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM MF -1R User#-MP0995 User- Run -Hess household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). L.P. GAS - N/A LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. BY CONTRACTOR 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. BY CONTRACTOR COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Hess Residence Date..02/28/03 14:48:26 Pro'ect Add M C kL ******* ress........ rgan ree oane Durham, California *v6.01* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.......... 11 Building Permit Plan Check Date Fie C ec Date Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Hess MICROPAS6 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin' Space Heating.......... 17.14 16.73 0.41 Space Cooling.......... 10.89 9.65 1.24 Water Heating.......... 7.56 8.71 -1.15 Total 35.59 35.09 0.50 *** Building complies with Computer Performance *** Zone Type HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction 'Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 3770 sf Single Family Detached New Front Facing 0 deg (N) 1 2 ReducedYear Raised Floor 1 34580 cf 0 sf 15.7 % of floor area 0.42 Btu/hr-sf-F 0.41 9.2 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit 3770 34580 1.00 Yes Setback 8.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Hess OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 802 0.065 17.8 0 90 Yes W.19.2X6.16 Exterior 2 Door 28 0.330 0 0 90 Yes None Entry Unit 3 Wall 153 0.065 17.8 0 90 No W.19.2X6.16 Garage 4 Wall 51 0.065 17.8 45 90 No W.19.2X6.16 5 Door 18 0.330 0 45 90 No None Hall 6 Wall 34 0.065 17.8 315 90 No W.19.2X6.16 7 Door 17 0.330 0 315 90 No None Laundry 8 Wall 9 0.065 17.8 270 90 No W.19.2X6.16 9 Wall 240 0.065 17.8 90 90 No W.19.2X6.16 10 Wall 467 0.065 17.8 90 90 Yes W.19.2X6.16 11 Door 18 0.330 0 90 90 Yes None Attic 12 Wall 828 0.065 17.8 180 90 Yes W.19.2X6.16 13 Wall 54 0.065 17.8 225 90 Yes W.19.2X6.16 14 Wall 54 0.065 17.8 135 90 Yes W.19.2X6.16 15 Wall 672 0.065 17.8 270 90 Yes W.19.2X6.16 16 Roof 3547 0.025 38 n/a 0 Yes R.38.2X6.16 Typical 17 Floor 3490 0.037 19 n/a 0 No FC.19.2X8.16 Typical 18 F1oorExt 69 0.048 19 n/a 0 No FX.19.2X8.16 Bonus Room FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 4.4 0.390 0.350 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 3.6 0.570 0.670 0 90 Standard/0.76 Standard/0.68 5 Door Front (N) 4.8 0.550 0.650 0 90 Standard/0.76 Standard/0.68 6 Window Front (N) 3.6 0.570 0.670 0 90 Standard/0.76 Standard/0.68 7 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 8 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 9 Window Front (N) 4.4 0.390 0.350 0 90 Standard/0.76 Standard/0.68 10 Window Front (N) 10.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 11 Window Front (N) 15.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 12 Window Front (N) 10.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 13 Window Front (N) 12.0 0.390 0.350 0 90 Standard/0.76 Standard/0.68 14 Window Left (E) 6.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 15 Window Left (E) 15.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 16 Window Left (E) 15.0 0.390 0.350 90 90 Standard/0.76 Standard/0.68 17 Window Back (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 18 Window Back (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 19 Window Back (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 20 Window Back (S) 20.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 21 Window Back (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 22 Door Back (S) 40.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 23 Window Back (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 24 Window Back (S) 6.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Hess FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 25 Window Back (S) 4.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 26 Window Back (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 27 Window Back (S) 15.0 0.390 0.350 180 90 Standard/0.76 Standard/0.68 28 Door Back (SW) 17.8 0.550 0.650 225 90 Standard/0.76 Standard/0.68 29 Window Back (SW) 15.0 0.390 0.350 225 90 Standard/0.76 Standard/0.68 30 Window Left (SE) 15.0 0.390 0.350 135 90 Standard/0.76 Standard/0.68 31 Window Left (SE) 18.0 0.390 0.350 135 90 Standard/0.76 Standard/0.68 32 Door Right (W) 17.8 0.550 0.650 270 90 Standard/0.76 Standard/0.68 33 Window Right (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 34 Window Right (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 35 Window Right (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 36 Window Right (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 37 Window, Right (W) 15.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 38 Door Right. (W) 17.8 0.550 0.650 270 90 Standard/0.76 Standard/0.68 39 Window Right (W) 6.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 40 Window Right (W) 6.0 0.570 0.670 270 90 Standard/0.76 Standard/0.68 41 Window Right (W) 12.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 42 Door Right (W) 40.0 0.390 0.350 270 90 Standard/0.76 Standard/0.68 43 Skylight Front (N) 6.0 0.440 0.350 0 40 None/1 None/1 44 Skylight Back (S) 6.0 0.440 0.350 180 40 None/1 None/1 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 4.4 n/a 3.2 12.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 15.0 n/a 5.0 12.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 15.0 n/a 5.0 12.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 3.6 n/a 3.3 16.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 4.8 n/a 3.3 16.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 3.6 n/a 3.3 16.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 15.0 n/a 5.0 12.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 15.0 n/a 5.0 12.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 4.4 n/a 3.2 12.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 10.0 n/a 5.0 1.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 15.0 n/a 5.0 1.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 10.0 n/a 5.0 1.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 12.0 n/a 4.0 1.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 6.0 n/a 3.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 15.0 n/a 5.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 15.0 n/a 5.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 20 Window 20.0 n/a 5.0 10.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 15.0 n/a 6.0 13.8 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 22 Door 40.0 n/a 6.7 13.8 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 23 Window 15.0 n/a 6.0 13.8 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 24 Window 6.0 n/a 3.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 28 Door 17.8 n/a 6.7 10.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Hess OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 29 Window 15.0 n/a 5.0 10.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 30 Window 15.0 n/a 5.0 10.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 31 Window 18.0 n/a 6.0 10.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 32 Door 17.8 n/a 6.7 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 33 Window 15.0 n/a 5.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 15.0 n/a 5.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 15.0 n/a 5.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 36 Window 15.0 n/a 5.0 11.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 37 Window 15.0 n/a 5.0 11.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 38 Door 17.8 n/a 6.7 11.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 6.0 n/a 3.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 40 Window 6.0 n/a 3.0 2.0 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 41 Window 12.0 n/a 4.0 1.5 0.7 n/a n/a n/a n/a n/a n/a n/a n/a 42. Door 40.0 n/a 6.7 1.5 0.1 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 12.00 SEER No Attic R-4:2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 2 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Water Heating System REMARKS The entry door glass, French doors, and acrylic block window were assigned CEC default U -factors and default SHGC-values. Skylights shall be wood -framed with dual -pane, low -e glass by Velux or approved equal. These units have a maximum 0.44 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data COMPUTER METHOD SUMMARY Page 5 C -2R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Hess REMARKS provided by manufacturer Typical fenestration shall be viny-framed with dual -pane, low -e glass by Insulate, Milgard, or approved equal. These units have a maximum 0.39 U -factor and a maximum 0.35 SHGC-value. Reference: NFRC data provided by manufacturers CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Hess Residence Date..02/28/03 14:48:26 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -FORM 3R User#-MP0995 User- Run -Hess Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference Name . R.38.2X6.16 Description .... Roof R-38 2x6 16oc Type ........... Roof R -Value 38 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.10 Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphalt shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. OSB.0.4375 7/16 in OSB sheathing 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 19.00 6c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 6f. FIR.2X6 2x6 fir -- 5.45 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 41.15 27.60 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 41.15 x 0.90) + (1 / 27.60 x 0.10) = 0.025 Btu/hr-sf-F Total R -Value: 1 / 0.025 = 39.22 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Title.......... Hess Residence Date..02/28/03 14:48:26 Project Address ......... Morgan Creek Lane ******* Durham, California *v6.01* Documentation Author... Donna Wallace ******* 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. Plan C ec Date Fie 1 d C ec Date MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Hess GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude- ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3770 sf 34580 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load deg (N) Heating Cooling (Btuh) (Btuh) 20190 9142 Building Permit n/a 9194 21867 7185 MICROPAS6 v6.01 File -HESS Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Hess GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude- ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 3770 sf 34580 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Minimum Total Load deg (N) Heating Cooling (Btuh) (Btuh) 20190 9142 10718 5982 n/a 9194 21867 7185 n/a 2100 5278 3360 58053 36963 n/a 7393 58053 44356 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. 