Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
040-160-090
040 16-0-090. 92: 347�jBPEM yct t rs ,. CAMPBELL,1r William 9710 MArichert -,Ct, Durham,, contr : ,Greg Lee „ r" new sf e O 0 ti t i' f j 1 ttI T • `rf 1 1 •. Ifff . i - 040 16-0-090. 92: 347�jBPEM yct t rs ,. CAMPBELL,1r William 9710 MArichert -,Ct, Durham,, contr : ,Greg Lee „ r" new sf e O 0 ti 0 ENTIAL 040-16-0-090 92-4347 BPEM CAMPBELL, William 9710 Marichert Ct, Durham contr: Greg Lee new sf r 1 rt N�lr'�B -��' �fs�C •t-��O✓' lCW Q -56.5. Gttrl�AT-IG.IdDa�9 g -/x.53 rdoej �yV c" . s, , OFFICE COPY Address Meter By / Dates-- ELECTRICL Meter By Date `x JOB FINALED (Da Z ' Signature12001 J=OK O_ = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch)y 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" R. c q M3 / /"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 t . 9. Exits; Insp.-Sketch 10. Cert. of Occupancy i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J 4�' t 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; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements �. 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water SUDDIV Test Date Card B-1 Date Card B,1 Date Card B-1 Date Card B-1 J=OK r , 0- otReady Applicable Not RESIDENTIAL (Single ' = _Date UNDERFLOOR (Plans) OKexcept ti's oning-Setbacks-Easement -Flood-Slope 2. g., Main; Soils-Elec. Gr .-/J2/" Ftg. Depth 3ZF� Garage; Soils-Steel-Elec. Grnd - Ftg. Depth 4. Ftp., Porches &Decks; Soils -Steel-/ /Ftg. Depth emwalls, Main; Steel -Bloc kouts-Wrapped temwalls. Garage; Steel -BI ckouts-Wrapped f. Hold Downs and Special Anchors 7. Slip; Steel -Wrapped ers-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 1W Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric: Underground ,44-P-ienums & Ducts; Clearance -Material -Support -Ins. 14. irders-Sills-Anchor Bolts -Joists -Vents -Cripples 1VAccess & Ventilation 16. Insulation Date 3 Card B-1 C Sy-/ Date Card B-1 Date o W Crard B-1 Date Card B-1 Date PLU BING (Permit) OK except ti's -_- - - .11 W VVat r Htr : Ven t-Access-CopY6ust ion Air -Baffle ter e; Test & Anrpvr=Nail Protection 1 .V : Test- Fit tin^rre nchor�NaiI Protection , I L/� shower Pan: T-St"First Floor -Tub Access f ! fest Tub R-Snuwer, Second Floor -Tub Access ------`Q+:!Gas Pipq/Size & Anchors -------- - - - Date r I / N/ _ Card_B-1 C S J Date Card - - B_t Date i/ ,,�j� Card B-1 rfs Date Card B -t � Date ELECTRICAL (Permit) OK except ti's 2 fixture & Transformer Clearance -Ins. Protection ------ ----�i =^--_ ------------------------------------------------------- ----------- - - .ice Receptacles Spacing -Lights & Switches at Doors -- --- ----- 2 S' a Boxes & No. of Conductors -Stapled _ _ -------- --------------------------------------- ---- -- -- mex Installed Close to Edge of Studs & C.J. - ---------------------Qv - ------------ --- - --------------- --- `_ Eip. Ground made up w/Meth. Fastners-Bond"Gas & Water ------------------------------------- --------------------- _2Z. '„/appliance Circuts in Kitchen & Conductor SizerGFI ----------- -- ------ feed Wire Size r ga. Cu o Wire Size / ga. ------- ----- ----- or �„i'14-,.3ange Circ. �j r ga. Cu o Oven Circ. / `/ gar's or Al. Insulated Neutral Yes No -- ---- ---- /------------------- -------------- - ---------------------------- 30 ,jervice-Riser Conductors & Ground -Main Disconnect -- --- •------------------------------------------------------------- 91` :quip. Clearances Panels-Motors-Mech. Equip. ---------------- ------------------ ----------------- -------------------- ,;,-lothes closet Light -Shower Light-Spaa Light '• , . Smoke Detector ri Date �19 !%53 Card B-1 Date Card B-1 ------------- ---- -------------- -------------------- Date ---I Card B-1 Date Card B-1 , Date MECHANICAL (Permit) OK except h's - -- 34. A.C. Ducts Insulati-^g %6`pport --- --------------------------- - 35. Vent Fan Ex�- et above insulation ----------------- - ------------- --- - 36. Conden.ntwTrain & Overflow: Size & Grade 37. Furnan'ee=Vent: Access-CombAir-ReturnAir Vent-115outlet - ---* - - - ----------------------------------------------------- 3d. Atti,'Access & Platform if Furnance in Attic - _. ---- -- -- - --------- --Date �ra Card B-1 s^i Date Card B-1 Date Card B-1 Date Card B-1 Date FRA t ING (Plans) OK except h's - ;Is. Proper Material & Anchors b6 �==.galls Studs -Nailing. Spacing & Bracing -Plates -Sound fearing Ils over Girders & Floor Nailing -- - ---- r - -----------------— ------------ --- --- ----------------- "graft Stop in Walls (rat proof) ----- ------ - - - ---------------------- ------ ---------------------- re Stops: Furred Ceilings -Stars -Chases -Tub ------------- --------------------- ------------------------- ,,!'leader, & Beam -Size & ea i / p t - & . Duplex) Date FRAMING (Continued) j>ngers-Post Caps -Anchors -Connectors I 6�!•„Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. place Ties or Type A Flue -Fireplace Throat clearance Access; Size & Romex Protection -Draft Stop -Ins. Baffles --—.:At,XB_�d—rm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ _,Z,aatage Fire Protection Framing r perty Line Firewall & Openings Sff txt. Doors -One 3' -Check Garage -3rd Story, 2 Exits ;58;- c: Width -Headroom -Rise -Run -Landing -Fire Protection 5� lywood on Roof Overhang -Attic Vents -Rafter Outriggers Tiding -Nailing Veneer �_ lucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ;,5!ly�az Area -Glass Protection -Skylights -Plastic "W•” ar Walls: Nai -Bolts -- sulation-Walls-Ceilings 60. Infiltration -Walls -Windows �. --------------- _Date ftp -- Card B-1 oSJ Date -` (iO yOCard B-1 Date (A />�� Card B-1 G 5 -J Date Card B-1 Date F L (Plans) OK except ff's ; p -ng Steps -Door & Sidelight`.ProtectIon- Laridings ------------- Detector 1, / te -- Furnace: Vents -Clearance -Comb. Air-Conriector- arage; Above Floor-Ducts'Mech.'Protection - ------------ BqgLroom Exiting -- --- I ./ E & Bath Fixtures & Tub Access -Spa ----- - - Elec. Trim & Subp�Breaker es & L s t irs & Rails Fireplace_ or Stove: Clearances -Hearth ------------------- - - 151Elec. at Wood Panel; Int. & Ext. 7 tt.Fixt & Appliance; Grnd -Air Gap -Cooking Clearance - - _ c. Outlets & Receptacles at Kit. Counter --- arage Fire Door: S - an - loser Duct in Garage -Damper -- - ¢iri7Vlr. Hi r.; Ve is -C earance-Comb. Air -Connector -P r In Gak ve Floor-Mech. Protection --- 4 --- -- e ec. & Mech. Equip. Listed for Location lec. Rete acles in Garage: (G.F.I.)