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HomeMy WebLinkAbout047-680-004047-68-"04 00-I, DAILEY / RYTHER \12aGMCE CT., CHICO CONTR: OWNER NEWLSINGLE FAMILY ,'IA),/ I/ -ZZ -OD NOTES (' RESIDENTIAL I 047-G8-0-004 00-1407 PERMIT NO. DAILEY / RYTHER ` l5tt2 GSMICE CT., CIRCO CONTR: OWNER NEW SINGLE FAMILY f, I � 0 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. ,PIE SPRINKLERS REQ. , SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING -LETTER OFFICE COPY Address CHECKED BY GAS Date Meter By ELECTRIC Meter By Date JOB FINALED (Date) Signature / - I � 0 SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. ,PIE SPRINKLERS REQ. , SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING -LETTER OFFICE COPY Address CHECKED BY GAS Date Meter By ELECTRIC Meter By Date JOB FINALED (Date) Signature / - COUNTY OF BUTTE BUILDING DIVISION ... DEPARTMENT OF DEVELOPMENT SERVICES A 411 Main Street • Chico, CA • (530) 891-2751 J 7 County Center Drive • Oroville, CA • (530) 538-7541 " CORRECTION NOTICE 1%/L c, v GfJ— l 0 -1-7 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. 112 " raL-f A7 <I L /PC Du: r = or, 0 = Not OK - - = NotAppltcable MOBILE HOMES - Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch , 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'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 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports: Windows -Doors 1� 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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date J/gning- Underfloor (Plans) OK except #'s Floo -Slope YZtg., tg., Main; Soils-Elec. Gr d.-/ Ftg. Depth g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Porches & Decks; Soils -Steel-/ /" Ftg. Depth Date Stemwalls, Main; Steel-Blockouts-Wrapped 6. mwalls, Garage; Steel-Blockouts-Wrapped 6 Id Downs and Special Anchors ` 8. lab, Steel -Wrapped Pi -Fireplace Fig. -Steel 14,16 W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date °i 4 r' Card B-1 Date Card B-1 Date pP/ Card B-1 Date Card B-1 Date P MB G (Permit) OK except #'s Date at fHtr.; Vent -Access -Combustion Air Baffle 1 er Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 21. Shower,Pan; Test, First Floor -Tub Access Te ub & Shower, Second Floor -Tub Access 6 Gas Pipe; Sixe & Anchors 6 Fur Ce -Vent Access -Comb. Air -Return Air Vent 115 outlet Date ,W Card B-1 Date Card B-1 Date V Card B-1 Date Card B-1 ' Date E Lfi6T5ICAL (Permit) OK except #'s 2 ixt & Transformer Clearance -Ins. Protection 2 e_V4eceptacles Spacing -Lights & Switches at Doors 2 i oxes & No. of Conductors Stapled ilxll�ec. om nstalled Close to Edge of Studs & C.J. 27 uip round made up w/Mech Fasteners -Bond Gas & Water 2t. 2 Bance Circuits in Kitchen & nductor Size GFI 7 ubieed Wire Size / / ga. Cu r AI- .C. Wire Size / / ga Cu or AI "__ 3&,R'ange Circle /(j Aga Cu o ven Circ. / / ga Cu or Al Insulated Neutral s ❑ No 31. F ce• iser Con ctors & Ground Main Disconnect _. E p. Clearances Panels-Motors-Mech. Equip. 3 Clg11%s Closet Light -Shower Light -Spa Light Ue*gmoke Detector jingle & Duplex) Date FRAMING (Continued) a ers-Post Caps -Anchors -Connectors 7. lin. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. ire ce Ties or Type A Flue -Fireplace Throat Clearance 9 tti c s; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill Ht. & Dimensions 5E.Xarage Fire Protection Framing 52. wall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits idth-Headroom-Rise-Run-Landing-Fire Protection 55r. oodon Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 158Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 4(� 60. B c Interior/Exterior Wall Panels ulation-Walls-Ceilings Infiltration -Walls -Windows Date Card B•1 Date Card B-1 Date t I Card B -t f Date Card B-1 Date ME,¢W"ANICAL (Permit) OK except #'s 6 C3511A'.C,Mcts Insulation & Support 64' e Fan, Exhaust above insulation 6 Cgpdensate Drain & Overflow, Size & Grade 6 Fur Ce -Vent Access -Comb. Air -Return Air Vent 115 outlet 6 . ttic Access & Platform if Furnace in Attic QjKfifec. Trim & Subpanel, Breaker Sizes & Labels . Stairs & Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s ilxll�ec. Sits Proper Materials & Anchors 74 1 Is Studs -Nailing Spacing & Braces -Plates -Sound 7 Bing Walls over Girders & Floor Nailing 7 42-"Dra top in Walls (rat proof) 4P. ue S}o'5s, Furred Ceilings -Stairs -Chasers -Tubs 7 45. Hers & Beams -Size & Bearina jingle & Duplex) Date FRAMING (Continued) a ers-Post Caps -Anchors -Connectors 7. lin. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. ire ce Ties or Type A Flue -Fireplace Throat Clearance 9 tti c s; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill Ht. & Dimensions 5E.Xarage Fire Protection Framing 52. wall & Openings xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits idth-Headroom-Rise-Run-Landing-Fire Protection 55r. oodon Roof Overhang -Attic Vents -Rafter Outriggers iding-Nailing Veneer Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 158Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 4(� 60. B c Interior/Exterior Wall Panels ulation-Walls-Ceilings Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date Card B-1 f Date -X/ Card B - Date ,rO Card B-1 Date Card B-1 Date FINAL (01a)1s) OK except #'s 6 . Steps -Door & Sidelight Protection -Landings 64' Smoke Detector 6 Furnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor -Ducts -Mach. Protection 6 Bqdroom Exiting 6 . ..I. & Bath Fixtures & Tub Access -Spa QjKfifec. Trim & Subpanel, Breaker Sizes & Labels . Stairs & Rails 70 Fireplace or Stove, Clearance -Hearth 71/Elec. Outlets at Wood Panel, Int. & Ext. 7 . K't. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ilxll�ec. Outlets & Receptacles at Kit. Counter 74 rage Fire Door; Swing -Landing -Closure 7 A.C. Duct in Garage -Damper 7 Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. /Garage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location 7 ec. Receptacles in Garage (F.F.I.)-Romex Protection 7 . "ulation-Foam-Looked in Attic 8e G rd Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth earance Looked under Floor ❑ Yes 8 F llowing Instld./Drive As 0 No/Walk es 0 No/Planters 0 Yes No cco Brown -Finish .C. Unit Disconnect, Electrical -Plumbing 8 Is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 4eyVater Well, Disconnect, Electrical, Plumbing 8 . Exterior Elec. Trim, G.F.I. Receptacle -Underground 88 entilation Throughout House lass Protection 9,4 C rrections from Previous Inspections 91' as Test -Meters Tagged, Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 98` Energy Compliance Certificate -Other Certificates 9 Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: /R�v12/96) CO{JNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P RMIT NO. APPLICATION AND PERMIT - . � r ASSESSORPARC BER80-004 `� 6 ZONING BUILDING PERMIT OWNER DAN DAILEY AND CLARK RYTHER TELEPHONE 345-5202 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1943 ROSE LEAF CT, CHICO 95926 946 U 17,028.00 CONTRACTOR'S NAME RYTHER & DAILEY CONSTRUCTION TELEPHONE 519-7000 ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER BUTTE COMMUNITY BANK I Fire lace A 1,500.00 p LENDERS MAILING SS NORTH STAR ENG Total Valuation $ 174,143.00 ARCHITECT OR ENGINEER 20 DELANATION DR, CHICO 95973 LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 893-1600 Plan Checking Fee $ BUILDING ADDRESS• LOT 4 AUTUMN PARK BUTTE CO Energy Plan Checking Fee $ $ 13840 COMICE CT CHICO PERMIT FEE $ LOT NO. 41 SUBDIVISIONS NAME AIM TIVIN PART( PARCEL MAP PLUMBING PERMIT I Ing ee 20.00 USEOFSTRUCTURE SF Ck Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 14 7.00 98.00 Solar or heat pump water heater 23.00 Water piping 15.00 15,00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Ulilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W 920.00 PERMIT FEE $ 178.