3126 o3 STRUCTURAL CALCULATIONS Frank M. Glazewski architect Structural designer 1370 Ridgewood Drive Suite 10 Chico, California 95973 Tel (530) 343-4630 Fax (530) 893-0532 5 MR1. I�q G e TIM neral"data Wind loading; Basic wind speed mph Exposure Design method Structure category Enclosed Seismic; Seismic zone Gravity loading; Assembly; Applicable DL LL Reducible LL? Sloped roof - less than 4:12 No0�! Q.'O 14 A0' 02 44' Yesxg Sloped roof - greater than 4:12 f'.00-1 "TI.- Upper floor -1 Y es X ' Lower floor �;,"*', 'Yes: . 0'10' Soil data; UBC Classification 5 Allowable bearing 1.000 ksf 1 �- Soil 7 9^'g' Soil data Soil classification: Reference table 18-1-A 1997 UBC Input data for user defined classification Allowable bearing pressure ''`ObOO ksf Max. allowable pressure 0:000 ksf Increase for depth ': OOdO;< ksf/ft depth Increase for width x;`0:000 ksf/ft width Friction coefficient Friction coefficient 0.000 Lateral bearing (passive) .''0':00.0° ksf/ft. of depth below grade Increase for wind/seismic Increase for wind/seismic 1.330 Include footing weight when calculating soil pressure ? � �. -.esi 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 Page 1 Soil weight: , ,—O --- kcf .a,�-..r��.�nR" g�["^I"^"'n'T7 J C.T'' ',.....�4"."'�. Design capacity'of framing'members .�o,�4a sA'� "ia�.,M * r_ rey, r y.4J l'�. Load duration factor. 1:25, Unless noted, 2x and 4x members are DF#2.6x members are. DF#1 Member size Mcap Vcap I(in"4) 2x4 0.419 0.416 5.360 '-0896-' r ;..r 0'. -� _ 10.570 1441.410 2x8 1.438 0.861 47.640 2x10>' ; 1 099 :.2145' 2x12 2.884 1.336 177.980 2x14^_ _ 4x4 0.978 0.970 12.510 ."1j ' `. rK' 1 524�� "�'�48530 r� :1 48 3.633 2.009 111.150 412 7.403 3.118 415.280 4x14 3 671 ` ;, ;:94335 �r tY .s �s r,..a. ., 6x6 3.900 2.143 76.260 :.: r- "S'�; Y s�'F i*i°.rp atl ��'f 7a... .;- .-.TT..�.,.�.:��,._.•*.x'C '7'."-^ ,a.�--kT''a ` s 31'74 660 .. -,..3..::$,. .. �4..1 ,.. ... r. ..r j;��,. h�-ro.U�:;� z - i.c .,[.,vtw:. 7.,Si tj!'�.r.-.:.}•v'..� t'.?._ .. �:a., 600 11.030 3.604 362.750 604 22.259 5.163 1066.180 3 :125210 N5fh�,, `pip-14'355�;�a� F4`5t11 n301470 3.125x12 18.750 5.156 450.000 3:125x1.3.5 `23 423 `r5 801 a.. _.�. 3.125x15 28.580 6.445 878.910 3.125x16:5, 34 218:1169.820; 3.125x18 40.329 7.735 1518.750 5t43,�.��. �°�,f ��49,4�:1400 ;,5F�125xs10.5��`��'�t�� R x..23 E c„57�399t:���s;.�,W:•�"H �,, 5.125x12 30.750 8.456 738.000 5:125x13 5; ;.38 4<13 � 'tib r 9 514 n1IZ;4 7' 90 _u> .�w 5.125x15 46.870 10.570 1441.410 5.125x165` 5.125x18 66.140 12.685 2490.750 i Load Sum ✓`� / I 10 3, v I ►rS i kvl i S C- i r U1 (1) U1 E- F- F- W WIIIU.! IL Il.l 1J S_7 -M U) (0 U) n O O _ N -Z (V N N N N N rr ..G�eck rn�x spa., �ynic�r 00-F v j L..�dt.Q =, 003 Ksf o I& ISS Pza, F- 2x.6�2i " oG Zx-6 Cec (<tA y ,i o� Sfs; vo _ ,oaf Kst to � s f 200 " "0 2x�/ (0`(��G 13 -Z" i w z ,3 22,ZS' t It , (1) U) f-- K/ www W= ISoI�) = .ZIp� �U w iu nn nn vi nin WXX= IS C,oI .2y0�`�� 000 1.0 00 *- CJ N N N NtV N See. r , 1-10 i� a3 , ,s Ply= 2, 3M See. r , 1-10 i� J Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev: 560000 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -1 Title : Dsgnr: Description Scope : Multi -Span Timber Beam Job # Date: 4:06PM, 24 MAR 03 . Page 1 \\vaio\d\ec55 data\hesshouse.ecw:Calculations General Information Truss Joist - MacMillan, Parallam 2.0E Fb : Basic Allow 2,900.0 psi Elastic Modulus 2,000.0 ksi All Spans Considered as Individual Beams Fv : Basic Allow 290.0 psi Load Duration Factor 1.250 Calculations are designed to 1997 NDS and 1997 UBC Requirements Timber Member Information Yes 210.00 240.00 A Description k Span 1 Span 2 Span ft in -k 22.25 11.50 Timber Section P Ilm: 5.25x14Qrllm: 5.25x11. Beam Width in 5.75 5.250 5.250 Beam Depth in 0.0 14.000 11.875 End Fixity 0.0 Pin - Pin Pin - Pin Le:Unbraced Length ft 723.5 0.00 0.00 Member Type 3,625.0 @X= ft Loads Bending OK Shear @ Left k Live Load Used This Span ? Dead Load #/ft Live Load #/ft Yes 210.00 240.00 Yes 210.00 240.00 Results k 2.34 1.21 Mmax @ Cntr in -k 334.2 89.3 @X= ft 11.12 5.75 Max @ Left End in -k 0.0 0.0 Max @ Right End in -k 0.0 0.0 fb : Actual psi 1,948.5 723.5 Fb : Allowable psi 3,625.0 3,625.0 @X= ft Bending OK Bending OK Shear @ Left k 5.01 2.59 Shear @ Right k 5.01 2.59 fv : Actual psi 92.6 52.3 Fv : Allowable psi 362.5 362.5 Deflection in Shear OK Shear OK Reactions & Deflection DL @ Left k 2.34 1.21 LL @ Left k 2.67 1.38 Total @ Left k 5.01 2.59 DL @ Right k 2.34. 1.21 LL @ Right k 2.67 1.38 Total @ Right k 5.01 2.59 Max. Deflection in 1.033 -0.121 @X= ft 11.12 5.75 Query Values Location ft 0.00 0.00 Moment in -k 0.0 0.0 Shear k 5.0. 2.6 Deflection in 0.0000 0.0000 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev: 560000 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -1.1 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:08PM, 24 MAR 03 Page 1 \\vaio\d\ec55 data\hesshouse.ecw:Calculations General Information lbs Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 6x12 lbs Center Span 10.75 ft .....Lu 0.00 ft Beam Width 5.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.1 Span= 10.75ft, Beam Width = 5.500in x Depth = 11.5in, Ends Bm Wt. Added to Loads 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 pcf E 1,600.0 ksi Full Length Uniform Loads Center DL 35.00 #/ft LL 40.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Live Load 2,670.0 lbs lbs lbs lbs lbs lbs lbs ...distance 6.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 10.75ft, Beam Width = 5.500in x Depth = 11.5in, Ends are Pin -Pin Max Stress Ratio 0828 : 1 Maximum Moment 14.1 k -ft Maximum Shear * 1.5 5.3 k Allowable 17.0 k -ft Allowable 6.7 k Max. Positive Moment 14.11 k -ft at 6.493 ft Shear: @ Left 2.47 k Max. Negative Moment 0.00 k -ft at 10.750 ft @ Right 3.52 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.153in Max. M allow 17.05 Reactions... @ Right 0.000in fb 1,396.66 psi fv 83.36 psi Left DL 1.20 k Max 2.47 k Fb 1,687.50 psi Fv 106.25 psi Right DL 1.69 k Max 3.52 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.102 in -0.214 in Deflection 0.000 in 0.000 in ...Location 5.676 ft 5.676 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,264.3 603.45 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.153 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in a to Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Title: Dsgnr: Description Scope : Job # Date: 4:08PM, 24 MAR 03 Rev: 560000 Page 2 User: KW -060481 5. Ver 5.6.0, 2 -Sep -2002 General Timber Beam g (c)1983-2002 ENERCALC Engineering Software \\vaio\d\ec55 data\hesshouse.ecw:Calculations Description RB -1.1 Stress 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 Read Allowable fb @ Center 14.11 k -ft 100.34 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 3.70 k 5.27 k Area Required 34.821 in2 49.624 in2 Fv: Allowable 106.25 psi 106.25 psi Bearing @ Supports Max. Left Reaction 2.47 k Bearing Length Req'd 0.718 in Max. Right Reaction 3.52 k Bearing Length Req'd 1.023 in wiAQ= wiQ,Q (,�(z Cot 2 C zoo= 2-(,0( 10)- F* -3 p(O- SNl- p, k3 -N Frank M Glazewski - Architect Title : .lob # 1370 Ridgewood Drive Suite 10 Dsgnr: Date: 4:02PM, 24 MAR 03 Chico, California 95973 Description 530-343-4630 Scope: fax 530-893-0532 Rev: 560000 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 General Timber Beam Page 1 (c)1983-2002 ENERCALC Engineering Software \\vaio\d\ec55 dala\hesshouse.ecw:Calculations Description RB -3 General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 Center Span 15.50 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 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 60.00 #/ft LL 85.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 15.50ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.234 : 1 Total Load Left Cantilever... uead Loaa 1 otal Loao Deflection Maximum Moment -0.206 in Deflection 4.7 k -ft Maximum Shear " 1.5 1.8 k Allowable 0.0 19.9 k -ft 1,995.7 Allowable 12.1 k Max. Positive Moment 4.66 k -ft at 7.750 ft Shear: @ Left 1.20 k Max. Negative Moment 0.00 k -ft at 0.000 ft 0.000 in @ Right 1.20 k Max @ Left Support 0.00 k -ft 0.000 in Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Bending Analysis @ Center 0.140in Max. M allow 19.88Reactions... Ck 21.298 Le 0.000 ft Sxx 82.259 in3 Area @ Right 0.000in fb 679.50 psi fv 43.38 psi Left DL 0.54 k Max 1.20 k Fb 2,900.00 psi Fv 290.00 psi Right DL 0.54 k Max 1.20 k Deflections Center Span... Dead Load Total Load Left Cantilever... uead Loaa 1 otal Loao Deflection -0.093 in -0.206 in Deflection 0.000 in 0.000 in ...Location 7.750 ft 7.750 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,995.7 902.02 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.140 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs Bending Analysis Ck 21.298 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Rea'd Allowable fb @ Center 4.66 k -ft 19.27 in3 2,900.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,900.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.80 k 1.80 k Area Required 6.217 in2 6.217 in2 Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 1.20 k Bearing Length Req'd 0.528 in Max. Right Reaction 1.20 k Bearing Length Req'd 0.528 in IZ Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Sotlware Description RB -4 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:04PM, 24 MAR 03 Page 1 \\vaio\d\ec55 dala\hesshouse.emCalculalions General Information 0.222 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 Center Span 17.25 ft .....Lu 0.00 It Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type 2.0 k Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 19.9 k -ft Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 Fv Allow 290.0 psi Beam End Fixity Pin -Pin Fc Allow 650.0 psi Wood Density 35.000pcf E 2,000.0ksi Full Length Uniform Loads Center DL 14.00 #/ft LL 20.