-Romex Protection 7_ation-Foam -Looked in Attic �f?' ------------------------------------------ — — --i2Tua ils Deck Construction -Post Caps W. do s & Cr Drain ag�e�& ood-Earth Clearance Looked un er Floor Yes -- - - - -- -- -- -------------------------------- 88. Yes No; Walks 0 Yes P-<.: PI s-YesNo - - -- --- cco Brown -Finish-----' -- -_ .C. Unit: Disconnect, Electrical, Plumbing --- ------------- ---- ents Above fdca6t; Plbg- ante-FiredJae9-clearance to -Oper!L-J --- Ps4yyWa�-ter Well: l:Dnec ectric Plur�tbing i1�Exter e . TrPF.I. ptacle-Underground _ enti n Throughout House - - - - - --- ------------------------------------- lass Protection rrecti ns from Previous Inspections — st-Meters Tagged; Gas -Electric er & Sewer Connecte /O ade HD Approval - - 91. -rgy to Gr Compliance Certificates — Date��/�l74 Card B-1 ii Date _Card B-1 --------------- - _Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comme sat i al.' G.H. USE ONLY Plot Plan nuachca Plo„r 1'I:m Auachcd S� n< <„ B. u. i Q 0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 0C .1 Co Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other Hold final for: Final clearance O.K. for: NOTE: Enviro mental Health Specialist 8/92 Date ,.•T , ----%'-7 A te'( r _; �. . ;•,COUNTY OF -BUTTE: , �,�.,...r.s.I,1e BUILDING DIVISION�"'''�`� DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt,Road, Chico, CA - (916) 891-2751' 7 County Center Drive, Oroville; CA :'(916) 538-7541 747 Elliott Road, Paradise, CA (916) 872-6307.' -CORRECTION. NOTICE Al _ VJv GVJNHi >, l PERMIT N�. is ' Amutire ispecdon indicates that the following violations of Butte County Ordinances exist at' The above address and should be corrected. Please notify this office when correction of worle J iscorv:~-Hyouhave any questions pertaining to this matter, or need additional explanation, p1e5ce contact this office immediately. Date, _ ' InspectorRILV 10Ws ^ « yf` T Date, _ ' InspectorRILV 10Ws ^ Date, _ ' InspectorRILV 10Ws BUILdING DIVISION ' D1 'ARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 EBM Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. Asvaffoeispee6miiinfica6es that the foCowing violations of Butte County Ordinances exist at tlae afkrae a and should be corrected. Please notify this office when correction of work &;cow4iese&KVmba wrVquestionspertabiingtothis matter. orneed additional explanation, concert S& M immediately. r 40 Al -7- ! K- 7'1i? 19 NCS 'JZ A /I/ fir, 1D l D -r.& 0 I r o' /Z- 6 F-0 It . U)r- LL COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road,,Chico,—& (916) 891-2751 *` ' 7 County Center Drive, Oroville, CA - (916) 538-754.1 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO: *,' A routine inspection indicates that the following violations of Butte County Ordinances exist at' �i the above address and should be corrected. Please notify this office when correction of work - is completed. If you have any questions pertaining to this matter, or need additional explanation, , please contact this office immediately. 4 -17 Ll C,* /1 � o c. SQ v C c.. o I _Ari I Date lL9 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION i 'DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916)'891-2751':." 7 County Center Drive, Oroville, CA.- (916) 538-7541, 747 Elliott Road, Paradise, CA - (916) 872-6307 :k - CORRECTION NOTICE - COW UR PERMIT NO. - ' Arpu#nebspection indicates that the following violations of Butte -County Ordinances. exist at the abaye address and should be corrected. Please notify this office.when correction of work _ "is eon,�9eted_ 11you have any questions pertaining to this matter, or need additional -explanation, please Mast this office immediately.` i C� n -y IL 6 J Inspector r, 4 Date 4K f'–, -. :— a .. .. n•'Z.• w� .r.IIF. A- .sr -- COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 f CORRECTION NOTICE A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please pentam this office immediately. Ai ,n2 _ _ Date lhmer : Permit No, E N E R Q Y w:. .. ....A. i 0 N C 4� T Y p I R T Campbell Res. Marichert, Durham, CA.'��'No, LOCATION ` y DESCRIPTION AB 10111ATIAN f ROOF Haterial $1CA1Qd NamA , 1i►et1�� Rl�atppce (R Valuq) ' •1'hickttesa(lnchee) EXTERIOR WALL Material FIBERGLASS BATTS *:+ 'Strand ti�!!l►..aO OW -NSC ' Tllwtcwt+t Sliejetas•te(R Valua) ` R1 fltickpeea(lncbee) 3_ 5/8" & 61" cEILING�k Batt or l 180cet Type FIBERGLASS -1211 BATTS r 0IrnRd liable `0WHS=CORNING TIIe1CWa 600tanco(R Value) , '1'ItickNese.(Ynchee) 'type ASS SrBroad N!la1e - „ - FIBI'R(� l. . ,. ooee Fill Minimum Thlckneal(Inches) 16" NumbOT Of 14 28 ,., Ht. pate beg 3 „ala. Tilett Rq'iptance(g Vnlus)R38 _,.�� Area covered(ft. ) 1400 FLOOR, ELEVATED Material FIBERGLASS BATTS OWENS-CORNING Brand Nettie' .goaiftance(R Value) ..... R1 Tltickoesa(inche�) 6111 TIIa1C1Aa1 FLOOR, SLAB Brand Name { f Material TheTw.al lippietanco(R Value)___.