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200, OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is 'n full force and effect.{� y� 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 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO +conA 46.00 NEW CONST. DWEWNG OCCUP. OR ADDNS. ( 8 ACC. BIDS. )3 763 SO 3•50Fr. 131.70 NON-REOSID MULTRANCI.OU C 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDTTURES 20 @ I'50 aAL p .so Ex. Occup. OuTIEEDTSA PR�SEs o.OE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring +_23,00J PERMIT FEE $ 174.70 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?L 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 forthwith com ly wqh those provisions. � / X11 � Date �p`�X 1) '��o 0� Signature of Applicant - ❑ Owler ❑ Contractor ❑ Agent An OSHA permit is required for ex avations over 5'0" deep and demolition or construction of structures over 3 stories in hei t. MECHANICAL PERMIT Fling Fee 1 20.00 Heating 2-0.00 Cooling Hood 6.50 6-50 Ventilation 4 50 ig no PERMIT FEE S - Mobile Home Installation Fee $ Energy Inspection Fee Is 46-00 Occ CONST. TYPE TOTAL FEE $ 2014.50 ATNT HA2. ✓ D. FE6 IMP I FLOOD I COF PARCEL I Po HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work have been paid. Indic�A= tReceiptNo. piyoll PERMIT EXPIRES ON 1 ate - WHITE-D.D.S.- .D. CANARY -ASSES OR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 • Telephcne (530) 538-7541 PERMIT NC 12/96)I APPLICATION AND PERMIT fyI) A �S sSORP�R�Eti^IumeER ZON1NO BUILDING PERMIT y� ? 0 OWNEh TELEPHONE SO. F7. l/eF%7- . -LOCC_. —_- BUILDING VALUATION LD0INJ•7G �VA/L�'U`A-�OT� IO NDai DQLk� G N i- 7-F OWNER'S ADDRESS -1AI1D\iS'eIMU CO'S NAMTELEPHONE - C q CONT TORS MAILING ADDRESS - I CO TRUCTI N LENDER L1 i L1' ilk— LENDER NO ADDRESS Fire lace Total Valuation S ARCH OR EN�NEER L Jr t ICO LICENSE NO. —Filing Fee S 20.00 ARCMTECT OR ENCMEERS MALLJNG ADDRESS Permit Fee Q� Plan Checking Fee $ 5j p SS �-.D;r St �, - Energy Plan Checking Fee �j. 1 q 06� �C �T C= �t�C1 PERMIT FEE s 3 J LOT NO. s IONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 f - Solar or heat pump water heater 23.00 SF ?P Duplex ❑ Mobilehome ❑ Other Water piping 15.00 , SPECFy Each gas water heater or vent 15.00 15 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 .0— New 1A Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Building sewer 15.00 15, V-0 Describe Work: Mobile Home I S I G I W @20.00 ] O PERMIT FEE _ ELECTRICAL PERMIT Fling Fee 20.00 600V OR LESS Main Service 200A OR LESS 23.00 J,3, o -V j77 Main Service 200A TO I000A 46.00 NEW �J%� D O OR ADD NST. D6 ACC.BIOS. P Ft. -/D 3.5¢ 'L NEW CONS . MULTI-GLITLEi I NON -REBID. @7.50 /') POWER APPARATUS "j`� �. V CJ 8 SINGLE OUTLET CIR C/ p Z5 Ex. Ex. OCCU . OUTLET OR FIXTURES 20 � ®I.00 .S0 17/ I Ex. Occup. O D.ED OEX 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Fling Fee 20.00 Heating JQ . o-0 Cooling '76, " Hood 6.50 ('50 Ventilation J/ S ° % - c -O PERMIT FEE 3W14- Mobile Home Installation Fee S Energy Inspection Fee SCO TT�FEE $HAZ. 0 F IMP 0 CD SUE 1 \ This permit is hereby issued under the applicable provisions C of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON `COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION + 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: ndV + ASSESSOR PARCEL NUMBER: y O 0 q Proposed Building se:Building Inspector: i2i� Date: At time of permit application, I w advised the following data must be submitted prior to permit p cessmI and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. egineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- ergy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ ❑ 8. Hazardous Material Form. ❑ 9 ufactured Home data and installation instructions including Tie Down Specifications.------------------ ' ees of --��--Z5= -=0------------------------ --------------------------------------- a ------------ r act fees as shown on the attached schedule.--------------------------------------------------------------- -3 / —OO 2. California Department of Forestry plan approval/fees. d- aag) V-0-- 2'/— L, ❑ 13. Flood elevation certificate. --------------- - Sanitation and plot plan approval C J Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17:.Encroachment PIapproval for (A) Use: Q (B) Parking: _. ct Land Development about ElImprovements, ❑ Drainaggal Parcel. Permit for driveway (construction approval prior to occupancy). ---- 020. Pre -inspection for required Request to Building Inspector on 02 1. Contractor's license information. (Number, Name Style, Classification). ----------------------------- 022. Workers' Compensation carrier and policy number. ----------------------------------------------------. ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). P2,4". Letter of signature authorization. ------------------------------------------ /JA 5. Recorded copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. -------------------- 029. ❑433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: -6 P \ , <)o (Date) P Wh n you issue the permit, process as follows ❑ Mail to owner, ❑ Mail to contractor. V Telephone 70 0 and hold for pic;i4p at( A i C- 17 office. ❑ Deliver with inspector. Applicant: Date: 6"20—� Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: �t Copy of plans"S'ent ❑ Health Department, ❑ Fire Department, ❑ Other: Date. By: 1. Index permit application for the above items numbered: &f1an Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, 13 Building Division counter, by Date: Contractor, designer, owner, was of the above W aha y ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: o • Z ate: J�k L L/ Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 1: �+ J E.H. USE ONLY Plot Plan Attached Floor Plan Attached VeS Sant TO: Building Department h FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well X Clearance for Other iorrn-e. Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPAR'T'MENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER %J &.,—J PROPOSED BUILDING USE �3aS_' Z0, 66::,�. UILDING PERMIT FEES -- Balance Due ................ $ o A.P. # L/ -/- 6 Y — 00 DATE '�> d 0 J • RECEIPT # DATE REC 713-a-7) -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ - Revised Plan Checking Fee ....... $ .2.. CHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) // B "Residential ........ x $360.00 = $ 3 b b Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x ; = $ #Units Amt. Commercial (sq.ft.) .. x =$ . Sq.Ft. Amt. l Re'5. MCREATION DISTRICT FEES (paid at District Office) 6 THERMALITO DRAINAGE DISTRICT FEES 0 (paid at Building Division) 7. RA FIRE INSPECTIONI AND PLAN CHECK $89. 0 (paid at Building Division) Pit &/2_b/6a-z> keL A a9`��lpo 8. WATER TENDER FEES (Battalion # ) 200.00 (paid at Building Division) CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE 6 —.� b -, 2000 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) rF+,1 '+. _41 w` COUNTY OF BUTTE .eT.1-0 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY -CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE Ae,,e 1. BUILDING PERMIT FEES -- Balance Due ................ $ 1/ ;t -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES. (paid at District Office) • SHERIFF FEES (paid at Building Division) / Residential ......... x $360.00 = $ b Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . Ix = $ #Units Amt. Commercial (sq -ft.) . . x _$ Sq. Ft. Amt. Ve-'5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at'Building Division) 1. SRA .FIRE INSPECTION AND PLAN CHECK $89.00 (paid, at Building Division) pOL ( f yp% P 0 0(� a , 8. WATER TENDER FEES (Ba alion # ) $200.00 (paid at Building Division) _b 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # `�-/ '~' 6Y — O0 DATE O v RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. c _ APPLICANT M� DATE 6 , b 2000 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). . Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) -' COUNTY OF BUTTE. DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .T. 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER 0 G. nbJ . + I e iw PROPOSED BUILDING USE .—Vi ' t.a xr,"BUILDING PERMIT FEES -- Balance Due ................ $ /3 j 0 -- Additional Fees Due ........... • $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ �2. SCHOOL DISTRICT FEES �+y (paid at District Office) . 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 (per unit) . x ''*? - = $ #Units Amt. Commercial (sq.ft.) .. x =$ So. Ft. Amt. . RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $511,0,00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) fV2,0 ® 0 k 'z�qC?4 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) ,,,�9. CSA 87 TRAFFIC FEE $2500.00 (paid at 'Building Division) ' �}yk 10. OTHER DATE' a RECEIPT # DATE REC n 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. APPLICANTI 1: �� DATE 6i Q6 Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 6 c June 29, 2000 Dailey/Ryther Construction 1943 Roseleaf Ct. Chico, CA 95926 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX . Parcel Number: 047-680-004 Building Permit Number: 00-1407 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information'and/or make revisions to plans, specificationsand calculations as follows: 10 Provide foundation design per the subdivision soils report or provide a soils test with an index rating and provide a foundation design if index rating is 20 or above. Your subdivider should have a copy of the subdivision soils report. 2. Skylights are not modeled in the energy calcs. ✓X. Review of the building plans by the Butte County engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II - The items identified below must be submitted prior to permit issuance. These items were noted at -the time of permit applic• n on the PERMIT APPLICATION DRA SHEET. 1. Balance of building permit fees is $ 1325.20. 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to owner). 3. Sheriff fees in the amount of $360.00 4. Complete and return Recreation District Fee form. 5. Pay CSA* 87 Traffic Fee of $2500.00 6. Secure encroachment permit from Department of Public Works. Sincerely, Martha Whitney Plans Examiner cc:Northstar Engineering •' APPLICANT: OWNEIF PERMPI A. P. WORK DATE - 2q: o o PICC -ECT PROCESSING -:ORD DESCRnmoN OF STEP ` • RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAAffLY, DUPLEXAND MISCELLANEO US ONLY Owner: T L �eyj Building Permit Number: Plans Examiner: A P. Number: GENERAL: XZoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. 15' Existing violations on the property - IV Recorded notice of violation. PLOT PLAN: /°1 Complete parcel size and dimensions. x Setbacks, side yard, easements, @tc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6. Special conditions on Parcel Map (Noise SRA, Fire Sprinklers, Water Tende ,Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). /2' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights(Uniform Building Code section 310.6). �! GFCI in baths, garage, kitchen, wet .ba% and exterior receptacles (NEC 210). Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 19' Prohibited locations of gas heating equipment`(Unifori i Mechanical Code 304.5). Garage fire«all separation:- rewired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location- Alcove clearance (UMC section 205 confined space & 223 unconfined space). �2. Smoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). J4. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 92csuCTURAL DETEgineer;-d toal ventional construshaped buildings iform Building Code section 2320.5.4). ndard bracing ore design nr orm Building Code se6tion 2320.11.3).Clerestory requiring branung and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. ' Floor construction details complete enough to construct building. 7: Elevations and wall construction details complete enough to construct building. 8.' Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. 11. Garage door header size(s). 12. Porch header size(s). tud heights. 4. xpansive soil — special foundation design required. Retaining walls requiring design. 16: Special Inspection requirements. 17. Header sizes. _ . I • CGYId ' 18. Gypsum wallboard nailing inspection required.` MISCELLANEOUS ITEMS: 0116 Ve / 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform"Buildmg Code section 1006): f Guardrails (Uniform Building Code section 509). 3.: Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.—weep screeds (Uniform Building Code section 2506.5). �^ Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oof covering type= (fire hazard). Foam insulation —protection. 3b'.':halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three —story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 Attic access and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG requirements. Sound requirements. ate-1-7 0 fEnergy design compliance and supporting documentation. Flashing at all exterior openings. WCDF responsible area requirements. 17. Building Perr mLrequirements: 17.1. 17.2. Flood elevation certificate.Q/�LD 17.3. Fire Sprinklers required. qnf/ c� 17.4. Special Inspection requirements. 17.5. _ Use Peiiriit conditions.: 17.6. Sub-Standard Housing letter. • s Page 2 of 2 0 • CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF-1R ------------------------------------------------------------------- - Project Title.......... Dailey Date..06/16/00 13:50:02 Project Address........ Comice Court ******* ----------,-[---------- Chico, California *v5.10* 90 `1Ta7 Documentation Author... JIM PETERSON ******* Bui germit # Northstar Engineering k020 _ 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. -------------------------------------------------------- MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Dailey ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 2817 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 27.0 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 13.2 a of floor area Average Glazing U -value.... 0.52 Btu/hr-sf-F Average Glazing SHGC....... 0.67 0.088 Average Ceiling Height..... 8.3 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type ------- R -value -------- R -value R -value --------------- U -value Location/Comments ------- ------------------------ Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-27 R-38 0.025 Attic (W) Window Front FENESTRATION Window Orientation -------------------- Window Front (W) Window Front (W) Window Front (W) Window Right (SW) Window Front (W) Door Front (W) Window Front (W) Window Front (W) Window Front (W) Window Left (N) Window Left (N) Window Back (E) ------------ Area U- Interior (sf) Value SHGC Shading ----- ------ ------ --------------- 6.0 0.500 0.650 Standard 20.0 0.500 0.650 Standard 20.0 0.500 0.650 Standard 20.0 0.500 0.650 Standard 6.0 0.500 0.670 Standard 20.0 0.600 0.730 Standard 6.0 0.500 0.670 Standard 20.0 0.500 0.650 Standard 20.0 0.500 0.650 Standard 6.0 0.500 0.650 Standard 15.0 0.500 0.650 Standard 15.0 0.500 0.650 Standard Over - Exterior hang/ Shading Fins -------------- ----- Standard None Standard None Standard None Standard None Standard None Standard None StaNone Sta;9dE 1None 0 DEPARTk9' St Sr 0 @ e ohe �c.. R d CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Dailey Date..06/16/00 13:50:02 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 'Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Dailey ------------------------------------------------------------------------------- FENESTRATION Over - SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 2801 HVAC SYSTEMS Minimum Duct Area U- Equipment Type Interior Exterior hang/ Orientation ---------------- Furnace (sf) Value SHGC Shading Shading Fins •- -------------------- Window Back (E) ----- 15.0 ------ 0.500 ------ 0.650 --------------- Standard -------------- Standard ---- None Window Back (E) 15.0 0.500 0.650 Standard Standard None Window Back (E) 15.0 0.500 0.650 Standard Standard None Door Left (NE) 20.0 0.600 0.730 Standard Standard None Window Left (NE) 15.0 0.500 0.650 Standard Standard None Window Back (E) 30.0 0.500 0.650 Standard Standard None Window Back (SE) 15.0 0.500 0.650 Standard Standard None Window Back (SE) 8.0 0.500 0.650 Standard Standard None Door Back (E) 20.0 0.600 0.730 Standard Standard None Window Back (E) 12.0 0.500 0.650 Standard Standard None Window Back (E) 12.0 0.500. 