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Live Load 660.0 lbs lbs lbs lbs lbs lbs lbs ...distance 13.750 ft 0.000 It 0.000 ft 0.000 ft 0.000 ft 0.000 It 0.000 ft Beam Design OK Span= 17.25ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.222 : 1 Left Cantilever... Dead Load Total Load Deflection -0.109 in Maximum Moment Deflection 4.4 k -ft Maximum Shear " 1.5 2.0 k Allowable 0.0 19.9 k -ft 932.38 Allowable 12.1 k Max. Positive Moment 4.41 k -ft at 13.731 ft Shear: @ Left 0.62 k Max. Negative Moment 0.00 k -ft at 17.250 ft @ Right 1.34 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Center 0.163in Max. M allow 19.88Reactions... @ Right 0.000 in fb 643.14 psi fv 48.25 psi Left DL 0.32 k Max 0.62 k Fb 2,900.00 psi Fv 290.00 psi Right DL 0.64 k Max 1.34 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.109 in -0.222 in Deflection 0.000 in 0.000 in ...Location 9.246 It 9.315 It ...Length/Deft 0.0 0.0 ...Length/Deft 1,907.3 932.38 Right Cantilever... Camber ( using 1.5' D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.163 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in l3 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev: 560000 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -4 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:04PM, 24 MAR 03 Page 2 \\vaio\d\ec55 data\hesshouse.ecw:Calcutations Stress Calcs Bending Analysis Ck 21.298 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 4.41 k -ft 18.24 in3 2,900.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,900.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support . Design Shear 0.94 k 2.01 k Area Required 3.227 in2 6.915 in2 Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Max. Left Reaction 0.62 k Bearing Length Req'd 0.274 in Max. Right Reaction 1.34 k Bearing Length Req'd 0.588 in cr, co cn rf-F- :rz V) Cry to 000 nc�0 *- C1 cJ CJ N N N N Q \frjl l L P� vi Ti z o I N = .35Ok`f' H-G.LrVS-SI/ P� cQ •3Z'= P� LJ(PZ Z(-Ol q) =- , o' 2- 5 �/" Ste. r, I�'I� IS 3 L3T-- Zia Ste. r, I�'I� IS 9 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev: 560000 User: KW0604815. Ver 5.6.0, 2 -Sep -2002 (c)1983.2002 ENERCALC Engineering Software Description RB -5 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:16PM, 24 MAR 03 Page 1 \\vaio\d\ec55 data\hesshouse.ecw:Calculations General Information lbs Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 5.25x14.0 lbs Center Span 19.75 ft .....Lu 0.00 it Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 it Beam Depth 14.000 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 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 350.00 #/ft LL 400.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Live Load lbs lbs lbs lbs lbs lbs lbs ...distance 0.000 ft 0.000 ft 0.000 it 0.000 ft 0.000 ft 0.000 it 0.000 ft Summary Beam Design OK Span= 19.75ft, Beam Width = 5.250in x Depth = 14.in, Ends are Pin -Pin Max Stress Ratio 0.723 : 1 Maximum Moment 37.4 k -ft Maximum Shear " 1.5 11.4 k Allowable 51.8 k -ft Allowable 26.6 k Max. Positive Moment 37.44 k -ft at 9.875 it Shear: @ Left 7.58 k Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 7.58 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.787in Max. M allow 51.81Reactions... @ Right 0.000in fb 2,619.67 psi fv 154.75 psi Left DL 3.95 k Max 7.90 k Fb 3,625.00 psi Fv 362.50 psi Right DL 3.63 k Max 7.58 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.524 in -1.095 in Deflection 0.000 in 0.000 in ...Location 9.875 ft 9.875 ft ...Length/Dell 0.0 0.0 ...Length/Deft 451.9 216.48 Right Cantilever... Camber ( using 1.5' D.L. DO ) ... Deflection 0.000 in 0.000 in @ Center 0.787 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev:560000 User: KW -0604815, ver 5.6.0, 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software Description RB -5 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:16PM, 24 MAR 03 Page 2 \\vain\d\ec55 data\hesshouse.ecw:Calculations Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 171.500 in3 Area 73.500 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 37.44 k -ft 123.94 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 11.37 k 11.37 k Area Required 31.377 int 31.377 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 7.90 k Bearing Length Req'd 2.316 in Max. Right Reaction 7.58 k Bearing Length Req'd 2.222 in Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 (c)1983-2002 ENERCALC Engineering Software cm Description RB -6 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:18PM, 24 MAR 03 Page 1 \\vaio\d\ec55 data\hesshouse.emCalcutations General Information 0.477 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 5.25x11.875 Center Span 19.50 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 37.3 k -ft 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 28.00 #/ft LL #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 3,630.0 lbs 540.0 lbs lbs lbs lbs lbs lbs Live Load 3,950.0 lbs lbs lbs lbs lbs lbs lbs ..distance 2.330 ft 16.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 19.50ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.477 : 1 Total Load Left Cantilever... ueao Loaa total Loao Maximum Moment -0.381 in 16.6 k -ft Maximum Shear' 1.5 10.8 k Allowable 8.736 ft 37.3 k -ft 0.0 Allowable ...Length/Deft 22.6 k Max. Positive Moment 16.64 k -ft at 2.340 ft Shear: @ Left 7.19 k Max. Negative Moment 0.00 k -ft at 19.500 ft 0.572 in @ Right 1.77 k Max @ Left Support 0.00 k -ft @ Left 0.000 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in @ Center 0.572in Max. M allow 37.27Reactions... @ Right 0.000 in fb 1,617.84 psi fv 173.04 psi Left DL 3.71 k Max 7.19k Fb 3,625.00 psi Fv . 362.50 psi Right DL 1.30 k Max 1.77 k Deflections Center Span... Dead Load Total Load Left Cantilever... ueao Loaa total Loao Deflection -0.381 in -0.639 in Deflection 0.000 in 0.000 in ...Location 9.048 ft 8.736 ft ...Length/Deft 0.0 0.0 ...Length/Deft 613.9 366.01 Right Cantilever... Camber ( using 1.5 • D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.572 in ...Length/Deft 0.0 0.0 @ Left 0.000 in @ Right 0.000 in N Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Rev: 560000 User: " 0604815, Ver 5.6.0. 2 -Sep -2002 Description RB -6 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:18PM, 24 MAR 03 Page 2 \\vaio\d\ec55 dala\hesshouse.em:Calculalions Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Reo'd Allowable fb @ Center 16.64 k -ft 55.07 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 10.79 k 2.65 k Area Required 29.760 in2 7.322 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 7.19 k Bearing Length Req'd 2.108 in Max. Right Reaction 1.77 k Bearing Length Req'd 0.519 in JJ (;; v; • C.I N N C\ C1 Cl' N wjQ= Z( Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: KW -0604815, Ver 5.6.0. 2 -Sep -2002 (c)1983.2002 ENERCALC Engineering Software Description R13-5.1 Title : Dsgnr: Description Scope: General Timber Beam Job # Date: 4:32PM, 24 MAR 03 Page 1 \WaiMMec55 daWhesshouse.ecw:Calcutations General Information 0.559 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 5.25x11.875 Center Span 13.50 ft .....Lu 0.00 ft Beam Width 5.250 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads Allowable 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 420.00 #/ft LL 480.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 13.50ft, Beam Width = 5.250in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.559 : 1 Total Load Left Cantilever... Dead Load Maximum Moment Deflection 20.8 k -ft Maximum Shear " 1.5 Allowable ...Location 37.3 k -ft 6.750 ft Allowable 0.0 Max. Positive Moment 20.85 k -ft at 6.750 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 13.500 ft Deflection @ Right Max @ Left Support 0.00 k -ft 0.333 in Bearing @ Supports Camber: @ Left Max @ Right Support 0.00 k -ft 0.000 in Bearing Length Req'd 1.810 in @ Center Max. M allow 37.27@ 0.000 in Reactions... Right fb 2,027.58 psi fv 148.63 psi Left DL 2.94 k Max Fb 3,625.00 psi Fv 362.50 psi Right DL 2.94 k Max Deflections Beam Design OK 9.3 k 22.6 k 6.18 k 6.18 k 0.000 in 0.333 in 0.000 in 6.18k 6.18 k Center Span... Dead Load Total Load Left Cantilever... Dead Load I otal Loaa Deflection -0.222 in -0.467 in Deflection 0.000 in 0.000 in ...Location 6.750 ft 6.750 ft ...Length/Deft 0.0 0.0 ...Length/Deft 729.9 347.08 Right Cantilever... 9.27 k Camber ( using 1.5' D.L. Defl ) ... 25.561 in2 Deflection 0.000 in 0.000 in @ Center 0.333 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 1.810 in Max. Right Reaction 6.18 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 123.389 in3 Area 62.344 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 20.85 k -ft 69.02 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 9.27 k 9.27 k Area Required 25.561 in2 25.561 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 6.18 k Bearing Length Req'd 1.810 in Max. Right Reaction 6.18 k Bearing Length Req'd 1.810 in cn co co uI!au we�w CD C O =1130IIII& I mak= zo/z ,OWN = .(y0K/i w,a = z o,(Z ' i S wry' lyz (,o I�� _ .133 wo = I �z C 016 = ,IS zK/' v') vj i I L zz 2� Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Description RB -7 Title: Dsgnr: Description Scope : General Timber Beam Job # Date: 4:35PM, 24 MAR 03 Page 1 \\vaio\d\ec55 daWhesshouse.em:Calculalions General Information 0.264 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 Dead Load Center Span 13.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.875 in Right Cantilever ft ......Lu 0.00 ft Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 0.0 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 140.00 #/ft LL 160.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary iBeam Design OK Span= 13.00ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.264 : 1 Total Load Left Cantilever... Dead Load I otal Load Maximum Moment -0.099 in 6.6 k -ft Maximum Shear * 1.5 3.0 k Allowable 6.500 ft 24.8 k -ft 0.0 Allowable ...Length/Deft 15.1 k Max. Positive Moment 6.55 k -ft at 6.500 ft Shear: @ Left 2.02 k Max. Negative Moment 0.00 k -ft at 13.000 ft @ Right 2.02 k Max @ Left Support 0.00 k -ft 0.000 in 2.02 k Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft 0.886 in @ Center 0.148in Max. M allow 24.85Reactions... @ Right 0.000in fb 955.65 psi fv 72.75 psi Left DL 0.98 k Max 2.02 k Fb 3,625.00 psi Fv 362.50 psi Right DL 0.98 k Max 2.02 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load I otal Load Deflection -0.099 in -0.204 in Deflection 0.000 in 0.000 in ...Location 6.500 ft 6.