___;_, Tl�icknesa(inchea) ,. ., Width(luches) FOUNDATION WALL srand Name Material Tilera�al Reatetance(it Value) Thicknesa(lnches) I hereby certify that Lite above insulation Noe inatolled in tit• above CallfatCq�afl $net;y RPqulremente. building in confortuance With Cite State of LOt-_RKF INSULATLUN CO., INC. —I 499150 STATg GOi1TRACTOR S LICENSE HO, ZRM tu►ME/toff Nl_R cU-R:�UFOF INSTALI.A.T N APPLICATOR December 8 1993 DATE I hereby certify Cite above insulation and wll sAqutr@4 itetm$,l►S Shown on ti p DulidLlg gepartment approved plana and 0144 00t• 1►ave boon installed as I of california gnatgy Requtretaents. required by tile State All equiptaet►t, devices and material# are at Cita Nullity proscribed or aro specifically approved by the State Of Gelt1grPLO. �.. FIRM 1W1E/0WNER (Please print) BTATs' COWWTOR 8 LT -CENSE N0, - DATE SIGHATURF OF QFNERAL CONTRACTOR OHNER ,$. This cERTIFIc/1rF. NUST BE OH FILE WITH TITS WILDINA Rt=1'ARTtX"T PRIOR TO MAN, sYBc'rlpN Al'PROVAI. AND A COPY SIlAl•!� AS RTSA j1iT!!I H T!!g puii.nlNai �f COUNTY OF BUTTE - DEPARTM`ENT OF PUBLIC WORK 'w 7 County Center .Drive - Oroville, California 95965 - Telephone: 916/538 7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 040-160-090 ZONING A10 BUILDING, PERMIT OWNER WILLIAM CAMPBELL TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME GREGORY LEE CONST._ TELEPHONE 318 C 4,134 CONTRACTOR'S MAILING ADDRESS RT 1 BOX 399, GLENN CA 95943 CONSTRUCTION LENDER UNKNOWN Fireplace 1 A1 Total Valuation $ 500 LENDER'S MAILING ADDRESS Filing Fee is 15.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 710 MARICHE T CT DURHAM Permit fee _ $ inRR 79 PLUMBING PERMIT Filing Fee 15.00 Each Trap 10 5.00 50.00 Solar or heat pump water heater 20.00 LOT NO. 1 SUBDIVISION NAME PARCEL MAP 121-61 Water piping 7.00 7,00 Each qas water heater or vent 7.00 7.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5.00 Building sewer 15.00 15.00 Mobile Home I S G W @ 15.00 TYPE OF WORK Newla Addition[] Remodel❑ Utilities[] Installation❑ Other❑ Describe work: 3BDRM Permit Fee $ 99.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the BUSIneS$ and Professions Code and my license is in full forc and effect. License No. 361 35'a Classification I, as the owner, Or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A) 37.50 NEW CONST.( DWELLING OCCUP.&) OR ADDNS. ACC. BLDGS. II s.6asq.ft.100.25 NEW CONSTR. U TLOUT LET NON.RESID BRANCH CIRC ITS @ 5•00 /POWER APPARATUS e1 (SINGLE OUTLET CIR. I Ex. Occup(OUTLETS OR FIXTURES20 @ 76 F AL 0 46i FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ 133.75 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject4 to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating ,'J.UU Cooling Hood 6.50 Ventilation6. Permit Fee 50 13-50 6-0 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, cost , and expenses which may in any way accrue against sal ounty in copse nce of the granting of this perm't. X a"� Date 7� Signature of plica — owner ❑ ContractorK AgentJD/ An OSHA permit Is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspectiop Fee $ 40.00 OC T E TOTAL EE $ 22.0 HAz .� DFEE I LO D CDF PAR L PD H This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees gDCTO OF PUBLIC BY PE XPIRES Date applicable provi- resolutions to do have been paid. WORKS Date% Receipt No._ 130136— WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT TO: Building Department FROM: Encroachment Permit Section RE: 'Driveway Clearance owner location Driveway permit M nhas been issued for the above nu b AP # f property. 12-- elL sign re date 4 { � 'COUNTY OF BUTTE -DEPARTMENT ORPEVE�eQPMENT SgRVICE - BUIL ING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 I , PERMIT APPLICATION DATA SHEET OWNER (4 /////fi �,.� i - A. P. No. 0 - - Q cl0 Proposed Building Use ,S - 3R,� J Building Inspector Date i2 711 -L At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 3_ Complete plans, 3/4 sets, signed by preparer of plans . ...................... .4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................... 6. Energy Design Compliance and supporting documentation . ................... 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and alayout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation insJvActipns, 2 sets. ........... ' 10. Fees of $ . ........... . .... .......... ...... Lff 11. Impact fees as shown on attached schedule.(. �,A(p 12. California Department of Forestry plan appro . ....................... . Flood elevation letter (100 year flood) by California Engineer. . . 4. Sanitation and plot plan approval CA i c,<:, Health Department. ........... �c 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. 17. Planning approval for (A) Use: ,(B) Parking: . ... . 18. Contact Land Development.about (A) Improvements (B) Drainage. ..... . 19. Driveway permit (construction approval required.prior to occupancy). .. .. ... Z 77 g2Z Ks - 20., Pre -inspection for required. .. oB�ild 9 �spedo� (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner ...... 24. Recorded copy of Agricultural Acknowledgement Statement . .............t /3. q3 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... �• 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... 1 .................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32: Plan check list. . -34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 1,,711-25.3 and hold for pickup at 4 6.2 office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Polluti n Date r Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted ort pe it i uance: Cir new ' e not the above). �^ 1. Index permit for above items No. 2. Additional items required: " ontrac esigner, owner, was advised of above required data by _ phone _ mail Counter by--�sDate ��29 ontractor, designer, owner, was advised of above required data by _ phone _ mail Co ter b Date Plans checked by �� Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Worsts TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance _ E.H. usr ONLY 1'Iot H.m Attached ✓ 14(juf Him Atutched� ✓ Sew to ILD; vS J f6aw�- eo O ner Location AP# Plan Approved for: Sewa,c Disposal Water Supply: Public Private Well_ Clearance for q-- bedro;)m mobile home. Other rH51a-Final-for: Final clearance O.K. for: NOTE: Envi onmental Health Specialist 8/92 J -J40 9.3 Date -,WNER COUNTY OF BUTTE - DEPARTk= OF,PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916)5387541 A. P. NO. V :.ROPOSED BUILDING USE ` DATE (2//) X77, REC. # DATE_ REC 1. School Distric Fees ��f� 44 (paid at District Office) 7 12. Sheriff Fees (paid. at Building Department) Residential unit amt. Commercial(per sq.ft.) 1 =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ units amt. Commerical(per sq.ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) ,te 5. Drainage District Fees (Contact Land Development) ,•••••,••••••••• „ ••,••,• 6. Other 7. Other time of permit application, I was advised the above fees are required to be paid pr- - _o issuance of the permit. -?FLICANT �2 / DATE tv COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 1(� PERMIT NO. r 7 County Center Drive-,Oroville, C21ifornia�95965 -Telephone: 916.'538-7541 �7 -"12 a APPLICATION AND PERMIT - V3 7 ASSESSOR PARCEL NUMBERZONING LIQ - Q119 BUILDING PERMIT I OWNER 11T LEPHO 1 �•AM 4 l y�il/1 SO. FT. OCC. BUILDING VALUATION t OWNER'S MAILING ADDRESS 26®o 00 Fey CONT ACTOR'S NAME re ©r g Lem Co Ns, TELEPHONE 93y -?s 3 �j ,J CONTRAC OR'LING ADDRESS 1 70)C 39aj 1141i Cp_ �15)1/3 I CONSTRUCTION LENDER UNKNOWN Fireplace II rr Total Valuation $ $O� Z I LENDERS MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ 702 -.SG ' ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $3,51.2-5 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $.o oo Penalty $ BUILDING ADDRESS / /p� %� ��I %/ifiJ ' e to- Q n� dPofh, 11 Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 1)op Solar or heat pump water heater 20.00 LOT NO. I / SUBDIVISION NAME PARCEL MAP Water piping 7.00 d Each qas water heater or vent 7.00 . 0D ' USE OF STRUCTURE SF� Duplex❑ Mobilehome❑ Other I "'.""����\ SPEC] FY Gas piping system 1 - 5 outlets 5.00 5-0-0 Building sewer 15.00 5, 00 Mobile Home S I G I W @ 15.00 I TYPE OF WORK New Nr Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ i Describe work: Sr e, i Permit Fee $ , 60 Contractor ELECTRICAL PERMIT Filing Fee. 15.00 00V OR LESS Main service 200AORLESS 18.50 CONTRACTORS LICENSE LAW I d declare under penalty of perjury (check one): ❑" 1 am licensed under provisions Of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, Or my employees with wages as their sole compen- i sation, will do the work,and the structure is not intended or offered i for sale. (Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200A TO t000A? 37,50 NEW CONST. DWELLING OCCUP.& OR ADONS. ( ACC. BLDGS. 3.6 0 sQ.ft. /00 .25 NEWCONSTR ULTI.OUT LET NON.RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS bl SINGLE OUTLET CIS. 0 Ex. Occup(OUTLETS OR FIXTURES 20 @ 76d FIXED APPLNS. OR Ex. Occup. OUTLETS IRESICI EA.� 3.00 Temporary service 15.00 Mobile Home Facilities Misc. Wiring ff Permit Fee S s' WORKMEN'S COMPENSATION INSURANCE ' 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject ' to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such i provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating O Cooling -0 Hood 6.50 • � Ventilation l� s -p �$b Permit Fee ee $ , Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. • I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this pe t. X Date / Signature of Applicant — Owner❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- • Ion of structures over 3 stories in height. Mobile Home Installation Fee 5 Energy Inspection Fee $ cc CON TTY E TOTAL EE $ G v HAZ 1-6 FEES IMP 1 CDF PARCE PO HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. . WORKS Date Receipt No. /30 /L36 WNIT[-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ' P - X Srz 2� 1 3 7-7 �� j << X� z ce ©k 3 � 3 z y T 8/91 RESIDENTIAL.PL•AN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). ,3 -.—'Brick or stone veneer (Chapter 30). c4�� terior plaster - weep screeds (Sec. 4706). roper roof pitch for roof convering (Chapter 32). ' Roof covering type - (fire hazard). oam insulation - protection. �. 36" halls and stairways. -9r Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). ttic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). G Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. �nerRy design. ti RESIDENTIAL PLAN.CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) . Bldg. Permit � OW14ER A. P v�� ;I�i�O �.(� . ,# Z�-0 Plan Checker L GENERAL oning requirements: (sideyards and number of permitted living units). :Y�//Valuation. lans signed by designer. Proper description of work on application. Existing violations on property. 67Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN 5 - Complete parcel size and dimensions. etbacks, sideyards, easements,.etc. Other buildings or structures. ��Grading, fills, drainage. Cbl Flood hazard. k4 ----Special conditions on creation map, ustible, and foundations). FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - i. Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. .-tequired windows for light and ventilation (Sec. 1205). /equired windows for second exit (Sec. 1204). �.,,-Skylights (Chapter 34 & Sec. 5207). . Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles ,..,-tenance of mechanical equipment. 