0.650 Standard Standard None Window Right (S) 6.0 0.500 0.650 Standard Standard None Door Right (S) 15.0 0.600 0.730 Standard Standard None SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ Standard Slab 2801 HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.610 50 R- n/a REMARKS ------- —TE C F`s,t r- •--. '- a.- ^oW. Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type ---------------- Furnace ------------ 0.800 AFUE ------------ Attic ------------------------- R-4.2 No No ------- Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.610 50 R- n/a REMARKS ------- —TE C F`s,t r- •--. '- a.- ^oW. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- Project Title.......... Dailey. Date..06%16/00 13:50:02 -------------------------------------------------------------- MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run-Dailey ------------------------------------------------------------------------------- REMARKS 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.. DESIGNER or OWNER Name.... JIM PETERSON Company. NORTHSTAR ENGINEERING Address. 20 DECLARATION DRIVE CHICO, CALIFORNIA Phone... (530) 893-1600 License DOCUMENTATION AUTHOR Name.... JIM PETERSON Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. � � &W 1l0- � Signed. . (o -s, (date) (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) AWTTE Caw" �WPLQING :E .1. •, MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Dailey Date..06 16 00 13:50:02 Project Address........ Comice Court ******* --------------------- Chico, California *v5.10* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Dailey 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 ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. WW-TEW`NIy 150(e): Installation of Fireplaces, Decorative Gas Appli'anaes ,- 1, I x r NG DEQ .; and Gas Logs -- 1. Masonry and factory -built fireplaces have: PPROVE e!' u_ 1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------- Project Title.......... Dailey Date..06/16/00 13:50:02 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 Program -FORM MF -1R I I User#-MP2089 User-Northstar Engineering Run-Dailey --------------"---------------------------------------------=------------------ 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. ✓ 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. ✓ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or ✓ cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBG 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A,,or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. •� 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric 7E Cowly resistance heating and no pilot light. 'Y_NC ������� 2. System is installed with: t a. At least 36 inches of pipe between filter and heater - for future solar heating.riPPROVED MANDATORY MEASURES ------------------------=------------------------------------------------------ CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Dailey -------=----------------------------------------------------------------------- ------------------------------------------------------------------------------- Date..06/16/00 13:50:02 MICROPAS5 v5.10 File -7000 Wth-.CTZllS92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Dailey b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. !/ RIM 1L�.�J COMPUTER METHOD SUMMARY Page 1 C -2R - ---------------------------------- Project Title.......... Dailey Date..06/16/00 13:50:02 Project Address........ Comice Court ******* --------------------- Chico, California *v5.10* Documentation Author... JIM PETERSON ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Dailey ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 11.67 ---------- 9.37 ---------- - 2.30 = = Space Cooling.......... 10.79 11.22 -0.43 = = Water Heating.......... 10.12 8.77 1.35 = = Total 32.58 29.36 3.22 = _ *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 2817 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 23340 cf 2801 sf 13.2 % of floor area 0.52 Btu/hr-sf-F 0.67 8.3 ft /51 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Dailey Date..06 16 00 13:50:02 ----------------------------------------------------------- MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Dailey ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION FENESTRATION SURFACES Floor # of U- Act Vent Vent Air Interior Shade Orientation Area Volume Dwell Cond- SHGC Thermostat Height Area Leakage Zone Type -------------- (sf) ----- (cf) ------- Units ----- itioned ------- ----- Type (ft) ----------- ----- (sf) Credit -------- --------- HOUSE ---- -------------- -------------- 1 Window Front (W) 6.0 Residence 2817 23340 1.00 Yes Standard/0.68 Setback 2.0 Standard No Front (W) 20.0 0.500 OPAQUE SURFACES 270 90 Standard/0.76 Standard/0.68 Area U- --------------- Insul Act 20.0 Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Right Gains Reference Comments -------------- HOUSE ------ ----- ----- --- ---- 5 ----- ------------ ---------------- 1 Wall 178 0.088 13 270 90 Yes W.13.2X4.16 Front 2 Wall 28 0.088 13 225 90 Yes W.13.2X4.16 Window 3 Wall' 168 0.088 13 270 90 Yes W.13.2X4.16 8 4 Wall 419 0.088 13 0 90 Yes W.13.2X4.16 Standard/0.68 5 Wall 120 0.088 13 90' 90 Yes W.13.2X4.16 Standard/0,:76 6 Wall 12 0.088 13 45 90 Yes W.13.2X4.16 90 7 Wall 17 0.088 13 45 90 Yes W.13.2X4.16 0 90 8 Wall 26 0.088 13 90 90 Yes W.13.2X4.16 0.650 9 Wall 17 0.088 13 135 90 Yes W.13.2X4.16 0.650 10 Wall 32 0.088 13 90 90 Yes W.13.2X4.16 11 Wall 16 0.088 13 135 90 Yes W.13.2X4.16 12 Wall 106 0.088 13 90 90 Yes W.13.2X4.16 13 Wall 427 0.088 13 180 90 Yes W.13.2X4.16 14 Roof 2817 0.025 38 n/a 0 Yes R.38.2X4.24 Attic FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- HOUSE ----- ----- ----- --- ---- -------------- -------------- 1 Window Front (W) 6.0 0.500 0.650 270 90 Standard/0.76 Standard/0.68 2 Window Front (W) 20.0 0.500 0.650 270 90 Standard/0.76 Standard/0.68 3 Window Front (W) 20.0 0.500 0.650 270 90 Standard/0.76 Standard/0.68 4 Window Right (SW) 20.0 0.500 0.650 225 90 Standard/0.76 Standard/0.68 5 Window Front (W) 6.0 0.500 0.670 270 90 Standard/0.76 Standard/0.68 6 Door Front (W) 20.0 0.600 0.730 270 90 Standard/0.76 Standard/0.68 7 Window Front (W) 6.0 0.500 0.670 270 90 Standard/0.76 Standard/0.68 8 Window Front (W) 20.0 0.500 0.650 270 90 Standard/0.76 Standard/0.68 9 Window Front (W) 20.0 0.500 0.650 270 90 Standard/0,:76 _Standard/0.68 10 Window Left (N) 6.0 0.500 0.650 0 90 Standard/0��76 tSsa ""dcY/0.68 11 12 Window Window Left Back (N) (E) 15.0 15.0 0.500 0.500 0.650 0.650 0 90 90 90 Standardf0.76 Standar / .