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,579.8 764.70 Right Cantilever... 3.02 k Camber ( using 1.5 * D.L. Defl ) ... 8.341 in2 Deflection 0.000 in 0.000 in @ Center 0.148 in ...Length/Deft 0.0 0.0 @ Left 0.000 in 2.02 k Bearing Length Req'd 0.886 in Max. Right Reaction @ Right 0.000 in 0.886 in Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Redd Allowable fb @ Center 6.55 k -ft 21.69 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 3.02 k 3.02 k Area Required 8.341 in2 8.341 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 2.02 k Bearing Length Req'd 0.886 in Max. Right Reaction 2.02 k Bearing Length Req'd 0.886 in zq Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: KW -06048 (c)1983-2002 EN Description RB -8 Title : Dsgnr: Description Scope : General Timber Beam Job # Date: 4:36PM, 24 MAR 03 Page 1 \\vaio\d\ec55 data\hesshouse.emCalculations General Information Dead Load Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Max Stress Ratio Center Span 12.00 It .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 It Member Type Sawn Douglas Fir - Larch, No.2 ...Length/Deft Bm Wt. Added to Loads 696.21 Fb Base Allow 875.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.00Opcf E 1,600.0ksi Full Length Uniform Loads Center DL 133.00 #/ft LL 152.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 12.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Dead Load Total Load Left Cantilever... Max Stress Ratio 0.766 : 1 -0.100 in -0.207 in Deflection 0.000 in Maximum Moment ...Location 5.3 k -ft Maximum Shear " 1.5 2.7 k Allowable ...Length/Deft 6.7 k -ft 696.21 Allowable 2.65 k 4.7 k Max. Positive Moment 5.30 k -ft at 6.000 It Shear: @ Left 1.77 k Max. Negative Moment 0.00 k -ft at 12.000 ft @ Left @ Right 1.77 k Max @ Left Support 0.00 k -ft Max. Right Reaction @ Right Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft Stress Calcs @ Center 0.150in Max. M allow 6.73 Reactions... @ Right 0.000in fb 861.83 psi fv 67.33 psi Left DL 0.86 k Max 1.77 k Fb 1,093.75 psi Fv 118.75 psi Right DL 0.86 k Max 1.77 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.100 in -0.207 in Deflection 0.000 in 0.000 in ...Location 6.000 ft 6.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,438.5 696.21 Right Cantilever... 2.65 k Camber ( using 1.5' D.L. Defl ) ... 22.325 int Deflection 0.000 in 0.000 in @ Center 0.150 in ...Length/Defl 0.0 0.0 @ Left 0.000 in 1.77 k Bearing Length Req'd 0.808 in Max. Right Reaction @ Right 0.000 in 0.808 in Stress Calcs Bending Analysis Ck 31.019 Le 0.000 ft Sxx 73.828 in3 Area 39.375 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 5.30 k -ft 58.17 in3 1,093.75 psi @ Left Support 0.00 k -ft 0.00 in3 1,093.75 psi @ Right Support 0.00 k -ft 0.00 in3 1,093.75 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.65 k 2.65 k Area Required 22.325 int 22.325 in2 Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.77 k Bearing Length Req'd 0.808 in Max. Right Reaction 1.77 k Bearing Length Req'd 0.808 in CV -1, rY (-4 ri CI) C\l (NI C) Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Title : Dsgnr: Description Scope : Job # Date: 4:38PM, 24 MAR 03 User:KW-0604815.Ver5.6.0,2-Sep-2002 General Timber Beam Page 1 (c)1983-2002 ENERCALC Engineering Software \\vaio\d\ec55 data\hesshouse.ecw:Calculations Description R13-9 General Information 0.547 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 ueao Loaa Center Span 10.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 ...Length/Deft Bm Wt. Added to Loads Max. Positive Moment Fb Base Allow 875.0 psi Load Dur. Factor 1.250 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 35.000pcf E 1,600.0ksi Full Length Uniform Loads Center DL 133.00 #/ft LL 152.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 10.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.547 : 1 Total Load Lett Cantilever... ueao Loaa I otat Loaa Maximum Moment -0.048 in 3.7 k -ft Maximum Shear " 1.5 2.2 k Allowable 5.000 ft 6.7 k -ft 0.0 Allowable ...Length/Deft 4.7 k Max. Positive Moment 3.68 k -ft at 5.000 ft Shear: @ Left 1.47 k Max. Negative Moment 0.00 k -ft at 10.000 ft 0.072 in. @ Right 1.47 k Max @ Left Support 0.00 k -ft @ Left 0.000 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in @ Center 0.072in Max. M allow 6.73Reactions... @ Right 0.000in fb 598.49 psi fv 56.11 psi Left DL 0.71 k Max 1.47 k Fb 1,093.75 psi Fv 118.75 psi Right DL 0.71 k Max 1.47 k Deflections Center Span... Dead Load Total Load Lett Cantilever... ueao Loaa I otat Loaa Deflection -0.048 in -0.100 in Deflection 0.000 in 0.000 in ...Location 5.000 ft 5.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,485.7 1,203.05 Right Cantilever... 2.21 k Camber ( using 1.5' D.L. DO ) ... 18.604 int Deflection 0.000 in 0.000 in @ Center 0.072 in. Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.673 in Max. Right Reaction 1.47 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.019 Le 0.000 It Sxx 73.828 in3 Area 39.375 int Cf 1.000 Rb 0.000 Cl 0.000 0 Max Moment Sxx Req'd Allowable fb @ Center 3.68 k -ft 40.40 in3 1,093.75 psi @ Left Support 0.00 k -ft 0.00 in3 1,093.75 psi @ Right Support 0.00 k -ft 0.00 1n3 1,093.75 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.21 k 2.21 k Area Required 18.604 in2 18.604 int Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.47 k Bearing Length Req'd 0.673 in Max. Right Reaction 1.47 k Bearing Length Req'd 0.673 in 0 7' C C.? (NI CJ CJ N N R -f3 _10 by i h s r c c+t s^ , v s -e- yx ( Z d P (# z P3 -I3 11 lNaj= IC -4 (,0( .(12A6", (/J SOO w� ( Ti Tz (3, o' Q.Z..p. 11 Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 User: Description RB -12 Title : Dsgnr: Description Scope: General Timber Beam Job # Date: 4:44PM, 24 MAR 03 Page 1 \\vaio\d\ec55 data\hesshouse.ecwLalculations General Information 'ese 0.887 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Dead Load Center Span 14.75 It .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 it Member Type Sawn Douglas Fir - Larch, No.2 at 7.375 it Bm Wt. Added to Loads Load Dur. Factor 1.250 Fb Base Allow Fv Allow 875.0 psi 95.0 psi ` X I (� g z , p C J l Beam End Fixity Pin -Pin Fc Allow 625.0 psi 1.62 k Wood Density 35.000 pcf E 1,600.0 ksi Camber: Full Length Uniform Loads Center DL 98.00 #/ft LL 112.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/it Summary Beam Design OK Span= 14.75ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.887 : 1 Total Load Left Cantilever... Dead Load i otal Load Maximum Moment -0.172 in 6.0 k -ft Maximum Shear 1.5 2.4 k Allowable 7.375 it 6.7 k -ft ...Length/Deft Allowable 0.0 4.7 k Max. Positive Moment 5.97 k -ft at 7.375 it Shear: @ Left 1.62 k Max. Negative Moment 0.00 k -ft at 0.000 it @ Center @ Right 1.62 k Max @ Left Support 0.00 k -ft 0.0 @ Left Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft @ Right 0.000 in @ Center 0.259in Max. M allow 6.73Reactions... @ Right 0.000in lb 970.57 psi fv 61.69 psi Left DL 0.79 k Max 1.62 k Fb 1,093.75 psi Fv 118.75 psi Right DL 0.79 k Max 1.62 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load i otal Load Deflection -0.172 in -0.352 in Deflection 0.000 in 0.000 in ...Location 7.375 it 7.375 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,026.6 502.95 Right Cantilever... 2.43 k Camber ( using 1.5' D.L. Defl ) ... 20.455 int Deflection 0.000 in 0.000 in @ Center 0.259 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.740 in Max. Right Reaction 1.62 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.019 Le 0.000 ft Sxx 73.828 in3 Area 39.375 int Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable lb @ Center 5.97 k -ft 65.51 in3 1,093.75 psi @ Left Support 0.00 k -ft 0.00 in3 1,093.75 psi @ Right Support 0.00 k -ft 0.00 in3 1,093.75 psi Shear Analysis' @ Left Support @ Right Support Design Shear 2.43 k 2.43 k Area Required 20.455 in2 20.455 int Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.62 k Bearing Length Req'd 0.740 in Max. Right Reaction 1.62 k Bearing Length Req'd 0.740 in ZI Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-3434630 fax 530-893-0532 Title : Dsgnr: Description Scope : Job # Date: 4:44PM, 24 MAR 03 Rev: 560000 Page 1 User: KW -0604815. Ver 5.6.0, 2 -Sep -2002 General Timber Beam (c)1983.2002 ENERCA�C Engineering Software \\vaio\d\ec55 data\hesshouse.ecw:Calculalions Description RB -13 General Information Dead Load • Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x12 Max Stress Ratio Center Span 13.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever it .....Lu 0.00 it Beam Depth 11.250 in Right Cantilever it .....Lu 0.00 it Member Type Sawn Douglas Fir - Larch, No.2 Right Cantilever... 4.7 k Bm Wt. Added to Loads 5.27 k -ft Fb Base Allow 875.0 psi 711r bre Z, 0G J 1 Load Our. Factor 1.250 Fv Allow 95.0 psi at Beam End Fixity Pin -Pin Fc Allow 625.0 psi Max @ Left Support Wood Density 35.000pcf E 1,600.0ksi @ Left Full Length Uniform Loads Center DL 112.00 #/ft LL 128.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 13.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Dead Load • Total Load Lett uanwever... Max Stress Ratio 0.783 : 1 Deflection -0.118 in -0.241 in Deflection Maximum Moment 0.000 in 5.3 k -ft Maximum Shear * 1.5 2.4 k Allowable 0.0 6.7 k -ft 1,326.8 Allowable Right Cantilever... 4.7 k Max. Positive Moment 5.27 k -ft at 6.500 ft Shear: @ Left 1.62 k Max. Negative Moment 0.00 k -ft at 0.000 ft 0.0 @ Right 1.62 k Max @ Left Support 0.00 k -ft 0.742 in Max. Right Reaction Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft Stress Calcs @ Center 0.176in Bending Analysis @ Right 0.000in Max. M allow 6.73Reactions... Ck 31.019 Le 0.000 ft Sxx 73.828 in3 Area 39.375 in2 fb 856.94 psi fv 61.80 psi Left DL 0.79 k Max 1.62 k Fb 1,093.75 psi Fv 118.75 psi Right DL 0.79 k Max 1.62 k Deflections Center Span... Dead Load • Total Load Lett uanwever... ueaa Loao f otat Lodu Deflection -0.118 in -0.241 in Deflection 0.000 in 0.000 in ...Location 6.500 ft 6.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,326.8 646.33 Right Cantilever... 2.43 k Camber ( using 1.5 D.L. Defl ) ... 