210-8). for main- . Locations of water heater, heating and cooling equipment, other electrical gas equipment. arage firewall, door size, and closer (Sec. 503(d)(3)). - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). umbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. hree story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. Of evations and wall construction details complete enough to construct Roof construction details complete enough.to construct building. Fireplace construction details and calcs if necessary. . Rafter ties or bearing ridge beam. rage door or porch header sizes. Stud heights. . Adobe soils - special foundation design. '. Retaining walls requiring design. L5, -Special Inspection required. building BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) l School District &W Building Department No. r� A.P. Number Q�j/ —6%0 -_ Jurisdiction �i7 City ® County Property Owner Property Locatic Subdivison Residential Development 0 No.of Erving MHI Units _Lot No. Sq. Footage Addition (Group R) Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Roofed Areas) 1 ` 2// 7 y2� building partment Representative Date (Floor Plans reviewed by School District Personnel) 7 7�. . District Identification No. Gc l%!c,v�i &/ 91 QSchool District certifies that (�ii'ea a✓U .c�� _ ��a 2fi T� (Applicant)93, / X53.3 (Street Address) ` (Phone Number) vs - (C y) (State) \; (Zip Code) 400 has complied with the req�uiremen s ofResolution No. 9�;� by payment of $' ..3 34� . t representing ; ^"DOD square feet. School istrict Representative Date a 1 Paid by Check Number — Remarks: BankNumber Paid by•,Cash 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.wkl (4/92) .` r Insul ` CERTIFICATE OF COMPLIANCE:. Residential -------------------------------------------------------------------------------- Page 1 CF -1R Project Title: CAMPBELL 2062e (BASE CASE) Run: 514 26 -Oct -92 Project Address: PARCEL 1, MARICHER CRT. CAMPBELL 2062e (BASE CA 0 DURHAM, CA. Building Title: CAMPBELL 2062e (BASE CASE) Building Permit # Document Author: BOB METZGER a Telephone: 865-9688 -0— X13 _ Plan Check / Date Compliance Method: CEC CALRES, Version 1..10 Field Check / Date Climate Zone: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 11 , GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Floor Construction Type: Infiltration Control: BUILDING SHELL INSULATION 2062 ft2 SFD Single Family Detached 90 deg (East) 1 • Raised floor CEC Standard Component Insul Type --------------- R -value -------- Location/Comments ------------------------------ Door 0 Unconditioned Door Outside Wall -0— X13 _ _ Qutside__ V Wall 13Unconditi6ned— , Ceiling (48 ----Attic-- -_ ---.__ Floor rY9--Crawlace�-_,-_ GLAZING Glazing Area Glass Interior Exterior Overhang Frame Orientation (ft2) Panes Type Shading Shading and Fins Type ----------------- Window North ----- ----- 26.5 ------- 2 Clear ---------- None -------- None -------- OH+Fins -------- Metal Window North 14.4 2 Clear None None OH+Fins Wood Window East 88.0 2 Clear None None OH+Fins Metal Window East 6.0 2 Clear None None OH+Fins Wood Window South 17.5 2 Clear None None Overhang Metal Window South 14.4 2 Clear None None OH+Fins Wood Window West 41.0 2 Clear None None Overhang Metal Window West 62.0 2 Clear None None OH+Fins Metal Skylight 8.0 2 Clear None None None Metal /�1 THERMAL MASS Area Thick Type Exposed? (ft2) (in) --------- -------- ----- ----- Intmassl Yes 75.0 5.0 qa Location/Description ,,y`------------------ `' CERTIFICATE OF COMPLIANCE:..Residential Page 2 CF -1R Project Title: CAMPBELL'2062e (BASE CASE) Run: 514 26 -Oct -92 HVAC SYSTEMS Duct Location Output Manufacturer/Model # Type Efficiency and R -value (Btuh)' (or approved equal). Furnace f5r.SE R-5.6 48000 Air Conditioner ___Crawl f10r00_SEER_.Crawl R-5.6 48000 Maximum furnace heating output: 76,557 Btuh Zonally controlled HVAC? No WATER HEATING SYSTEMS Tank Special Capacity Manufacturer/Model #. Features/ System Type (gal) (or approved equal) Credits ----------------- -------- ----------------------- Storage Gas REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1.. This building includes glazing with non-standard Open Type. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance. specifications needed to comply with Title 24, Chapter 2-53 and Title 20, Chapter.2, Subchapter 4, Article 1 of the California Administrative Code. This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purchaser of the building. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, all building conservation features which vary are indicated in the Remarks, Notes, and Exceptional Features section. CERTIFICATE OF COMPLIANCE:..Residential Page 3 CF -1R Project Title: CAMPBELL 2062e (BASE CASE) Run: 514 26 -Oct -92 DESIGNER OWNER BOB METZGER BILL & BECKY CAMPBELL O.D.S. 113 E. WALKER 3659 COSBY AVE. ORLAND, CA. 95963 CHICO, CA. 916-865-9688 345-3812 Lic #: Signed Date Signed Date DOCUMENTATION AUTHOR ENFORCEMENT AGENCY BOB METZGER Name: BOB METZGER O.D.S. Title: 113 E. WALKER Agency: ORLAND•, CA. 95963 865-9688 Telephone: 6 ign e'r Date Signed Date COMPUTER METHOD SUMMARY Project Title: CAMPBELL 2062e (BASE CASE) Project Address: PARCEL 1, MARICHER CRT. .DURHAM, CA. Building Title: CAMPBELL 2062e (BASE CASE) Document Author: BOB METZGER Telephone: 865-9688 Page 1 C -2R ----------- --------------------- Run: 514 26 -Oct -92 CAMPBELL 2062e (BASE CA Building Permit # Plan Check / Date Compliance Method: CEC CALRES, Version 1.10 `Field Check / Date Climate Zone: 11 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 25.17 Space Cooling 20.26 Water Heating 9.89 Total 55.32 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 19.99 18.17 9.89 -------- Complies 48.05 Yes 2062 ft2 SFD Single Family Detached 90 deg (East) 1 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 17183 ft3 Conditioned Footprint Area: 2062 ft2 Ground Floor Area: 2062 ft2 BUILDING ZONE INFORMATION Floor Infiltration Zone Area Volume Control Name (ft2) (ft3) Type Type ------------------------------------------------------- STANDARD 2062 17183 Conditioned CEC Standard COMPUTER METHOD SUMMARY - Page 2 C -2R Project Title: CAMPBELL 2062e (BASE CASE) Run: 514 26 -Oct -92 -------------------------------------------------------------------------------- OPAQUE SURFACES Surface Area F2 Insul True Insul Solar Form 3 Location/ Type ----------- (ft2) ------- U -value ------- R-val Azm Tilt Gains Reference Comments Zone = STANDARD ----- ----- ---- ---- -=--- ------------ ------------- Door 17.8 0.330 0 360 90 No 2868Wood Unconditioned Door 3.9 0.330 0 360 90 Yes 2868Frch Outside Door 14.2 0.330 0 90 90 Yes 3068-1/21, Outside Door 3.9 0.330 0 180 90 Yes 2868Frch Outside Wall 243.3 0.089 13 360 90 Yes CEC_R13-16oc