%6s Standard/0.68 Sz ndardrO.68 13 Window Back (E) 15.0 0.500 0.650 90 90 � 6 Standardr.andard/0.68 14 Window Back (E) 15.0 0.500 0.650 90 90 Standar, .68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Dailey Date..06/16/00 13:50:02 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7000 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Dailey ------------------------------------------------------------------------------- FENESTRATION SURFACES Area U- Act Exterior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC 15 Window Back (E) 15.0 0.500 0.650 90 90 Standard/0.76 16 Door Left (NE) 20.0 0.600 0.730 45 90 Standard/0.76 17 Window Left (NE) 15.0 0.500 0.650 45 90 Standard/0.76 18 Window Back (E) 30.0 0.500 0.650 90 90 Standard/0.76 19 Window Back (SE) 15.0 0.500 0.650 135 90 Standard/0.76 20 Window Back (SE) 8.0 0.500 0.650 135 90 8tandard/0.76 21 Door Back (E) 20.0 0.600 0.730 90 90 Standard/0.76 22 Window Back (E) 12.0 0.500 0.650 90 90 Standard/0.76 23 Window Back (E) 12.0 0.500 0.650 90 90 Standard/0.76 24 Window Right (S) 6.0 0.500 0.650 180 90 Standard/0.76 25 Door Right (S) 15.0 0.600 0.730 180 90 Standard/0.76 System Type ---------------- HOUSE Furnace ACSplit SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 2801 Interior Shade Type/SHGC -------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas Standard 1 0.610 REMARKS Tank HVAC SYSTEMS Size Insulation Minimum ------------ Duct Duct Tested Duct ACCA Duct Efficiency ------------ Location ------------- R -value ------- Leakage Manual D ------------------ Eff ------- 0.800 AFUE Attic R-4.2 No No 0.737 12.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor 1 Storage Gas Standard 1 0.610 REMARKS Tank External Size Insulation (gal) R -value 50 . R- n/a jUTTE 0011U ' � !a t • � Cf �y.J r NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (530) 893-1600 FAX (530) 893-2113 STRUCTURAL CALCULATIONS PROJECT JOB NO. 7 0 D 0 LOCATION FA i2 14 i 1S !- DATE 4� CODES: Uniform Building Code, 1997 Edition RISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 nsi @ 28 Days Masonry: f'm = 1500 psi, Mortar: 'f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days "RpFESS/pay Steel Reinforcing: A-615 Grade 40 for #4 and smaller -615 Grade 60 for #5 and larger M. RI�,yFq�F,y� Structural Steel: AS---,-/-, A-36 CID FG z_•; Steel Pipe. ASTM A53 Grade B. co Steel Tubing: ASTM A500 Grade A or B 5 Machine Bolts, Anchor Bolts: ASTM A307 Grade A 3 ,:Wood Connectors: Simpson Strong -Tie or equal. Wood: Struct Lt Frwli ng, Joists & Planks: D.F. #2 clvl1. Bea -ns & Stringers, Posts & Timbers: D.F. T1 9TF�F CAI�Fo� Plywood: A. P.A. Rated Sheathing, Grade CD, UBC Std 25-9 OR OSB of equal or greater allowable stress Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers,: 24F -V8 Combination LOADS: Roof Live Load: 6O bsf Floor Live Load: +0 psf Seismic Zone 3 ✓ Wind Speed: -75 mph Exposure: IS Method 2 used unless otherwise noted. Allowable Soil Bearing /Z 00 psf ✓ ARE SPECIAL INSPECTIONS REQUIRED N GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and .or details are designed by others and are r_ot .the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. 611�0->4o 7 Page 1 of Z. 1. i3UTTE ouN ii &V1LD1NG*DGPARTMGNT ADpRnVlzp NorthStar BY: JMR ENGINEERING 5/19/00 JOB N0:=000 PG. 2 OF PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. GRAVITY LOADS: LATERAL LOADS: 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.5 PSF R-30 INSULATION (OPTIONAL) ..2.0 PSF 5/8" GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 0.8 PSF DEAD LOAD 14.0 PSF LIVE LOAD 16.0 PSF / TOTAL LOAD 30.0 PSF v SEISMIC: 2.5 * .36 * W = .200W FOR LIGHT FRAMED 4.5 S H EARWALLS WHERE R = 4.5 FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca = .36 PER UBC TABLE 16 - Q E = p * VW = 1.5 VW .300W (PER UBC EQ. 30.1) / NET SEISMIC FORCE _ .300W / 1.4 =.214W !/ WIND: EXPOSURE B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF P-RE-SSURE Ce 0 - 15' 0.62 Cq*qs*Ce= 0.0117�SF 15'- 20' 0.67 = 0.0126 KSF 20'- 25' 0.72 = 0.0136 KSF- 25` - 30' 0.76 = 0.0143 KSF 30'- 40' 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: J n 2 DATE: 'OO JOB NO: PAGE j 0= FL M rtnoltar ENGINEERING Civil Engineers• Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893.2113 By: MEM " Northttar Date: 5/22/00 ENGINEERING Job No. 7000 Page �- of PARTIAL LATERAL DESIGN LINES:2.3,3,A�,& F COMPLY WITH U.B.C. SECTION 2320 THER ORE NO ANALYSIS REQUIRED. SHEAR WALL LINE 1: WITHOUT SHEAR PANEL, TYP. L1 I,Lsw1 I, L2 L3 ILsw3 I, L4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 VVA-t(LlA/E b Dbt� 4cm C//r pop, •� vis -cu lfE')% w/ �. INDICATES SHEAR WALL 7/130 0:00 PANEL SECTION, TYP. L1 = - 2 FT Lsw1 = 2.33 FT L2 = 11.67 FT Lsw2 = 2.83 FT. L3 = 16.34 FT Lsw3 = 2.83 FT L4 = 2 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 40 FT SHORTEST LENGTH OF SHEAR WALL = 2.33 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 2.76 K L5 I,Lsw5 I, L6 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.47 K LATERAL FORCE THAT GOVERNS (V) = 2.76 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) _ 623 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 58 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 12 FT HEIGHT OF TRIBUTARY WALLS.(Hwall) = 8 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 12.914 K TRIBUTARY WALL AREA FOR WIND (AREAwy = 117 FT"2 WIND PRESSURE (P) = 0.0126 KSF By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/22/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7000 530-893-1600 Page j of FAX 530-893-2113 LATERAL FORCE PER UNIT LENGTH (v).= V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.346 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 2.77 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 0.85 * (4'*' Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.14 K INET UPLIFT FORCE = Fuplift - Fdwn = 2.62 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 0.14 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 0.51 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) _ -0.30 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.48 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) _ -0.65 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.14 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1. + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.51 K MIN. DRAG STRUT FORCE _ -0.65 K USE; SHEAR WALL NO. 2 & . PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. By: MEM Date: 5/22/00 Job No. 7000 Page j of SHEAR WALL LINE 2: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. N®rthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 LLswl L L2 LLsw2 L L3 sw3 L4 Lswj L5 Lsw5 L6 L . �d L1 = 2 FT Lsw1 = 3.5 FT L2 = 16 FT Lsw2 = 3.5 FT L3 = 17 FT Lsw3 = 0 FT L4,= 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 42 FT SHORTEST LENGTH OF SHEAR WALL = 3.5 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K " W = 2.94 K LATERAL WIND FORCE ON WALL (Vw) = AREAw " P = 2.27 K LATERAL FORCE THAT GOVERNS (V) = 2.94 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 ` TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 643 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 78'FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 40 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.01 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = "0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs " DL + (Hwally 2) ` (Lwext' Dlwext t LwintDLwint) W 13.722 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 180 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.420 KLF UPLIFT FORCE (Fuplift) = v' Hwall = 3.36 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3' (4'* Lsw1 / 2 ' DL + Lsw / 2 ` Hwall ' Dlwext) By: MEM NorthStar 20 DECLARATION DRIVE Date: 5/22/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7000 530-893-1600 Page —j of FAX 530-893-2113 Fdwn = 0.16 K NET UPLIFT FORCE = Fuplift - Fdwn = 3.20 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V/ L) * L1 = 0.14 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.08 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -0.03 K DSF4 = v * (Lsw1 + Lsw2)-' (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 1.19 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ` (Lsw1 + Lsw2 + Lsw3 + LSw4) - (V / L) ` (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ` (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v ' (Lswt + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.19 K MIN. DRAG STRUT FORCE _ -0.03 K USE: SHEAR WALL NO. 3 . PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. BY: /r__ �L DATE: v I OO JOB NO: ?AGE v OF MrthStar ENGINEERING Civil Engineers- Planners- Surveyors 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 47 V_ 45 z). 