20.491 in2 Deflection 0.000 in 0.000 in @ Center 0.176 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 0.742 in Max. Right Reaction 1.62 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 31.019 Le 0.000 ft Sxx 73.828 in3 Area 39.375 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Req'd Allowable fb @ Center 5.27 k -ft 57.84 in3 1,093.75 psi @ Left Support 0.00 k -ft 0.00 in3 1,093.75 psi @ Right Support 0.00 k -ft 0.00 in3 1,093.75 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.43 k 2.43 k Area Required 20.491 in2 20.491 in2 Fv: Allowable 118.75 psi 118.75 psi Bearing @ Supports Max. Left Reaction 1.62 k Bearing Length Req'd 0.742 in Max. Right Reaction 1.62 k Bearing Length Req'd 0.742 in If) V.- (r) C%, v r" Vill See- r, 31 3r Frank M Glazewski - Architect 1370 Ridgewood Drive Suite 10 Chico, California 95973 530-343-4630 fax 530-893-0532 Title : Dsgnr: Description Scope : Job # Date: 4:49PM, 24 MAR 03 Rev: 550000 - Page 1 User: KW -0604815. Ver 5.6.0. 2 -Sep -2002 General Timber Beam (41983-2002 ENERCALC Engineering Software \\vaio\d\ec55 data\hesshouse.ecw:Calculations Description RB -14 General Information 0.592 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 Center Span 15.50 It .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 It Beam Depth 11.875 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Truss Joist - MacMillan, Parallam 2.0E Bm Wt. Added to Loads 24.8 k -ft 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 35.00Opcf. E 2,000.0ksi Full Length Uniform Loads Center DL 224.00 #/ft LL 256.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary Beam Design OK Span= 15.50ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.592 : 1 Total Load Left Cantilever... Dead Load iota! Load Maximum Moment -0.311 in 14.7 k -ft Maximum Shear' 1.5 5.7 k Allowable 7.750 ft 24.8 k -ft 0.0 Allowable ...Length/Deft 15.1 k Max. Positive Moment 14.72 k -ft at 7.750 ft Shear: @ Left 3.80 k Max. Negative Moment 0.00 k -ft at 15.500 It 0.467 in @ Right 3.80 k Max @ Left Support 0.00 k -ft @ Left 0.000 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in @ Center 0.467 in Max. M allow 24.85Reactions... @ Right 0.000 in lb 2,147.12 psi tv 137.08 psi Left DL 1.81 k Max 3.80 k Fb 3,625.00 psi Fv 362.50 psi Right DL 1.81 k Max 3.80 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load iota! Load Deflection -0.311 in -0.652 in Deflection 0.000 in 0.000 in ...Location 7.750 ft 7.750 ft ...Length/Deft 0.0 0.0 ...Length/Deft 597.6 285.46 Right Cantilever... 5.70 k Camber ( using 1.5 • D.L. Defl ) ... 15.717 in2 Deflection 0.000 in 0.000 in @ Center 0.467 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 1.670 in Max. Right Reaction 3.80 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 19.049 Le 0.000 ft Sxx 82.259 in3 Area 41.563 in2 Cf 1.000 Rb 0.000 Cl 0.000 Max Moment Sxx Read Allowable fb @ Center 14.72 k -ft 48.72 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 5.70 k 5.70 k Area Required 15.717 in2 15.717 in2 Fv: Allowable 362.50 psi 362.50 psi Bearing @ Supports Max. Left Reaction 3.80 k Bearing Length Req'd 1.670 in Max. Right Reaction 3.80 k Bearing Length Req'd 1.670 in A j0 - AWN LI) TI ---Ti /S„i / L dock W,U ys�z�01d)t- S/L(ozo) r(g�iti,S,O/L/ 0y0), 5-2 (.oVO) te�zt/•l) .0/6 = , Z, ?-6 One- 33 !3Z Frank M Glazewski - Architect . Title : Job # 1370 Ridgewood Drive Suite 10 Dsgnr: Date: 11:12AM, 27 MAR 03 Chico, California 95973 Description 530-343-4630 Scope: fax 530-893-0532 Ver 5.6.0.2 -Sep -2002 General Timber Beam Page 1 CALC Engineering Software \\vaio\d\ec55 data\hesshouse.ecwLalculations Description F13-1 General Information 0.866 : 1 Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name Prllm: 3.5x11.875 ueaa Load Center Span 15.50 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....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 0.0 Fb Base Allow 2,900.0 psi Load Dur. Factor 1.000 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 285.00 #/ft LL 278.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 15.50ft, Beam Width = 3.500in x Depth = 11.875in, Ends are Pin -Pin Max Stress Ratio 0.866 : 1 Total Load Left Cantilever... ueaa Load I oral Loaa Maximum Moment -0.392 in 17.2 k -ft Maximum Shear " 1.5 6.7 k Allowable 7.750 ft 19.9 k -ft 0.0 Allowable ...Length/Dell 12.1 k Max. Positive Moment 17.21 k -ft at 7.750 ft Shear: @ Left 4.44 k Max. Negative Moment 0.00 k -ft at 15.500 ft 0.588 in @ Right 4.44 k Max @ Left Support 0.00. k -ft @ Left 0.000 in Camber: @ Left 0.000in Max @ Right Support 0.00 k -ft 0.000 in @ Center 0.588in Max. M allow 19.88 Reactions... @ Right 0.000 in fb 2,510.74 psi fv 160.30 psi Left DL 2.29 k Max 4.44 k Fb 2,900.00 psi Fv 290.00 psi Right DL 2.29 k Max 4.44 k Deflections Center Span... Dead Load Total Load Left Cantilever... ueaa Load I oral Loaa Deflection -0.392 in -0.762 in Deflection 0.000 in 0.000 in ...Location 7.750 ft 7.750 ft ...Length/Deft 0.0 0.0 ...Length/Dell 474.1 244.12 Right Cantilever... 6.66 k Camber ( using 1.5 D.L. Defl ) ... 22.973 int Deflection 0.000 in 0.000 in @ Center 0.588 in Bearing @ Supports ...Length/Deft 0.0 0.0 @ Left 0.000 in Bearing Length Req'd 1.952 in Max. Right Reaction 4.44 k @ Right 0.000 in Stress Calcs Bending Analysis Ck 21.298 Le 0.000 ft Sxx 82.259 in3 Area 41.563 int Cf 1.000 Rb 0.000 Cl 0.000 33 Max Moment Sxx Redd Allowable fb @ Center 17.21 k -ft 71.22 in3 2,900.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,900.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,900.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 6.66 k 6.66 k Area Required 22.973 in2 22.973 int Fv: Allowable 290.00 psi 290.00 psi Bearing @ Supports Mai. Left Reaction 4.44 k Bearing Length Req'd 1.952 in Max. Right Reaction 4.44 k Bearing Length Req'd 1.952 in 33 -r -r wu! I u.in;i� :C :4 - , n (n v0 000 v,oCa N N N !V N N -P, ✓Si -Fl Dor Wa� ='(Dlo KSf w Q,Q = 040 K S miZA f TV, y SJ' 25 0 ol i- S-ez n, 3S i 3N 3S- Floor S Floor Joistf 97 Uniform Building Code (91 NDS)1 Ver: 5.03 By: Frank Glazewski , on: 03-24-2003: 11:12:33 PM Project: Hess - Location: First floor Summary: SJ -250 / 9.5 - Willamette Industries x 12.0 FT (o) 16 O.C. Section Adequate By: 94.5% Controlling Factor: Allowable Deflection ' I -joists were designed for simple spans using the joist manufacturers published values. If the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Deflections: Dead Load: DLD-Center= 0.06 IN Live Load: LLD -Center= 0.15 IN = U963 Total Load: TLD -Center= 0.21 IN = U700 Joist Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 320 LB Dead Load: DL-Rxn-A= 120 LB Total Load: TL-Rxn-A= 440 LB Bearing Length Required (Beam only, Support capacity not checked): BL -A= 1.75 IN Joist Span Right End Reactions (Support B): Live Load: LL-Rxn-B= 320 LB Dead Load: DL-Rxn-B= 120 LB Total Load: TL-Rxn-B= 440 LB Bearing Length Required (Beam only, Support capacity not checked): BL -B= 1.75 IN Joist Data: Joist Span Length: L2= . 12.0 FT Floor sheathing applied to top of joists -top of joists fully braced. Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Span Loading: Uniform Floor Loading: Live Load: LL -2= 40.0 PSF Dead Load: DL -2= 15.0 PSF Total Load: TL -2= 55.0 PSF Total Load Adjusted for Joist Spacing: wT-2= 73 PLF Properties For: SJ -250 / 9.5- Willamette Industries Depth: D= 9.5 IN Moment Capacity: Mcap= 3260 FT -LB Shear Capacity: Vcap= 1125 LB El: E1= 190000000 LB-IN2 End Reaction Capacity: Rcap= 1015 LB Comparisons With Required Sections: Maximum Moment: M= 1320 FT -LB Adjusted Moment Capacity: Mcap-adi= 3260 FT -LB Maximum Shear: V= 440 LB Adjusted Shear Capacity: Vcap-adi= 1125 LB EI Required: EI -req= 97706936 LB-IN2 El: E1= 190000000 LB-IN2 Maximum End Reaction: Rmax= 440 LB Adjusted Reaction Capacity: Rcap-adj= 1015 LB (1) (f) CO ro cj c -i N CV C. � e, 0- 3� File >GIRDER 11:21 PM 3/2403 ------------------------------------------------------------------------ Rev 6-22-95 Typical floor girder Description >> Case 1 ------------------------------General data ------------------------------ w uniform I > .465 kips/ft Support spacing > 6.000 feet Soil brg. cap. > 1.000 ksf Try > 3.500 in. x 7.250 in. girder --------------------------Lumber design values -------------------------- Base values Species Grade Fb Ft FV Fc -L FcJ E DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 Member depth > 7.250 Repetitive (y/n)? > n Size factor Cf (apply to Fb) > Size factor Cf (apply to Ft) > Size factor Cf (apply to Fcl) > Repetitive member factor Cr > Adjusted values Species Grade Fb Ft DFL NO2 1137.500 690.000 inches inches 1.300 1.200 1.050 1.000 Fv Fc -L FC -H E 95.000 625.000 1365.000 1600000 ---------------------------------Summary-------------------------------- S req > 22.075 in -3 S > 30.661 in -3 <ok> A req > 22.026 in -2 A > 25.375 in -2 <ok> I > 111.148 in -4 Total load deflection > .076 inches <ok> -------------------------------- Footings -------------------------------- Reaction > 2.790 kips Footing size > 21.022 inches square 8.000 inches deep 36 File >GIRDER 11:22 PM 3/24/03 -------- ; 6-22-95 Typical floor girder Description >> Case 2 ------------------------------General data ------------------------------ w uniform > .615 kips/ft Support spacing > 5.000 feet Soil brg. cap. > 1.000 ksf Try > 3.500 in. x 7.250 in. girder --------------------------Lumber design values -------------------------- Base values Species Grade Fb Ft FV Fcl Fc -U E DFL NO2 875 575 95 625 1300 1600000 Member width > 3.500 inches Member depth > 7.250 inches Repetitive (y/n)? > n Size factor Cf (apply to Fb) > 1.300 Size factor Cf (apply -to Ft) > 1.200 Size factor Cf (apply to Fcl) > 1.050 Repetitive member factor Cr > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 Fc -U E DFL NO2 1137.500 690.000 95.000 625.000 1365.000 1600000 -------------7-------------------Summary-------------------------------- S req > 20.275 in -3 S > 30.661 in -3 <ok> A req > 24.276 in -2 A > 25.375 in^2 <ok> I > 111.148 in -4 Total load deflection > .049 inches <ok> --------------------------------Footings-------------------------------- Reaction > 3.075 kips Footing size > 22.070 inches square 8.000 inches deep c�es�yh 8 C✓►��1 0,� - �i�"�al (Awe(I�hy - Os I0CL fv w�llj i r w=.0l2O Ksr 050 ( toric. f Oad o.