Outside Wall 62.2 0.089 13 360 90 No CEC_R13-16oc Unconditioned Wall 391.8 0.089 13 90 90 Yes CEC_R13-16oc Outside Wall 352.3 0.089 13 180 90 Yes CEC_R13-16oc Outside Wall 377.0 0.089 13 270 90 Yes CEC_R13-16oc Outside Ceiling 2054.0 0.029 38 90 0 Yes CEC_R38-24oc Attic Floor 2062.0 0.049 19 90 180 No CEC_2xR19 Crawlspace PERIMETER LOSSES Perimeter Length F2 Insul Insul Location/ Type ----------- (ft) Factor -------- R-val Depth (in) Comments None ------ ----- ---------- ------------- GLAZING SURFACES SC with FMF Glazing ------------- Glazing Area True Open Frame Charactr Shades Shades Name -------------- Type ---- (ft2) ----- Azm ---- Tilt ---- Type ------ Type -------- Name ------------ Open ------ Closed Zone = STANDARD ------ W1 -N1 Wind 14.0 360 90 Slider Metal DBLw/NODRP 0.77 0.66 W1 -N2 Wind 12.5 360 90 Other Metal DBLw/NODRP 0.77 0.66 W2-N2FRCH Wind 14.4 360 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1 -E1 Wind 16.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W2-EIFRTDR Wind 6.0 90 90 Fixed Wood DBLw/NODRP 0.67 0.57 W3 -E1 Wind 32.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W1 -E2 Wind 20.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W1 -E3 Wind 20.0 90 90 Slider Metal DBLw/NODRP 0.77 0.66 W1 -S1 Wind 17.5 180 90 Slider Metal DBLw/NODRP 0.77 0.66 W1-S2FRCH Wind 14.4 180 90 Fixed Wood DBLw/NODRP 0.67 0.57 W1 -W1 Wind 16.0 270 90 Fixed Metal DBLw/NODRP 0.77 0.66 W2 -W1 Wind 12.5 270 90 Other Metal DBLw/NODRP 0.77 0.66 W3 -W1 Wind 12.5 270 90 Other Metal DBLw/NODRP 0:77 0.66 W1 -W2 Wind 32.0 270 90 Slider Metal DBLw/NODRP 0.77 0.66 W1 -W3 Wind 24.0 270 90 Slider Metal DBLw/NODRP 0.77 0.66 W2 -W3 Wind 6.0 270 90 Other Metal DBLw/NODRP 0.77 0.66 SL1-C1 Skyl 4.0 90 0 Fixed Metal DBLw/NODRP 0.77 0.66 SL2-C1 Skyl 4.0 90 0 Fixed Metal DBLw/NODRP 0.77 0.66 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: CAMPBELL 2062e (BASE CASE) Run: 514 26 -Oct -92 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- GLAZING CHARACTERISTICS SC w/o FMF • Glazing ------------- Interior SC Exterior Charactr Glazing # of Glass w/Int Shade Ext Shade Name Type Panes U-val Only Shades Type Shade Type DBLw/NODRP Clear 2 0.65 0.88 0.75 None, 1.00 None OVERHANGS Glazing Glazing ------------- Above Left Right Name Height Width Depth Glazing Extension Extension -------------- W1-N1 ------ 316" ------ 410" ------ 210" --------- 418" --------- 18'0" --------- 610" W1 -N2 510" 2'6" 16'0" 1'4" 810" 2'6" W2-N2FRCH 622" 214" 1610" 114"' 110" 9'8" W1 -E1 410" 490" 916" 1'4" 5'0" 25'0" W2-EIFRTDR 310" 210" 916" 114" 13'5" 1897" W3 -E1 4'0" 800" 916" 114" 2196" 416" W1 -E2 510" 410" 2'0" 114" 610" 4'0" . W1 -E3 500" 410" 310" 1'4" 410" 410" W1 -S1 316" 5'0" 210" 516" 2310" 17'6" W1-S2FRCH 6'2" 214" 1610" 114" 596" 112" W1-Wl 410" 4'0" 2'0" 3'0" 1.9'0" 5'0" W2 -W1 510" 216" 210" 310" 14'5" 1191" W3 -W1 5'0" 216" 2'0" 3'0" 3'0" 22'6" W1 -W2 410" 8'0" 9'0" 114" 490" 410" W1 -W3 410" 610" 2'0" 104" 814" 718" W2 -W3 310" 2'0" 210" 114" 4'0" 1610" FINS Left Fin Right Fin Glazing -------------------------- Exten Dist -------------------------- Exten Dist Glazing ------------- Fin Fin above to Fin Fin above to Name ------------ Height Width ------ ------ Depth ------ Height ------ glzng ----- glzing ------ Depth Height glzng glzing W1-N1 316" 410" -- -- -- -- ------ 32'0" ------ 8'0" ----- ------ 194" 610" W1 -N2 0" 51 216" 1610" 8'0" 1'4" 890" -- -- -- -- W2-N2FRCH 612" 214" 16'0" 810". 1'4" 1'0" -- W1-E1 410" 410" 616" 810" 114" 310" -- -- -- -- W2-EIFRTDR 310" 210" 616" 810" 114" 1195" -- W3-El 410" 810" 616" 8'0" 114" 19'6" -- -- -- -- W1-E2 5'0" 410" -- -- -- -- 710" 810" 114" 4'0" W1 -E3 510" 4'0" 916" 8'0" 114" 410" -- W1-S2FRCH 6'2" 214" -- -- -- -- 16'0" 8'0" 114" 112" W1 -W2 4'0" 810" -- -- -- -- 1110" 810" 114" 410" W1 -W3 410" 6'0" 26'0" 810" 114" 814" -- W2-W3 3'0" 2'0" 26'0" 810" 114" 410" -- -- -- -- COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- CAMPBELL 2062e (BASE CASE) Run: 514 .26 -Oct -92 THERMAL MASS Vol Cond- Area Thick Heat duct- Form 3 Inside Location/ Mass Name Type (ft2) (in) Cap ivity Reference R-val Description Zone = STANDARD TM2 Intmassl 75.0 5.0 22 0.47 Brick 0 SOLAR GAIN DISTRIBUTION Glazing Winter Summer Targetted Name Fraction Fraction. Thermal Mass Location/Description None HVAC SYSTEMS Duct Location System Name System Type Efficiency and R -value Credits -------------- ----------- -------- ---------- ------------- -------=------ Zone = STANDARD I GasEurn.75 Furnace 0.75 SE Crawl R-5.6 AC16.0 Air Conditioner 10.00 SEER Crawl R-5.6 WATER HEATING SYSTEMS Tank Rated Pilot Special # of Capacity Rated Standby Input Size Features/ System Type Heaters (gal) Efficiency Loss (Btuh) (Btuh) Credits ----------------- ------- -------- ---------- ------- ------ ------ ------------ Storage Gas 1 50 0.76 RE, 3.64% 28000 -- REMARKS, NOTES, AND EXCEPTIONAL FEATURES 1. This building includes glazing with non-standard Open.:Type. Li Structural Calculations CAMPBELL SINGLE FAMILY DWELLING 9710 MARICHERT COURT DURHAM, CALIFORNIA January 5, 1993 JOB NO. 93-01-01 Robert D. McGhie, SE 2320 60 Declaration Dr., Suite C 916-891-0903 Chico, CA 95926 9UILQING p�owry . A PPF'OVIEID- 0 ?We4L 9,0V ESSiON 9 P 00�PS s y 0 , 2 w m w m a n No. 2320 P CAL EXP. 12/31/93 P • Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C. Chico, CA 95926 (916) 891-0903 Joe 93_01-0 / Sheet_ of Date By Checked by Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job_ —0 /. Sheet �L of Date BY Checked by Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job Sheet of Date BY Checked by Robert D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job_ Sheet of Date BY Checked by Rcbeyct, D. McGhie Structural Engineer 60 Declaration Dr., Suite C Chico, CA 95926 (916) 891-0903 Job_ 3 —0 /—D / Sheet of Date BY Checked by .. ... ... ... . u FT521 OR 29. FTFIFTS FAS -TIE'" HOLDOWNS 1. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce for other load durations according SINGLE POUR SYSTEM to the code. 2. One horizontal #4 rebar must be installed in the shear cone. 3. 16d sinkers may be used in place of 10d commons at the same load. 4. Minimum penetration of 10d commons is 15/e" Use 3x, double 2x, 4x or larger stud. When using nails with single 2x stud, use 10d x 11112" nails— MODEL NO. MINIMUM2 FOOTING WIDTH FASTENERS ALLOWABLE LOADS ($'7(133) FTF FTS s NAILS 3.4 BOLTS NAILS BOLTS LENGTH OF BOLT IN WOOD MEMBER 11/2 2 22142 TYPICAL INSTALLATION (see Installation 1 or 2-151/4" minimum to corner) FTF28, FTS21 6 20-1 Od 3-1/2 MB 3140 2210 2925 3015 32 or 42 FTS29 6 32-1 Od 5-1/2 MB 4700 3170 4340 4340 CORNER INSTALLATION (see installation 3-23/4" minimum to corner) FTF28, 32 or 42 FTS21 6 20-1 Od 3-1/ MB 3140 2210 2925 3015 FTS29 6 32-1 Od 5-'/2 MB 3315 3170 3315 3315 reduce allowable load to 90-/a of the table value. 5. Anchor strength in concrete is dependent on corner distance, as concrete is susceptible to failure when the distance is small. The table gives load values for comer distances of 23'4' and 151/4" (Typical Installation) to the center of the strap. A linear interpolation may be made to determine the allowable loads for distances between 234" and 151/4" 6. Extra bolt hole provided in FTS. 7. Minimum concrete compression strength for the FTF is 2500 psi; for 2000 psi concrete, use 60% of the table values. DOUBLE POUR SYSTEM FTS21 6 20-10d 3-1/2 MB 3140 2210 2925 3015 FTS29 6 SINGLI POUR MAXIMUM I FTF28OR32 INSTALLATION 1 Single Pour Typical Installation Designed to be edge -installed INSTALLATION 2 Single Poul with Rim Joist FTF28,32 OR 42 INSTALLATION 4 Double Pour Typical EM Installation Designed to be 1 -edge-installed 12 TYPICAL INSTALLATION (see installation 4-151/4" minimum to comer) FTF28, 32 or 42 FTS21 6 20-10d 3-1/2 MB 3140 2210 2925 3015 FTS29 6 32-10d 5-1/2 MB 4675 3170 4340 4340 CORNER INSTALLATION (see Installation 5-23/4" minimum to corner) FTF28 FTS21 6 20-10d 3-1/ MB 2760 2210 2760 2760 or 42 FTS29 6 32-10d 5-1/2 MB 2760 2760 2760 2760 FTF32 FTS21 6 20-1 Od 3-1/2 MB 3140 2210 2925 3015 FTF32 FTS29 6 32 104 5'/2 MB 3315 3170 3315 3315 FTS29 OR 21 3" MAXIMUM THICKNESS FOR FTF28 OR 32 DOUBLE POUR INSTALLATION 5 Double Pour Comer Installation Place #4 rebar within shear cone © Copyright 1993 SIMPSON STRONG -TIE COMPANY, INC. INSTALLATION 3 Single Pour Comer Installation • INSTALLATION 3 AND INSTALLATION 5 23/4" minimum for comer installation; FTS29 for reduced load OR 21 values see table. 151/4' minimum for makimum load values. FTF28,32 OR 42 E FTF28,32 OR 42 ro NTN'` INSTALLATION 3 AND INSTALLATION 5 23/4" minimum for comer installation; FTS29 for reduced load OR 21 values see table. 151/4' minimum for makimum load values. FTF28,32 OR 42 E C - - Threaded Rod , Typical HD5A Tie Between Floors Continued from HOLDOWNS I previous page. HDAND WASHERSMUST MATERIAL \ Patent No. 4,665,572 M and INSTALLED Canada Patent HB° 1,253,481 Studs 71C To H get the full table SO load, the minimum -. bon end distance 3 ANDWOOD for all holdowns Is 7 times the stud bolt MUSE BE HD5A 3 ga 10 ga 5'/e 3 33/16 93/8 31/2 1/2 21/16 3/e 2-3/4 20767 2370 3135 3850 4385 4670 4770 diameter (HB in table). ND HD20A 3/e 3 ga 7 4 41/4 203/4 41/s 7/e 23/a 1'A 4-1 51233 — — — — 13380 15040 This distance Is Install designed into the Washers Simpson Holdowns 1 31/2 listed here. The bolt HD15 end distance may be 1 21/e Increased without h affecting load capacity, — provided the anchor — nut Is not over -torqued, 1 136651 which could split HD15 3/8 the stud. WASHERSMUST MATERIAL \ BE M ALLOWABLE LOADS'2(133) INSTALLED BODY HB° BETWEEN W H BOLTHEADS SO CL OR NUTS `' - WASHER ANDWOOD HDA HOLDOWNS MUSE BE HD5A 3 ga 10 ga 5'/e 3 33/16 93/8 31/2 1/2 21/16 3/e 2-3/4 20767 2370 3135 3850 4385 4670 4770 t ND HD20A 3/e 3 ga 7 4 41/4 203/4 41/s 7/e 23/a 1'A 4-1 51233 — — — — 13380 15040 HD HOLDOWNS HERE 7 ga 7 HD12 AND 1 31/2 201/2 HD15 Typical HD15 Installation H MODEL NO. MATERIAL DIMENSIONS FASTENERS AVG ULT ALLOWABLE LOADS'2(133) BASE BODY HB° SB W H B SO CL ANCHOJB±SD DIA ANCHOR LENGTH OF BOLT 3,5,6 IN WOOD MEMBER 11/2 1 2 21/2 1 3 HDA HOLDOWNS HD2A 7 ger 12 ga 41/2 21/2 21/2 8 2% 1/4 1'/2 6/e 2-% 12150 1965 2585 3035 3265 3300 3315 HD5A 3 ga 10 ga 5'/e 3 33/16 93/8 31/2 1/2 21/16 3/e 2-3/4 20767 2370 3135 3850 4385 4670 4770 HD8A 3/a 7 ga 6'/e 31/2 3'/4 143/4 37/i6 3/4 21/16 7/e 3-7/B 28667 3235 5195 6440 8050 8770 9265 HD10A 3/a 7 ga 61/a 31/2 31/4 18 37/16 3/4 21/16 7/e 4-7/e 28667 3540 6485 8035 10305 11215 11465 HD20A 3/e 3 ga 7 4 41/4 203/4 41/s 7/e 23/a 1'A 4-1 51233 — — — — 13380 15040 HD HOLDOWNS HD12 3/a 7 ga 7 1 4 1 31/2 201/2 41/4 1 35/e 1 21/e I 11/a 1 4.1 1437501 — I — — I — 1 136651 15550 HD15 3/8 7 ga 7 1 4 1 31/2 241/z 4'/4 1 3% 21/8 1 11/4 1 5-1 1437501 — I — I — I — I — 1 17500 • e 1. Allowable loads are based on the lower of (a) the bolt values in accordance 4. HB is the required minimum distance from the end of the stud to the center of the with the U.B.C. and (b) the ultimate load on a steel test jig divided by 2.5. first stud bolt hole. End distance may be increased as necessary for installation. 2. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce where other load durations govem. 5. HD12 and HD20A require a 3'/2" minimum stud thickness. Use a minimum stud width of 51h° for the HD20A; see W dimension. 3. The wood member must be sized for the load carrying capacity at the 6. HD15 requires a minimum 6x6 nominal post. critical net section, reducing the gross section area for holes or other removed wood as specified in the code. 7. The anchor embedment and configuration must be specified. See STAB Anchor Bolts and Additional Anchor Designs. ,— de ADDITIONAL ANCHOR DESIGNS Anchor Type A L -Bolt Bend without cracking the outside of the bend portion Imide Ell L �: o. e �— 2 le minimum —►� Also see STAB Anchor Bolts. The anchor types shown are made by others and used with Simpson Strong Tie holdowns. The design engineer may specify an alternate anchorage system, provided the anchor diameter is the same. ° CODE NUMBERS: Anchor type A—ICBO No. 4935. Anchor type B—BOCA, ICBO, SBCCI No. NER-393; see also Prestressed Concrete Institute Design Q : Handbook (Edition 3), Section 6.5.2. ° 1. Allowable tension load is for earthquake loading; b I reduce to 88% for wind —'I loading. 