014 + ����.o).olc2vT3�(�a�.o� 2.8 � L4 2 awl eZ 2X By: MEM Date: 5/22/00 Job No. 7000 Page of SHEAR WALL LINE 4: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 I,Lsw1 I, L2 I,Lsw2 I, L3 I,Lsw3 I, L4 L Lsw4 L5 Lsw5 L L6 L1 = 2 FT Lsw1 = &.<FT L2 = 31.92 FT Lsw2 = 6.83 FT L3 = 16.75 FT Lsw3 = 4 FT L4 = 2 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT g 3 TOTAL LENGTH OF WALL (L) = 72 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT ' LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 3.01 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 3.65 K LATERAL FORCE THAT GOVERNS (V) = 3.65 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 444 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 110 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 20 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 14.056 K .TRIBUTARY WALL AREA FOR WINIJ (AREAw) = 290 FT^2 WIND PRESSURE (P) _ 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.189 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 1.51 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (7' * Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) By: MEM North -Star 20 DECLARATION DRIVE Date: 5/22/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No.. 7000 530-893-1600 Page f 0 of FAX 530-893-2113 Fdwn = 0.30 K NET UPLIFT FORCE= Fuplift - Fdwn = 1.21 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.10 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.07 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + L2) _ -0.55 K DSF4 = v * (Lsw1 + Lsw2)-- (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.40 K DSF5 = v * (Lsw1 + Lsw2)'- (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3) _ -0.45 K DSF6 = v " (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.10 K DSF7 =,v * (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v ' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) " (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v " (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.07 K MIN. DRAG STRUT FORCE _ -0.55 K USE: SHEAR WALL. NO. 1 6 PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. By: MEM - Date: 5/19/00 Job No. % ODJ Page I i of SHEAR WALL LINE & G INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar 20 DECLARATION DRIVE ENGINEERING � cHlco,cALIFORNIA9s973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. L1 Lsw1 L L2 Lsw2 L L3 ,Lsw3 L L4 Lsw4, L5-LLsw5 L6 FT L1 = 15 FT Lsw1 = 1ON L2 = 7.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 FT L4 = 0 FT Lsw4. = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 42.5 FT SHORTEST LENGTH OF SHEAR WALL = 20 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 4.34 K LATERAL WIND FORCE ON WALL (Vw) _, AREAw * P = 3.28 K LATERAL FORCE THAT GOVERNS (V) 4.34 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 ,TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1003 FT DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 60 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 60 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 8 FT DEAD LOAD OF WALLS EXTERIOR (Diwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W= 20.282 K TRIBUTARY WALL AREA FOR WIND (AREAw) _ - 260 FTA 2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) O v = a Z+l 0.217 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 1.74 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 0.85 * (6"* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 1.80 K By: MEM N®rthStar 20 DECLARATION DRIVE Date: 5/19/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. —7000 530-893-1600 Page ; 2 of FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = -0.07 K NO HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 1.53 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.77 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v ' (Lswt + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v ' (Lsw1 + Lsw2 + Lsw3) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v' (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) . DSF9 = 0.00 K DSF10 = v(Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.53 K MIN. DRAG STRUT FORCE = 0.00 K USE: SHEAR WALL NO. 1 HOLDOWN NOT REQUIRED By: MEM Date: 5/19/00 Job No. Page j 3 of SHEAR WALL LINE E: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. 4orthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. ' L L1 LLsw1 I, L2 I,Lsw2 L L3 LLSW3 1, L4 I, Lsw4l, L5 1,Lsw5 L L6 L1 = 2 FT Lsw1 = 15 FT® L2 = 22.5 FT Lsw2 = 12 FT L3 = 2.5 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT TOTAL LENGTH OF WALL (L) = 54 FT . SHORTEST LENGTH OF SHEAR WALL = 12 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 7.70 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 5.57 K LATERAL FORCE THAT GOVERNS (V) = 7.70 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.214 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1918 FT DEAD LOAD OF DIAPHRAGM (DL) _ . 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 78.83 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 102 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = .8 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 35.97712'K TRIBUTARY WALL AREA FOR WIND (AREAw) _ - 442 FT^2 WIND PRESSURE (P) = 0.0126 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 +.Lsw5) IV= 0.285 KIL UPLIFT FORCE (Fuplift) = v * Hwall = 2.28 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwint) Fdwn = 0.43 K By: MEM N®rthStar 20 DECLARATION DRIVE Date: 5/19/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7cc5O 530-893-1600 Page of FAX 530-893-2113 NET UPLIFT FORCE = Fuplift - Fdwn = 1.85 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.29 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.85 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) _ -1.35 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.36 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v' (Lswt + Lsw2 + Lsw3) - (V / L) . (L1 + Lsw1 + L2 + Lsw2,+ L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lswt + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v' (Lswt + Lsw2 + Lsw3 + Lsw4) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 +.L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v(Lswt + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) ' (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF1o= 0.00 K MAX. DRAG STRUT FORCE = 1:85 K MIN. DRAG STRUT FORCE _ -1.35 K USE: SHEAR WALL NO. 2 n PHD2-SDS3 HOLDOWN ON 2- 2X WITH SSTB20 A.B. 4l �b `w BY: DATE: =10 D joE N0: :.. = 7 OF HorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARRAT10N'D=iVE CHICO, CALIFORNIA 915973 530-893-1600 FAX 530-893-2113 SHEAR WALL'SCHEDULE SHEAQ WALL 0 Q3 0 Q Q Q ALLOWABLE LOAD/FOOT 200 380 490 550 040 X00 980 IZ,3,8 3/811 3/� ; 3/8113/8; 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX STPUCT I CDX 2 SIDES 2 SIDES EDGE NAILING 5 8d (8 0" 8d (o4"' 5 ra 3" 8d (@ 3" 3 8d (8 2" 3 8d (8 4" 3 8d 3" FIELD NAILING 5 8d (@ 12" 8d (@ 12" 8d (E) 12" Sd 0 12" 8d (@ 12" 8d (@ 12" ed (@ 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6. I0d ra 4" 10d (a 3" l0d n 3" 10d (a 4' 10 lod (@ 3" 10 10d 3" 10 io 10d (@ n 3" CLIP, BLOCK '7 L550 LS50 LS90 LS90 LS90 LS90 LS90 TO PLATE 22" (@!411 n l0" n lo" (@ 12" (@ 12" r g" 5/8" 5/8110 5/8" 0 5/8" 0 5/8" 0 ANCHOR BOLT 48" o.c. 18" O.C. .14" o.c. 12" o.c. 28" o.c. 24" O.C. 18" o.c. SPACING 9 30" o.c. 13" o.c. 10" o.c. 9" o.c. 18" o.c. 15" o.c. !I" O.C. !. OVER DOUGLAS FIP STUDS (@ 10" O.C., HEM -F IQ TOP PLATES APE OKAY 2. A_L PAN=L -DGES BAC<ED WITH 12 -INCH NOMINAL OP WIDER FRAMING U.O.N. 3. 