�- -toe °G Wa V lou -) 10 r WAII ilii._liii Se�r� c loud ILl ILI'III 1-3 S� 314 3 = 031 KS L)U- 44„1 er�y-� 5,33( I2s)t 5�33� �o3�= CG-rF v,��.x�, GASB 2� d w2l l ,ol y ; /✓1 �aac,= S -33224`f0 3�' yo M CAPWAL 8:30 AM 3/27/03 ------------------------------------------------------------------------ Rev 2-15-94 Moment capacity of masonry wall Description >>Case 1 » ----------------------------------Data---------------------------------- Special inspection ? => n Fs > 20.000 ksi f'm > 1.500 ksi Es > 29000000psi Em > 1125.000ksi LDF > 1.330 n > 25.778 fb allow. > .333 ksi Masonry unit wt. > .135 kcf -------------------------------Wall data -------------------------------- Wall height > 5.330 feet <Height to determine Fa> Nominal wall thickness > 8.000 inches Actual wall thickness > 7.625 inches Max. d > 5.375 inches Fa > .198 ksi Paxial > .500 kips/ft Wall height > 5.330 feet <Height for fa> Pwall > .457 kips/ft P total > .957 kips/ft fa > .010 ksi Adjusted fb > '.315 ksi d > 3.813 inches b*d"2 > 174.422 in -3 Try no. > 4 bars at 24 in. o.c. As > .098 in -2 np > .055 2/jk > 7.8366 j > .906 k > .282 Moment capacity > .584 ft -kips ---------------------------------- Minimum required reinforcing Wall thickness 7.625 inches Minimum As Horizontal .0641 in"2 (.0007*bt) vertical .0641 in"2 (.0007*bt) Minimum reinforcing in direction opposing that noted above: Minimum As .0850 in -2 (.002*bt - As) qI M_CAPWAL 8:31 AM 3/27/03 ------------------------------------------------------------------------ Rev 2-15-94 Moment capacity of masonry wall Description >>Case 2 ----------------------------------Data---------------------------------- Special inspection ? => n Fs > 20.000 ksi f'm > 1.500 ksi Es >,29000000psi Em > 1125.000ksi LDF > 1.330 n > 25.778 fb allow. > .333 ksi Masonry unit wt. > .135 kcf -------------------------------Wall data -------------------------------- Wall height > 5.330 feet <Height to determine Fa> Nominal wall thickness > 8.000 inches Actual wall thickness > 7.625 inches Max. d > 5.375 inches Fa > .198 ksi Paxial > .750 kips/ft Wall height > 5.330 feet <Height for fa> Pwall > .457 kips/ft P total > 1.207 kips/ft fa > .013 ksi Adjusted fb > .310 ksi d > 3.813 inches b*d"2 > 174.422 in"3 Try no. > 4 bars at 24 in. o.c. As > .098 in^2 np > .055 2/jk > 7.8366 j > .906 k > .282 Moment capacity > .576 ft -kips ---------------------------------- Minimum required reinforcing Wall thickness 7.625 inches Minimum As Horizontal .0641 in -2 (.0007*bt) Vertical .0641 in"2 (.0007*bt) Minimum reinforcing in direction opposing that noted above: Minimum As .0850 in -2 (.002*bt - As) Of -4* . Cam1; M 'T t- - X3'`1 ("-/ fif- Ce, Sx q, i mo-rs q(401�44- (IJ i qz- FP_FTG Rev. 6-3-96 Overturning for cmu wall footing Description >>Case 1 »dl+ll 13 8:35 AM 3/27/03 Footing size: 2.25 ft. <parallel to applied load> 1.00 ft. <perpend. to applied load> 1.00 ft. deep W arm M Wall .982 kips 1.13 ft. 1.10 ft -kips footing .34 kips 1.13 ft. .38 ft -kips EW= .1.32 kips EM= 1.48 ft -kips Mot= .57 ft -kips EM/Mot= 2.59 <ok> e= .44 ft. 1/6= .38 ft. >> CHECK SOIL PRESSURE << Allowable: 1.33 ksf 1'= 2.07 ft. P= 1.27 ksf <ok> qq FP FTG 8:34 AM. 3/27/03 Rev. 6-3-96 Overturning for cmu wall footing Description >>Case 1 »dl only Footing size: 2.25 ft. <parallel to applied load> 1.00 ft. <perpend. to applied load> .1.00 ft. deep W .57 arm M EM/Mot= 1.61 <ok> e= .70 ft. 1/6= Wall .482 kips 1.13 ft. .54 ft -kips footing .34 kips 1.13 ft. .38 ft -kips 1'= 1.27 ft. EW= .82 kips EM= .92 ft -kips Mot= .57 ft -kips EM/Mot= 1.61 <ok> e= .70 ft. 1/6= .38 ft. >> CHECK SOIL PRESSURE << Allowable: 1.33 ksf 1'= 1.27 ft. p= 1.29 ksf <ok> NS FP_FTG 8:36 AM 3/27/03 Rev. 6-3-96 Overturning for cmu wall footing Description >>Case 2 »dl only Footing size: 2.00 ft. <parallel to applied load> 1..00 ft. <perpend. to applied load> 1.00 ft. deep W arm M Wall .482 kips 1.00 ft. .48 ft -kips footing .30 kips 1.00 ft. .30 ft -kips EW= .78 kips EM= .78 ft -kips Mot= .44 ft -kips EM/Mot= 1.78 <ok> e= .56 ft.. 1/6= .33 ft. >> CHECK SOIL PRESSURE << ------------------------------------------------------------------------ Allowable: 1.33 ksf 11= 1.31 ft. p= 1.19 ksf <ok> FP FTG 8:36 AM 3/27/03 Rev. 6-3-96 Overturning for cmu wall footing Description >>Case 2 »dl+ll Footing size: 2.25 ft. <parallel to applied load> 1.00 ft. <perpend. to applied load> 1.00 ft. deep W arm M Wall 1.232 kips 1.13 ft. 1.39 ft -kips footing .34 kips 1.13 ft. .38 ft -kips EW= 1.57 kips EM= 1.77 ft -kips Mot= .44 ft -kips EM/Mot= 4.01 <ok> e= ..28 ft. 1/6= .38 ft. >> CHECK SOIL PRESSURE << Allowable: 1.33 ksf p= 1.22 ksf <ok> nasorlry (tj477 ea v; /011"d f- -;To Ic" Sv,op,te-ct e,,j o- e, �= -05S-X-C� C�cck S-,33 1 (D V:• (III L. -j 11-1 Pj !lj 'I- gyp, qt 5 7- 7IP MAS_RW 3/27/03 10:15 AM ------------------------------------------------------------------------ Rev 10-12-98 Masonry retaining wall Description >>Retaining wall at porches ------------------------------General data ------------------------------- Wall type > 1 1 => supported 2 => cantilevered Lateral load type> 2 1 => wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 vertical Special inspection (Y/N)? > n Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > .750 kips/ft Equivalent fluid pressure > .055 kcf ) Sloping backfill surcharge > .000 kcf Total EFP > .055 kcf Surcharge Distance Surcharge P Comment to wall height --------------------------------------------- ..000 3.000 .000 feet Input surcharge height > .000 feet Uniform lateral load > .0000 ksf Seismic/wind w lateral at top of wall > .000 k/ft w lateral at bottom.of wall > .293 k/ft w lateral at bottom of footing > .348 k/ft -----------------------Allowable design stresses ------------------------ ***Soil*** Class of materials > 5 Input Allowable bearing cap. > 1.000 ksf 2.500 Allowable passive (horiz.)> .100 ksf/ft depth .200 Lateral sliding coeff. > .000 .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 20.000 ksi Es > 30000000psi F's > 16.000 ksi m > 18.824 n > 26.667 b > .850 Fb max. > .250 ksi > .900 -------------------------------Wall data -------------------------------- Note: when designing supported retaining walls - do not use more than one segment Height of retained earth Segment Ht.(feet) Ht.(feet) 1 .000 to 5.330 2 .000 to .000 3 .000 to .000 Retained height > 5.330 feet Total wall height > 5.330 <for wdl determination> Additional dead load > .000 kips/ft -=--------------------------Wall reinforcing---------------------------- vl q Segment 1 - if concrete used: d > .000 inches Load factor > 1.700 Live loads M > .534 ft -kips Mu > .908 ft -kips OMn > .000 ft -kips --- As regd. > .000 in -2. Includes 33% increase Since p actual is less than p min. Actual As > .000 in -2 --- ------------------------------- ----------------------------------------- Segment 1 ------------------------------------------------------------------------ Design moment > .534 ft -kips Nominal t t wdl 8.000 7.625 .457 Tension reinforcin --------- I Size ------ ----------I--------I--------I-------- SpacingI ---d---- I---p---- fm/Fb fs/Fs f's/F's -- Vertical 5 16.000 3.813 .0025 .929 .421 --- Horiz. 4 24.000 .0011 --- --- --- Combined .0036 Minimum development length> 13.000 inches Compression reinforcing: ---------I--Size--I-Spacingl---d'---I-%Min_--I-fm/Fb--I-fs/Fs--I-f's/F's Vertical 0 .000 .000 --- --- --- ..000 ------------------------------------------------------------------------ Segment 2 ------------------------------------------------------------------------ Design moment > .000 ft -kips Nominal t t wdl .000 .000 .000 Tension reinforcin ------- --I --Size -- -Spacingl---d----I---p----I-fm/Fb--I-fs/Fs--i-f's/F's Vertical 5 32.000 3.810 .0000 .000 .000 --- Horiz. 4 24.000 .0000 --- --- --- Combined .0000 Minimum development length> 13.000 inches Compression reinforcing ------_--I--Size--I-Spacingl---d�---I-oMin---I-fm/Fb--I-fs/Fs--I-f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ ------------------------------------------------------------------------ Segment 3 Design moment > .000 ft -kips Nominal t t wdl .000 .000 .000 Tension reinforcin ------- --I --Size -- Vertical 0 -Spacingl---d----I-aMin_--I-fm/Fb--I-fs/Fs--I-f's/F's ..000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length> 13.000 inches Compression reinforcing - ---------I- Size Spacing ------- --I-I---d'----- Vertical 0 .000 .000 I.Min.fm/Fb--fs/Fs --------I ------ -------- -f's/F's .000 ------------------------------FOOTING DATA ------------------------------ Toe length > .683 feet Safety factor > N/A Heel length > .682 feet Soil pressure > .954 Minimum footing length > --- feet ft -kips d > Actual footing length, (L) > 2.000 feet .019 in -2 Footing depth > 12.000 inches in. o.c. ----------------------OVERTURNING AND SOIL PRESSURE --------------------- at Consider ftg depth for gross OTM and sliding ? (Y/N) > y Overturning moment (OTM) > .000 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .000 kips 1.000 feet .000 ft -kips Wtl .750 kips 1.000 feet .750 ft -kips Segment 1 .457 kips 1.000 feet .457 ft -kips Segment 2 .000 kips 1.000 feet .000 ft -kips Segment 3 .000 kips 1.000 feet .000 ft -kips Soil .400 kips 1.659 feet .663 ft -kips Footing .300 kips 1.000 feet .300 ft -kips --------=--------------------------------------------------------------- EWdl min> 1.157 kips EMdl min> 1.421 ft -kips EWtl > 1.907 kips EMtl > 2.171 ft -kips Check safety factor against overturning: EMdl min/OTM > N/A < 1.5 <ok> Eccentricity (e) > .000 feet <A/2-(EM-OTM/EW)> L/6 > ..333 feet L' > 2.000 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > .954 ksf <EWtl/A + 6*OTM*e/A"2> Minimum soil pressure > .954 ksf --------------------- ------HEEL/TOE Heel design Heel length > .682 feet M > .136 ft -kips d > 8.000 inches As min. > .013 in -2 Toe design Toe length > .683 feet Max soil pressure> ..954 ksf At face of wall > .628 ksf M max. > .197 ft -kips d > 8.000 inches As min. > .019 in -2 DESIGN ----------------------------- -------------------- Reinforcing #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at' 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. ------------------------------------ ----------------------------------- Reinforcing #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As required = Area * .002 SI As min. > .576 in -2 3 #4 bars 2 #5 bars 2 #6 bars 1 #7 bars 1 #8 bars -----------------------------LATERAL SLIDING ---------------------------- Rt > .260 kips/ft Rb > .521 kips/ft Calculate wdl * friction