4---- VERTIAL STUDS RECEIVING- EDGE NA,LING FROM ABUTTING PANELS SHALL B- AS SHOWN IN NOTE 1:4 4. APPLIED OVEP 3 -INCH NOMINAL O? WIDEP FRAMING WITH NAILS STAGGERED -• ^—•ILS 5_^^—.LL BE 8d HOT DIPPED GALVANIZED OR ad COMMONS o. D.F. SILLS REQUIRED, STAGGER ALL SILL NAILS - i. SiMPSOIN MA:NUFACTUPED CLIPS AT 24" O.C. FOP ENTIRE BALANCE OF WALL LINE. "BLOCK" MA.Y BE TRUSS CHORD OR RAFTER PEP DETAIL. S. CSB WIT; ; A_LOWABLE STRESS ANDTHICKNESIS EQUIVALENT TO SPECIFIED LYW00D Ill AY BE SUBSTITUTED FOR 3/8" CDX WH RE OCCURS. OSB SHALL BE FATED Fol EXTERIOR USE. �. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE WA•..SHE:R. !O. REQUIRES 2 ROWS 5T A.G GEPED BY: J r Mbr,thStar ENGINEERING Civil En a ineers•PIan ners•Surveyors 20 D=CL.ARA,T101\1 D=TE CHICO. CAL IM;N1IA z•'!J 530-893-1600 FAX 530.893.2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAf2 WALLAI 0 I 1' I I ! �\ 0jzi� ALLOWABLE LOAD/FOOT/'�J _ _ J :'J'J —,!, ;LO „, ( Gc0 SILL NAIL I - _ I - cOW_ - � . ,_ I iC'G I@ NAiL CAPACITY�e0 ✓O :' ANCHOR BOL` i SPACING _ 3 �. 3 /' T SILL THICKNESS 2>< 2X 2X 2>< 3X 3X 3>< 1/2" 4 ANCHOR BOLT CAPACITY 2 0 471 to i:058 ANCHOR BOLT CAPACITY 2o , m00% �q o I\I O T E 5 !. i\1/.1L5 1^"r< 1C R0 PE-7P0RT NO. N.—EP-2-19 . .�A.pr.;—iT t vF :t:.,•C SoNll<C< _ 0, 41. 30 2 DI-siGNi CAPACI TOLTS PEP T 4,_, E 8.2E OF THE '9-7 NDS. CAPACITY OF I/2" 0 ANCHOR BOLT !ISI 2X SILL = 133 * 020= = 825 CAPACITY OF 1/2" 0 ANCHOP BOLT IN 3X SILL = 1.33 * X309 = 9?0 ; BOLT CAP' -`.CI T'I' OF 5/8" 0 ANCHOP BOLT 1^• 2X SILL . = 1.33 * 890 = !184 p / BOLT C^ PA CI T Y OF -:/5"A.I�!CHCti� BCi T 1INJ 3X SiLL = 1.33 * 1140 = 151e) 41/ =CL T 3. E�ucE ,%.NC cK EOLT cA.Pr� 1T - iN I Y =O� 2X S'.L P_ C \OTE 2 B � 5O L i� -'_ UJHEN AL L OUJABLE C_ -)HEAP PEP FOOT IS > THAN 350 PL F < %oo PLF. By: MEM N®rthStar 20 DECLARATION DRIVE Date: 5/22/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7000 530-893-1600 Page of FAX 530-893-2113 GARAGE BEAM - BM1: 21400 K I, 29 TRY: 3 1/8"x12"GLB 24F-V4X 1.25 MAXIMUM TRIBUTARY WIDTH (Wtrib) = 14 FT c ' 8 x ( 01- MAXIMUM bMAXIMUM SPAN LENGTH (Lspan) = 16. FT w >0 P50F V, 3 7 Go 1344 Lspan �, 8 UNIFORM DEAD LOAD (wDL) = DL Wtrib = 0.196 KLF 3 7, s �1 Z S = 7S > $4 UNIFORM LIVE LOAD (wLL) = LL * Wtrib = . 0.224 KLF 3 WHERE v = 45O > v DL = 0.014 KSF LL = 0.016 KSF DESIGN ANALYSIS: (SEE COMPUTER SHEET "GARAGE BEAM­I-EEM1") USE: 3 1/8"x12" GLB 24F44 GARAGE BEAM - BM2: TRY: 4X12 DOUGLAS FIR #1 MAXIMUM TRIBUTARY WIDTH (Wt(ib) = 14 FT MAXIMUM SPAN LENGTH (Lspan) = 9 FT w Lspan - UNIFORM DEAD LOAD (wDL) = DL.* Wtrib= 0.196 KLF UNIFORM LIVE LOAD (wLL) = LL 4 Wtrib = 0.224 KLF WHERE DL = 0.014 KSF LL = 0.016 KSF/, DESIGN ANALYSIS: (SEE COMPUTER SHEET "GARAGE BEAM'BM2") USE: 4X12 DOUGLAS FIR #1� Span= 16.0M, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio Title: Job # 71700 13.7.k -ft Dsgnr: MEM Date: Max. Positive Moment Description Max. Negative Moment 0.00 k -ft at 0.000 ft Scope: 0.00k -ft Rev. 51=1 General Timber Beam Page Description Garage Beam - BM1 0.000 in 0.000 in General Information 8.000 ft 8.000 ft Section Name 3.125x12.0 Center Span 16.00 ft .....Lu 0.00 ft Beam Width 3.125 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 12.000 in Right Cantilever ft .....Lu 0.00 ft Member Type GluLam Douglas Fir, 24F - V4 Deflection Fb Base Allow 2,400.0 psi 0.000 in Bm Wt. Added to Loads Fv Allow 165.0 psi Load Dur. Factor 1.000 Fc'Allow 560.0 psi 0.0 Beam End FixityPin-Pin E .1,800.0 ksi Wood Density 34.000 pcf Uniform Loads Uniform Loads Over Full Span Center DL 196.00 #/ft: LL 224.00 #/ft Left Cantilever DL, #/ft LL #/ft Right Cantilever bL #/ft LL #/ft - Summary Beam Design OK Span= 16.0M, Beam Width = 3.125in x Depth = 12.in, Ends are Pin -Pin Max Stress Ratio 0.915 : 1 Maximum Moment 13.7.k -ft Allowable 15.0 k -ft Max. Positive Moment 13.72 k -ft at 8.000 ft Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00k -ft Max @ Right Support O.00k-ft Maximum Shear * 1.5 Allowable Shear: @ Left Camber: Max. M allow 15.00 • Reactions... fb 2,195.73 psi fv 120.77 psi Left DL 1.64 k Fb 2,400.00 psi Fv 165.00 psi Right DL 1.64 k @ Right @ Left @ Center @ Right Max Max 4.5 k 6.2 k 3.43 k 3.43 k 0.000 in 0.559 in 0.000 in 3.43 k 3.43 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.373 in -0.781 in Deflection 0.000 in 0.000 in ...Location 8.000 ft 8.000 ft ...Length/Deft 0.0 0.0 ...Length/Defl 514.9 245.94 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Title:. Job #. 7000 Dsgnr: MEM Date: Description Scope: Re_- 510=1 General Timber Beam Page . i Description Garage Beam - BM1 j Stress Calcs Bending Analysis Bearing Length Req'd 1.960 in Ck 22.210 Rb 0.000 Sxx 75.000 in3 ' Area 37.500 in2 Cf 1.000 M, V, & D @ Specified Locations Max Moment Sxx Req'd Allowable fb @ Center 13.72 k -ft 68.62 in3 2,400.00 psi @ Left Support 0.00 k -ft 0.00 in3 2,400.00 psi @ Right Support 0.00 k -ft 0.00 in3 2,400.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 4.53 k 4.53 k Area Required 27.447 in2 27.447 in2 Fv: Allowable 165.00 psi 165.00 psi Bearing @ Supports Max. Left Reaction 3.43 k Bearing Length Req'd 1.960 in Max. Right Reaction 3.43 k Bearing Length Req'd 1.960 in Query Values M, V, & D @ Specified Locations Moment. _ Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 3.43 k 0.0000 in @ Right Cant. Location = 0.00 ft 0. 00 k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in • • Title : Job # 7000 Dsgnr: MEM Date: Description Scope: P G - %v Rev 5 ` . General Timber Beam Page 1 Description Garage Beam - BM2 General Information Section Name 4x12 0.642 Center Span 9.00 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.1 Bm Wt. Added to Loads . Fb Base Allow 1,000.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,700.0 ksi Uniform Loads 9.000 ft @ Right Uniform Loads_ Over Full Span Max @ Left Support 0.00k -ft Center DL 196.00 #/ft LL 224.00 #/ft Left Cantilever DL */ft LL #/ft Right Cantilever DL */ft LL #/ft Summary Beam Design OK Span= 9.00ft, Beam Width = 3.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.642 : 1 Dead Load Total Load Left Cantilever... Dead Load Maximum Moment Deflection 4.3 k -ft Maximum Shear* 1.5 2.3 k Allowable 4.500 ft 6.8 k -ft ... Length/Dell Allowable 0.0 3.7 k Max. Positive Moment 4.35 k -ft at 4.500 ft Shear: @ Left 1.93 k Max. Negative Moment 0.00 k -ft ai 9.000 ft @ Right 1.93 k Max @ Left Support 0.00k -ft 0.0 Camber:: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center 0.064 in Max. M allow 6:77 Reactions... @ Right 0.000 in fb 706.50 psi fv 58.29 psi Left DL 0.92 k Max 1.93 k Fb 1,100.00 psi Fv 95:00 psi Right DL 0.92 k Max 1.93 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.043 in -0.090 in Deflection 0.000 in 0.000 in ... Location 4.500 ft 4.500 ft ... Length/Dell 0.0 . 0.0 ....Length/Deft 2,515.9 1,203.15 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 I PC, 2-1 o � Re'.: 5:0001 Title : Dsgnr: MEld ,,. Description - Scope: General Timber Beam Description Garage Beam - BM2 Job # 7000 Date: Page Stress Calcs Bending Analysis Ck 33.438 Rb 0.000 Sxx 73:828 in3 Area 39.375 in2 Cf 1.100 Max Moment Sxx Req'd Allowable fb @ Center 4.35 k -ft 47.42 in3 1,100.00 psi @ Left Support 0.00 k -ft 0.00 in3 1,100.00 psi @ Right Support 0.00 k -ft 0.00 in3 1,100.00 psi Shear Analysis @ Left Support @ Right Support Design Shear 2.30 k 2.30 k Area Required 24.158 in2 24.158 in2 Fv: Allowable 95.00 psi 95.00 psi Bearing @ Supports Max. Left Reaction 1.93 k' Bearing Length Req'd . 