coefficient: Lateral sliding resistance > .000 kips/ft For class 5 soils: Lateral sliding resistance> .130 .260 kips/ft Allowable lateral passive pressure > .100 ksf/ft depth Consider footing for passive resistance? Yes Lateral passive pressure provided > .050 kips/ft <Footing only> ------------------------------------------------------- Net resistance provided by footing only > .310 kips/ft <Footing only> Concrete slab at base of wall ? > n Thickness > .000 inches Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance to sliding > .310 kips/ft Factor of safety > .595 No good! Shear key required! Shear key must provide additional > .471 kips lateral resistance Calculate equivalent depth of shear key based on overburden: Bearing pressure (p) / soil weight Equivalent depth of shear key > 5.260 feet <Maximum 151> Allowable lateral passive pressure > .526 ksf <At top of key> Allowable lateral passive pressure > .609 ksf <At bottom of key> Shear key required depth > 10.000 inches Shear key moment > Shear key thickness > d > As min. > #4 at 48 in. o.c. #5 at 48 in. o.c. #6 at 48 in. o.c. #7 at 48 in. o.c. #8 at 48 in. o.c. .202 ft -kips 12.000 inches 6.000 inches .025 in"2 L- cxt S-Y S5 Win d:designVaIues-`U:rnformBuildng:Code-;Table°1.6-H Exposure; B Importance factor; 1.00 Basic wind speed; 75.00 _ mph qs psf Roof pitch; 8:00; in 12 angle 33.69 degrees PRIMARY FRAMES AND SYSTEMS 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.0117 0.0125 0.0132 0.0146 Direction Ht. <0'-155 <205 <255 <305 <405 Roof eaves, rakes or ridges without Ce 0.62 0.67 0.72 0.76 0.84 WALLS R'•;.Cq-::., Windward walls; '10.80_':'` 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 Outward ROOF Wind perpendicular to ridge; Leeward or flat roof; ,,.:•0:70. 0.0063 0.0068 0.0073 0.0077 0.0085 Outward Windward roof: Slope 2:12 to less than 9:12 b 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 Wind parallel to ridge and flat roofs '; .0.7Q,. ` 0.0063 0.0068 0.0073 0.0077 0.0085 Outward ELEMENTS AND COMPONENTS (Not in areas of discontinuity) WALL ELEMENTS All structures; -t.20*,-,-; 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Enclosed and unenclosed structures; x1r20 's*, 0.0108 0.0117 0.0125 0.0132 0.0146 Outward Partially enclosed structures; 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Parapet walls; 1.30; 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in ROOF Enclosed and unenclosed structures; Slope < 7:12; o'--0.0117 0.0126 0.0136 0.0143 0.0158 Outward Slope 7:12 to 12:12; 0.0117 0.0126 0.0136 0.0143 0.0158 Out/in Slope >12:12; Use wall values Partially enclosed structures; Slope < 2:12; "' 1.70 ,' 0.0153 0.0165 0.0177 0.0187 0.0207 Outward Slope 2:12 to 7:12; ;:'1.6Q' 0.0144 0.0155 0.0167 0.0176 0.0195 Outward Slope 2:12 to 7:12; "0:80';- 0.0072 0.0078 0.0084 0.0088 0.0097 Inward Slope > 7:12 to 12:12; :1.70 0.0153 0.0165 0.0177 0.0187 0.0207 Out/in Slope >12:12; Use wall values ELEMENTS AND COMPONENTS (In areas of discontinuities) Wall corners; K,150t, j 0.0135 0.0146 0.0157 0.0165 0.0183 Outward 0.0108 0.0117 0.0125 0.0132 0.0146 Inward Roof eaves, rakes or ridges without overhangs Slope < 2:12 2;.30 ;.* 0.0207 0.0223 0.0240 0.0253 0.0280 Upward Slope 2:12 to 7:12 n 66'."' 00234 0.0253 0.0271 0.0287 0.0317 Outward Slope > 7:12 to 12:12 °:;.';^1..604;:.;;'; 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. 0.0252 0.0272 0.0292 0.0309 0.0341 Upward 56 e smiit� aidtors'r Ustructures Static lateral force procedure per UBC 1630: Seismic zone 3 Z = 0.300 Importance factor 1,714100 System description: (Table 16-N) .1 a. Wood structural pancl walls... R 5.500 Numerical coefficient 00 2.800 Seismic force overstrength factor h, aZQ000, feet Input C, from table 16-R: Input Nv from table 16-T: C' Nv Input Ca from table 16-Q: Ca Calculate numerical coefficient CT: Building frame system: Wood framed and all other buildings C, 0.020 For all structures, the value T may be approximated from the following formula: T = CT ftj"' 0.19 sec. (30-8) The total design base shear shall be determined per UBC 1630.2: V = [( Cv * I ) / ( R * T )] x W = . 0.52 W (30-4) The total design base shear need not exceed the following: V=(2.5*Ca*l)/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)/R (W)= . 0.044 W F = 0.164 W Design factor for structure S-) 91 0f94-,010) ur e -s (") Y.. (f) FA CN N CJ 04 N N.^N iJ r J I .--+---._ . �- -- .— -- -`- I C (,c c. �. uA-* S e II w-1 C 0 O-js Ill -t1—et = . 2;-+ go k/' Y4+6 -- 6.3/z CV�Q II= 6;- "G '- VG+-EVr-- +, E, I -P F- s ,i-PF-= 63/z(,2I-®)=b,-:�(oI- m e (✓Y'i dam.. i sy 12 alk Vo) i S� nrncn w u.i ua w ui u� rG::':CI �.— -- -- — n o r,, 4 C N N N wO/L 1 2 k 013 6 + 1 �, o I ° H) w� = 612+-S-) 0136+ 13,Colo�t)= wS= Cq(z+,,Y) .o(3C, = U,6 = ('z+-,5) ,o136• + Y- 944-3 = 5, DS- + 3,1-9 = S, g !< I . I --s,.:w r�;R.F ,.. •,..p•,w,rr , s'rSP^""S, r"st+npya+' '.c' •*R L�..��P -t+t `"Ss^^ ' Sv'777, �'tr--•",.•.�.v..t ShearwaIIYc' edule 1997 Uriiform Building Codes :t � _. �'7" r�' a''� 4 t''"'�; Mark Description 1 3/8" cdx plywood with 8d nails at 6", 12" o.c. 2 3/8" cdx plywood with 8d nails at 4", 12" o.c. , 3 3/8" cdx plywood with 8d nails at 3", 12" o.c. I 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. 1 6 1/2" cdx plywood with 10d nails at 3", 12" o.c. 1 7 5/8" T-1-11 plywood nailed with 8d nails at 6", 12" o.c. 8 5/8" T-1-11 plywood nailed with 8d nails at 4",12" o.c. 9 518" T-1-11 plywood nailed with 8d nails at 3", 12" o.c. 10 1/2" gypsum board nailed with 5d nails at 7" o.c. max. 11 5/8" gypsum board nailed with 6d nails at 7" o.c. max. 12 7/8" 3 coat portland cement plaster. No. 11 GA., 1-1/2" long, 7/16" head or No, 16 GA. Staple, 7/8" legs at 6" O/C max. Commons 9M Box'.nails� 4 :' �cHF4DF`' HF>r DFS+` 0.213 0.260 0.164 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 1 0.310 1 0.196 0.239 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 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 3/16 -inch plate washers. Plywood joint and sill plate nailing shall be staggered in all cases. (I Wall line analysis Shearwall Summary Description; Hess residence Level; Main Line; A+B P lateral 8.760 kips Total wall length; 32.750 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1; 2 0.312 kips/ft Side 2; 13 0.000 kips/ft 3/8" cdx plywood with 8d nails at 4", 12" o.c. Shearwall v; 0.267 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑� Applicable? 0.134 = 0.501 feet 16d sinker good for 0.134 kips/each 0.267 16d nails at 6 inches o.c. at SW Anchor bolts; ❑� Applicable? Design v 0.267 kips/ft E]3 x Sill plate? ❑Double anchor bolts? 0.730 = 2.729 feet 0.267 1/2" dia. good for 0.730 kips/each 1/2" dla,:at ::32 inches o.c. max. ate; Q Applicable? Length of attachment; 95.00 feet Design v; 0.092 kips/ft Connectors. -48 0.450 kips/each inches o.c. max. Connector I A35 I v 1 Connectors at rim joist to mudsilllcripple wall top plate; ❑Applicable? v 0.267 kips/ft A35 at 0 inches o.c. max. Page 1 � None � Shearwall v; 0.267 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; ❑� Applicable? 0.134 = 0.501 feet 16d sinker good for 0.134 kips/each 0.267 16d nails at 6 inches o.c. at SW Anchor bolts; ❑� Applicable? Design v 0.267 kips/ft E]3 x Sill plate? ❑Double anchor bolts? 0.730 = 2.729 feet 0.267 1/2" dia. good for 0.730 kips/each 1/2" dla,:at ::32 inches o.c. max. ate; Q Applicable? Length of attachment; 95.00 feet Design v; 0.092 kips/ft Connectors. -48 0.450 kips/each inches o.c. max. Connector I A35 I v 1 Connectors at rim joist to mudsilllcripple wall top plate; ❑Applicable? v 0.267 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Shearwall summary Line geometry and collector forces Hess residence Level Main Line A+B Total lengths 32.75 62.50 Maximum collector force; 1.385 kips 16d nail good for; 0.115 kips/each Page 1 V4 Force 1.185 0.173 1.358 0.162 0.864 GSA( 0.128 1.006 -0.144 -1.385 0.414 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; 12 16d nails, where used 6z V1 v, V2 v2 V3 agment Desc. Wall I Opening 8.76 0.09 6.75 w 6.75 y 11.00 0 11.00 y 6.75 w 6.75 y 13.00 0 13.00 y 4.00 w 4.00 y 8.00 0 8.00 y 5.00 w 5.00 y 12.50 0 12.50 y 13.50 0 13.50 y 10.25 w 10.25 y 4.50 0 4.50 y Total lengths 32.75 62.50 Maximum collector force; 1.385 kips 16d nail good for; 0.115 kips/each Page 1 V4 Force 1.185 0.173 1.358 0.162 0.864 GSA( 0.128 1.006 -0.144 -1.385 0.414 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; 12 16d nails, where used 6z 63 Stability details Wall stability Level Main Line . A+B v 0.267 kips/ft Assembly dead loads; CU v o Design controlled by; Roof; 0.014 ksf ISeismic Floor; 0.011 ksf Dead load reduction factor; Wall; 0.015 ksf 0.900 Shearwall Dead load trib. Lengths • (a o, CU v o v o a �j i2 Y J c C �' N U v Y g :4 Holdown C N = > > Q' l.L vCj p) H H O a CU 6.75 10.00 10.00 0.150 18.1 3.1 6.25 2.45 2.45 HTT16/2-2x4 4.00 9.00 9.00 0.135 9.63 0.97 3.50 2.50 2.50 HTT16/2-2x4 5.00 9.00 9.00 0.135 12.04 1.52 4.50 2.37 2.37 HTT16/2-2x4 10.25 9.00 9.00 0.135 24.68 6.38 9.75 1.94 1.94 HTT16/2-2x4 Page 1 bti Wall line analysis Shearwall Summary Description; Hess residence Level; Main Line; E+F P lateral 8.760 kips Total wall length; 31.500 feet Wall framing species; 1HF Shearwall; Side 1; Side 2; Description: ---- 3/8" cdx plywood with 8d nails at 4", 12" o.c. IV None _ __ _ 1W Mark v cap 2 0.312 kips/ft 13 0.000 kips/ft Shearwall v; 0.278 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 = 0.482 feet 16d sinker good for 0.134 kips/each 0.278 16d nails at 5, inches o.c at,SW Anchor bolts; F1 Applicable? Design v 0.278 kips/ft ❑ 3 x Sill plate? ❑ Double anchor bolts? 0.730 = 2.625 feet r 0.278 112" dia. good for 2� 0.730 kips/each 112" dia. at inches o.c. max. U Applicable? Connector I A35 I - 1 0.450 kips/each Length of attachment; 58.50 feet Design v; 0.150 kips/ft 2`1 Connectorsinches o.c. max. . X., Connectors at rim joist to mudsill/cripple wall .top plate; ❑ Applicable? v 0.278 kips/ft A35 at 0 inches o.c. max. Page 1 Line geometry Shearwall summary Line geometry and collector forces Hess residence Level Main Line E+F V1 v, V2 v2 V3 v3 V4 v4 Segment Desc: Wall Opening 8.76 0.09 Force 7.00 w 7.00 y 10.00 0 10.00 y 1.298 616 7.00 w 7.00 y 0.371 2.50 0 2.50 y1.669 cS 6- 34.00 0 34:00 y 1.437 cStC 4.00 0 4.00 y -1.715 5.00 w 5.00 y -2.086 5.00 0 5.00 y -1.159 12.50 w 12.50 y -1.622 7.50 0 7.50 y 0.695 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 31.50 63.00 Maximum collector force; - 2.086 kips 16d nail good for; 0.115 kips/each Splice; 18 16d nails, where used Page 1 Wall stability Level Main Line E+F Assembly dead loads; Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.015 ksf 0 Stability details 0.278 kips/ft Design controlled by; Seismic Dead load reduction factor; 0.900 Shearwall Dead load trib. Lengths t .� s J n "> Qi fV Holdown N s fn 2 �O/ LL O LLL y~ `� � � N H _' a 7.00 9.00 9.00 0.135 17.5 3.0 6.50 2.28 2.28 HTT16/2-2x4 5.00 9.00 9.00 0.135 12.51 1.52 4.50 2.48 2.48 HTT16/2-2x4 12.50 9.00 9.00 0.135 31.29 9.49 12.00 1.90 1.90 HTT16/2-2x4 Page 1 6'� Wall line analysis Shearwall Summary Description; IHess residence Level; Main Line; 0 P lateral 2.660 kips Total wall length; 15.330 feet Wall framing species; I HF I Shearwall; Description; Mark v cap Side 1;None 1 0.213 kips/ft Side 2; 13 0.000 kips/ft 3/8' cdx plywood with 8d nails at 6", 12" o.c. � L-- Shearwall v; 0.174 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; 0 Applicable? 0.134 = 0.772 feet 16d sinker good for 0.134 kips/each 0.174 16d nails at 9 inches o.c. at SW Anchor bolts; Q Applicable? Design v 0.174 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 4.207 feet 0.174 1/2" dia. good for 0.730 kips/each 1/2" dia. at 50 inches o.c. max. 0 Applicable? Connector A35 U 0.450 kips/each Length of attachment; 1 43.75 Deet Design v; 0.061 kips/ft Connectors ,' 48 ` .: inches,o:c. max.. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.174 kips/ft A35 at 0 inches o.c. max. Page 1 Shearwall v; 0.174 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; 0 Applicable? 0.134 = 0.772 feet 16d sinker good for 0.134 kips/each 0.174 16d nails at 9 inches o.c. at SW Anchor bolts; Q Applicable? Design v 0.174 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 4.207 feet 0.174 1/2" dia. good for 0.730 kips/each 1/2" dia. at 50 inches o.c. max. 0 Applicable? Connector A35 U 0.450 kips/each Length of attachment; 1 43.75 Deet Design v; 0.061 kips/ft Connectors ,' 48 ` .: inches,o:c. max.. Connectors at rim joist to mudsill/cripple wall top plate; ❑ Applicable? v 0.174 kips/ft A35 at 0 inches o.c. max. Page 1 bR Line geometry Shearwall summary Line geometry and collector forces Hess residence Level Main Line 1 V1 vi V2 v2 V3 v3 V4 v4 Segment Desc. Wall I Opening 2.66 0.04 Force 6.00 0 6.00 y 8.75 0 8.75 y -0.269 4.00 w 4.00 y -0.661 15.25 0 15.25 y -0.147 3.00 0 3.00 y -0.830 7.00 0 7.00 y -0.965 11.33 w 11.33 y -1.279 4.00 0 4.00 y 0.179 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 15.33 44.00 Maximum collector force; 1.279 kips 16d nail good for; 0.115 kips/each Splice; 11 16d nails, where used Page 1 Wall stability Level Main Line Assembly dead loads; Dead load trib. Lengths Roof; 0.014 ksf Floor; 0.011 ksf Wall; 0.015 ksf E• Stability details v 0.174 kips/ft Design controlled by; Wind Dead load reduction factor; 0.667 Shearwall Dead load trib. Lengths o `o ECUY Holdown C N N •� = O O �e J 4.00 9.00 9.00 0.135 6.2 0.7 3.50 1.65 1.65 HTT16/2-2x4 11.33 9.00 9.00 0.135 17.69 -5.78 10.83 1.28 1.28 HTT16/2-2x4 Page 1 0 Wall line analysis Shearwall Summary Description; I Hess residence Level; Main 771 Line; 3+4 P lateral 8.840 kips Total wall length; 37.750 feet Wall framing species; HF Shearwall; Description; Mark v cap Side 1; 3/8" cdx plywood with Sd nails at 4", 12" o.c_2 0.312 kips/ft Side 2; j None 13 0.000 kips/ft Shearwall v; 0.234 kips/ft Okl v allow; 0.312 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; Q Applicable? 0.134 = 0.572 feet 16d sinker good for 0.134 kips/each 0.234 16d nails at 6; inches. o.c. at SW Anchor bolts; Applicable? Design v 0.234 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 3.117 feet 0.234 1/2" dia. good for �� 0.730 kips/each 1/2° dia. at orf inches o.c. max. E Applicable? Connector [L35__1 v 1 0.450 kips/each Length of attachment; 37.00 Deet / G Design v; 0.239 kips/ft Connectors inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; LJ Applicable? v 0.234 kips/ft A35 at Page 1 16 ? inches o.c. max. -a 71 Line geometry Shearwall summary Line geometry and collector forces Page 1 Hess residence Level Main Line 3+4 V1 v, V2 vz V3 v3 V4 v4 Segment Desc. Wall Opening 8.84 0.15 ". Force 4.00 0 4.00 y 12.75 w 12.75 y -0.618 5.50 0 5.50 y 0.399 4.00 0 4.00 y -0.450 17.00 w 17.00 y -1.068 6.00 0 6.00 y 0.288 8.00 w 8.00 y -0.638 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 t: 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Total lengths 37.75 19.50 Maximum collector force; 1.068 kips 16d nail good for; 0.115 kips/each Splice; 9 16d nails, where used Page 1 m CD d -Lengtn of En 00 shearwall d C) Cn O) � N � w iW Height (ft.) M 4wcn CD W,77W, — — — P!" Wall CD cow (ft) n 4 o CT O N d Roof (ft•) a CD 7 Floor (ft) s 00o Wdl � N � CD Cn o (kips/ft) O.T.M. � rn rn rn (ft -kips) D.L.R. M. w w .o w (ft -kips) Lengtn between L; ,N CD CT N , N Tie force C -n C.0 6.) oD w M (kips) Tie from above (kips) P total (kips) � w 6) -�p-i C" rn i i N N S X X O d � ? ? O 7 m CD d o C3 �p CD CD 4 D) N d Q C. o a � fD O Q c � n n O Cr 0 zi 0 N w A ch Cr Cn •y LT Q CD. N CD W,77W, N !n (A o C3 �p CD CD 4 D) N d Q C. o a � fD O Q c � n n O Cr 0 zi 0 N w A ch Cr Cn •y LT Q CD. N 13 Wall line analysis Shearwall Summary Description; Hess residence Level; Main Line; 5+6 P lateral 7.190 kips Total wall length; 23.000 feet . Wall framing species; I HF Shearwall; Side 1; Side 2; DescriDtion: 3/8" cdx plywood with 8d nails at 3", 12" o.c. None I I Mark v cap 3 0.402 kips/ft 13 0.000 kips/ft Shearwall v; 0.313 kips/ft Okl v allow; 0.402 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; O Applicable? 0.134 = 0.429 feet 16d sinker good for 0.134 kips/each 0.313 16d nails at' 5 inches o.c. at SW Anchor bolts; ❑� Applicable? Design v 0.313 kips/ft ❑ 3 x sill plate? ❑ Double anchor bolts? 0.730 = 2.335 feet 0.313 1/2" dia. good for 0.730 kips/each 112" dia. at28 inches o.c. max. Length of attachment; Design v; Applicable? 23.00 feet 0.313 kips/ft Connector .450 kips/each tV Connectors T . inches o.c. max. Connectors at rim joist to mudsill/cripple wall top plate; 2 Applicable? (V v 0.313 kips/ft A35 at ,W inches o.c. max. Page 1 -7q Line geometry Shearwall summary Line geometry and collector forces 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 23.00 34.25 Maximum collector force; 1.927 kips 16d nail good for; 0.115 kips/each Splice; 17 16d nails, where used Page 1 Hess residence Level Main Line 5+6 V1 v, V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 7.19 0.13 Force 6.25 0 6.25 y 14.50 w 14.50 y -0.785 2.50 0 2.50 y 1.927 11.50 0 11.50 y 1.613 10.00 0 10.00 y 0.169 8.50 w 8.50 y -1.087 4.00 0 4.00 y 0.502 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 23.00 34.25 Maximum collector force; 1.927 kips 16d nail good for; 0.115 kips/each Splice; 17 16d nails, where used Page 1 CD D N N CD B Cr o 0o m 2) CL 0 N CL CD (D 3 os Lengtn of Fo j 0 � shearwall cDCD r O 00 o (h ) Height w o 77 E co Wall CD 0 0o o (ft•) a w o v n Roof (ft) r 7 Floor (ft) Cn 0 o W dl � N V V V o (kipstft) O.T.M. oo W rn (ft -kips) D. L. R. M. �. 90 CO CO (ft -kips) Lengfff— between 0 w Tie force Cn to V w (kips) Tie from above (kips) wP total (kips) -v v 0 0 N N = N N O X X ? C. O 7 D N N CD B Cr o 0o m 2) CL 0 N CL CD (D 3 os CD p p MtU C CL N 4 U3 Ao n � n o c � A_ d O Cr 7 .< N A 0 0 w Ca -o• N M Cr Cn E LT CL CD T Cn 0 0 o r 77 N N VI CD p p MtU C CL N 4 U3 Ao n � n o c � A_ d O Cr 7 .< N A 0 0 w Ca -o• N M Cr Cn E LT CL CD T Cn Wall line analysis Shearwall Summary Description; Hess residence Level; Main Line; P lateral 1.560 kips Total wall length; 8.000 feet Wall framing species; 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; 0.195 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; 0Applicable? 0.134 = 0.687 feet 16d sinker good for 0.134 kips/each 0.195 16d nails at 8 inches,o.c. at SW Anchor bolts; 0 Applicable? Design v 0.195 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 3.744 feet 0.195 112" dia. good for 0.730 kips/each 1/2":dia. at_ 44: inches o.c, max. ate; U Applicable? Length of attachment; 58.00 feet Design v; 0.027 kips/ft Connector 0.450 kips/each Connectors 48 inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate; ElApplicable? v 0.195 kips/ft A35 at 0 . inches o.c. max. Page 1 � Shearwall v; 0.195 kips/ft Okl v allow; 0.213 kips/ft If user -defined SW used; Description; v allow 0.000 kips/ft Sill nailing; 0Applicable? 0.134 = 0.687 feet 16d sinker good for 0.134 kips/each 0.195 16d nails at 8 inches,o.c. at SW Anchor bolts; 0 Applicable? Design v 0.195 kips/ft ❑ 3 x Sill plate? ❑Double anchor bolts? 0.730 = 3.744 feet 0.195 112" dia. good for 0.730 kips/each 1/2":dia. at_ 44: inches o.c, max. ate; U Applicable? Length of attachment; 58.00 feet Design v; 0.027 kips/ft Connector 0.450 kips/each Connectors 48 inches o.c. max. Connectors at rim joist to mudsilllcripple wall top plate; ElApplicable? v 0.195 kips/ft A35 at 0 . inches o.c. max. Page 1 ,n i. Line geometry Shearwall summary Line geometry and collector forces Hess residence Level Main Line 7 V1 vi V2 v2 V3 v3 V4 v4 Segment Desc. Wall Opening 1.56 0.03 Force 39.00 0 39.00 y 8.00 w 8.00 y -1.054 10.75 0 10.75 y 0.290 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 8.00 49.75 Maximum collector force; 1.054 kips 16d nail good for; 0.115 kips/each Splice; 9 16d nails, where used Page 1 37 I ',) Length or cn o shearwall O O N CD < Q00. 3 fD o HeightCD CO CA I C> Wall (R.) a o o C O CL N Q. o' Cr Roof (R) n 0 0 sv r CD CL Floor (R.) Ep N N o W dl 0 0 o Zn (kips/ft) 000 O.T.M. �- �i j .A CD C C C 0 (ft -kips) D.L.R.M. NJ (ft -kips) yLengtn between CD fiac 'Tie force N (kips) ......., . Tie from above (kips) NP total (kips) N O N 4 Q. O I ',) N r CD CO N CD < Q00. 3 fD o a - CO CA I m o o a s CSD o o C CL o' Cr CL n 0 0 sv CL N 0 0 o r 000 �- �i j CD C C C I ',) CD CO o -4a Q00. CO o CO CA CLCL o > 7r s CSD N 0 CD CL o' Cr sv n 0 ni Cr V Ow ti CJy`CP&AU o`er � 3 . 01 �N 60 IJ .�a so �v V nn. J L iiv,E l �jELL � 11 TGA LoGATiON L oc.ssr O S fi 411 1-9P o/O' — OV7 Environmental Health AUG 2 0 2003 Chico, California 3�1. 45 O cvt.. P V -e ck4- 0-4 APPROVF:n 7'9 P if 00 0 V 7 2o Environmental Health AUG 2 0 2003 Chico, California 1� `, 16 q