0.883 in Max. Right Reaction 1.93 k Bearing Length Req'd 0.883 in i Query Values M, V, & D @ Specified Locations Moment Shear Deflection @ Center Span Location = 0.00 ft 0.00 k -ft 1.93 k 0.0000 in @ Right Cant. Location = 0.00 ft, 0.00k -ft 0.00 k 0.0000 in @ Left Cant. Location = 0.00 ft 0.00 k -ft 0.00 k 0.0000 in 07/19/2000 21:54 530-342-8372 BACHMAN & ASSOCIATES PAGE 01 /fJi M•,. BACHMAN & JULY 19, 2001) ASSOCIATES BUTTE COUNTY BUILDING DEPART'IMENT 22 COUNTY CENTER DRIVE OROVILI.F. CA 95965 RE: SOIL REPORT FOR AUTUMN PARK SUBD(VISION ATTN: DAVE WASNEY DEAR DAVE: THIS LEITE,It IS TO ACCON>PANY THE CALCULATIONS THAT WERE SUBMITm TO YOU' FOR DAN DAI[A {1N LOT #7. I HAVE REV 11= WF D THE REPORT BY ANDERSON AND ASSOCIATES. THE CALM ILA77ONS PROVIDPI) a I : W-.ACCORDIANCE WITH THE RESULTS SPECWIED BY ANDERSON. IF I CAN ANS WER ANY QUESTIONS; PLEASE LET NIE KNOW. VERY TRULY YOURS, f E S St C. W.BACHM A N Q��^ iQ RCE N 1681 CURRENT ADDRESS 13647 CARVER LANE CIRCO, CA 95973 EN:GINEERI.NG SURVEYING PLANNING DESIGNING 3012 The (,;:pia-ade, Chico, California 95926 Telephone: (916) 342-4136 Gb�Nc9. L N f't- I t4- . to' A ppgo'-NtED - But' 'OunW atth Envlren 6-2 P, I � - IQ -)O' Env. .,-,-neural I California o 1:71 A CAI t .. ,.�.�...,.Yy..,..r•-vi ••ir'Lwa�rV"�`•ti.iyy�+.,;-.,n_•--t`r.•w.w;n'j"'tt.:4t-.sr^"'�..,:,,.,�j7:.L.,.. r-,�..:.i�t.,1'^\;a:--�4i�,,,��`.�,,�:c*�.•.:►::.�a...:.^-.•+....,�.i.. _ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 0 (/l// l,(fie— C t Building Department No. A.P. Number CSO —00q Jurisdiction: City County Property Crooner �t A I I e U / f—1 h�t'e—, Property Location/Address J ,coY K(,ce, Subdivision U KYL/n f `tel/ Lt J Lot No. Residential Development I 1-1 No of'Living Units Commercial/Industrial New Building Department Mobile Home Installation Addition (Floor Plans reviewed Addition/ *Supplemental to Conversion Permit # '(No'foundation inspection): ............................................................ :...................................................... . '- Sq. Footage E (Including Exterior Roofed Areas) C9 '24.00 Sq. Footage 280(-7 (Group R) School District Personnel) District Identification No.` inn 5 �sp School District certifies that (Street Address) (City) has complied with the requirements of Resolution No. representing C::2611 / square feet. School District Representative k Paid by Check # Remarks` Date L�6a (Applican 34/s -sao (Phone Number) (State) (Zip Code) by payment of $ 2 771 l 11ATB 2926 $ FULL MITIGATION $ Z41P J t P ' Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from.the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency.that this project is being reviewed under the California Environmental Quality Act (CEQA),. this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm iir%,-�'^'�r+�r+...r:�..a�.�:,'irw-7rs��w�...+M�;,.,�'�r*t4t� 4r�rt'�bV'�i�K'•4 y/vs r +� BUTTE COUNTY PARRS DEVELOPMENT"kFEE CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number (s) 0'i UJ Q —00 Property Owner 1f Project Location/Address Subdivision��(,{, Lot Number (s) —4 Residential Development: (check one) xNew Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential s • /� :t t f. , Total Number g ri Comment: b Z .00 Building D;Partment Re ese tative Date ylr�rylr �k�kY�r �k Yr �r �k �k�r Y�r yr �k wr yt yr tk �k yr 9r yor yt yt Yir �t tk �kk Yr Ylr Yr tk tk Yr�k it 9r �k �k1t ik Yr w �k tkYt ik�k �k �r tk k rt Ytyr Yr *Y�r tk Y�r�r ytMr yr�r9tyt �ACYlryr9t�k Chi Area Recreation and Park District(CARD) certifies that 3 S 2,0 L (Applicant Name). (Phone Number) 1 (Street Address) Y `.i Q (2 T� (7 (City) (State')' (Zip Code) has complied with,the..requirements of$utte.,Co. _Resolution},' No. 90-140 by payment for dwelling units @ $1,189.for S4total payment of $ �q_ �1)1 i P &Uin�s �* - CARD Representative PAID BY CHECK NO. CS : BANK NO. JD XQL0 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90 1-o0 Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 07/31/00 2:44PH 00102406 CHECK $1189.0 .EKCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information exY)2,'10,1/cept signature must be typed or legibly printed.) NAME: P,Are, 4, iY)2,'10,1/ cote IyLrur-4,�!J SIGNATURE:'��'-V"Z�ad'�' MAILING ADDRESS:-6q1' DDRESS: 6 �I � ' RDS -Z Ie -G -C C+ 1, Ct1 i'C O , C.C, C S'G 2L PHONE: 13� 3U7� Q►' 51�SCt% DATE: LOCATION OF WORK TO BE DONE: L01 q 6r"+ U tyn P'Irk An LLiI -- Shg&-od'l TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. All work shall conform to accompanying Date Issued: -7-17-00 Surety: Yes ❑ No ❑ Expiration Date: %— 17— Detail Plans ❑ Special Conditions U. Mike Crump Director of Public Work By NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone: (530) 538-7681 PERMIT # 117,15 DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information exY)2,'10,1/cept signature must be typed or legibly printed.) NAME: P,Are, 4, iY)2,'10,1/ cote IyLrur-4,�!J SIGNATURE:'��'-V"Z�ad'�' MAILING ADDRESS:-6q1' DDRESS: 6 �I � ' RDS -Z Ie -G -C C+ 1, Ct1 i'C O , C.C, C S'G 2L PHONE: 13� 3U7� Q►' 51�SCt% DATE: LOCATION OF WORK TO BE DONE: L01 q 6r"+ U tyn P'Irk An LLiI -- Shg&-od'l TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. All work shall conform to accompanying Date Issued: -7-17-00 Surety: Yes ❑ No ❑ Expiration Date: %— 17— Detail Plans ❑ Special Conditions U. Mike Crump Director of Public Work By CHICO ENV. HEALTH EFTS eptic ell Fo APPROVED M 60NDMONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: Date: lel Genera/Information AP#: Owners Name: Q,e/.r t L L (dCli S Parcel Acreage: 19 0 AC. k) Owners Address: f 7.7RQS Q Le J� C, Building Site Address: fteertylnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel 0 Septic IRWell ❑ Other Zone District: ^� Date of Zoning Ordinance: General Plan: R Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area N No ❑ Yes CSA -g Specific Plan ❑ No Yes ® Chico ❑ D2N ❑ Cohasset Enterprise Zone N No ❑ Yes, check use 5 No ❑ Yes Floodplain Zone: /\ ❑ Watershed Protection Zone No Yes Proposed Use Complies With: General Plan Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Panel Number: lJ 3)-b C, ❑ Accessory Building Use Zoninq Code Street & Hi hwa s —T—Fire Prevention Subdivision Ma Front �0 C/ Side —ZS 1-1 O Side street O Rear 2 © ) C Heiqht Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds N Map Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Legal Access Provided: Deed Reference: Legal Access Required: Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes i4\J T-0 FXN t3 eP-1T2-IL �s yf-IS PAfiS 1 . A. Date of Recording: L �11 '' Lot: i Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). Book: I LI ❑ Provide Creation Deed Page.aN 101- _ ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. General Comments: on) cs xmao U CCt1► M L AND WHEN RECbRDED MAIL, TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE; CA 95%5 COGY of Document Recorded 21 -Jun -2000 2000-0022827 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: See attached legal description Date June 20, 2000 State of California County of Butte PROPERTY OWNERS: Ry /Dai Construction, a BY. Dan Dailey, Gener 1 Partner California General Partnership On June 20, 2000 before me, Tami Barlow, notary public personally appeared Dan Dailey personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(es), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seaL 6,d dwdl 15 6456w0i 11 Signature ��// �//( "' TAMI BARLOW g Tani Barlow 6: �o _ COA.1" g 1 A.P.# 047-680-004 IIOTR,41 plj 114156 COUI' Ty pF BUM � ALTA OWNERS POLICY ORDER NO. BU -180213 TB (REGIONAL EXCEPTIONS) EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. CERTIFICATE OF CORRECTION RECORDED APRIL 24, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 00-14720. AP#: 047-680-004-000 PARCEL II• A 30 FOOT WIDE EMERGENCY ACCESS EASEMENT OVER LOTS 1, 11, 12, 17 AND THE REMAINING LAND AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III• - A 20 FOOT WIDE WATER LINE EASEMENT OVER LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST,12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102.