2. Anchor embedment length is based on a single -pour concrete foundation. Anchor Double pour foundation Type B systems, masonry walls Hex -Head and masonry footings Bolt must be evaluated by the desi ner 16 ©Copyright 1993 SIMPSON STRONG -TIE COMPANY, INC. V DIMENSIONS 6. Spacing between anchors is 2le minimum for for the anchor load. ' 4. Anchor bolt B must be ASTM A307; anchor bolt A must 7. "N' bolt minimum end distance, dc, is for corner be A36 steel or better. MINIMUM MAXIMUM Typical Installations, Plan View). Otherwise, or the elements; for concrete case against and permanently minimum end distance is I. for full table load. exposed to soil, d,=3" plus half the anchor diameter. MIN ANCHOR CONCRETE ALLOWABLE TYPE DIA MIN b de END STRENGTH TENSION 4 DIST' (PSI) LOAD (133) do A 1'/8 30 8 13/4 5 2500 10250 B 1'/e 15 8 23/4 15 3000 15550 A 36 8 23/4 5 2500 12255 20 1 8 23/4 20 3000 17500 V 3. Concrete compression strength is the minimum allowed 6. Spacing between anchors is 2le minimum for for the anchor load. anchors acting in tension at the same time. 4. Anchor bolt B must be ASTM A307; anchor bolt A must 7. "N' bolt minimum end distance, dc, is for corner be A36 steel or better. with 12" return only (similar to STAB28—see 5. Concrete edge distance, d„ is for concrete exposed to soil Typical Installations, Plan View). Otherwise, or the elements; for concrete case against and permanently minimum end distance is I. for full table load. exposed to soil, d,=3" plus half the anchor diameter. El STAB'" ANCHOR BOLTS The first tested and inspection -friendly Strong-7716®Anchor Bolts for Holdowns. Strong -Tie anchor bolts are designed to work in conjunction with the HDA Holdown series to provide a systems approach at this connection point. Extensive testing has been done on the fie" diameter STAB to determine the design load capacity at a common application, the garage stem wall. The design loads are based on the lowest ultimate, from a series of five tests, with a three times safety factor. SPECIAL FEATURES: • Rolled threads for higher tensile capacity. ■ Offset.angle to reduce side bursting and provide more concrete cover. • Stamped bolt head for identification after pour. • Stamped embedment line to aid installation. • Configuration results in minimum rebar interference. INSTALLATION: ■ See the table to select the appropriate STAB size for the holdown and foundation type to be used. STAB is suitable for single and double pour installations. ■ Install STAB before the concrete pour using a holding device (made by others). Must be installed diagonally at approximately 45° from the wall. Install one #4 rebar 3" to 5" from top of foundation. ■ Minimum concrete compression strength is 2500 psi. Unless noted otherwise, no special inspection is required for foundation concrete when the structural design is based on concrete no greater than 2500 psi (1991 Uniform Building Code, section 306 (a) 1). ■ Use 90% of the table load for 2000 psi concrete. ■ Nuts and washers are not supplied with the STAB; install standard nuts, couplers and/or washers as required. OPTIONS: • Other STAB sizes available; contact your Simpson representative for details. CODE NUMBER: ICBO No. 4935. STAB SELECTION TABLE �8 2� - 06060/SIM Identification BuyLine 5162 Stamp Showing e 4 Embedment Angle c~7 Z W J STAB16 (others similar) Double Pour Installation (STAB20, 24 and 34) if' MINIMUM EDGE DISTANCE .o le '° 6"MINIMUM DIA.STAB ii x f_V Z J �oeQ xm Nd �l t MAXIMUM MINIMUM ALLOWABLE Continuous MODEL DIA LENGTH EMBEDMENT TYPICAL Stem Wall NO. I• TENSION LOAD Installation (133) PLAN VIEW STAB16 s/e 17 12 4420 INSTALLATIONS STAB20 s/e 21 16 4600 PLACE STAB24 s/e 25 20 4600 = DIAGONAL STAB28 7/a 29 24 10100 INCORNER Z _= APPLICATION = STAB34 �/e 34 28 10100 w J Z STAB36 �/e 36 28 10100 J 1. Loads may not be increased for short-term loading. Loads apply "' m 12�rMIN. FOR to earthquake loading; use 88% of table load for wind loading. cc7'8 "DIA. STAB 2. Minimum anchor center -to -center spacing is 21, for anchors acting FOR FULL "cc LU TABLE LOAD in tension at the same time. z 3. Full tension load applies when the HD5A is used with the s W' diameter STAB. 5 r 5" 4. The maximum allowable load is 6150 lbs. for a STAB28 used 5" MIN. from the end of a concrete foundation. Use the full table load when MIN. installed 24" from the end or when installed in the corner condition (see illustration.)31' 14 MIN. 14 MIN. Corner Installation End Wall Installation 17 (o Copyright 1993 SIMPSON STRONG -TIE COMPANY. INC. SILL PLATES TWO Z G3xandx POUR STAB20 STAB24 STAB28 STAB34 HD10A STAB28 I STAB34 STAB SELECTION TABLE �8 2� - 06060/SIM Identification BuyLine 5162 Stamp Showing e 4 Embedment Angle c~7 Z W J STAB16 (others similar) Double Pour Installation (STAB20, 24 and 34) if' MINIMUM EDGE DISTANCE .o le '° 6"MINIMUM DIA.STAB ii x f_V Z J �oeQ xm Nd �l t MAXIMUM MINIMUM ALLOWABLE Continuous MODEL DIA LENGTH EMBEDMENT TYPICAL Stem Wall NO. I• TENSION LOAD Installation (133) PLAN VIEW STAB16 s/e 17 12 4420 INSTALLATIONS STAB20 s/e 21 16 4600 PLACE STAB24 s/e 25 20 4600 = DIAGONAL STAB28 7/a 29 24 10100 INCORNER Z _= APPLICATION = STAB34 �/e 34 28 10100 w J Z STAB36 �/e 36 28 10100 J 1. Loads may not be increased for short-term loading. Loads apply "' m 12�rMIN. FOR to earthquake loading; use 88% of table load for wind loading. cc7'8 "DIA. STAB 2. Minimum anchor center -to -center spacing is 21, for anchors acting FOR FULL "cc LU TABLE LOAD in tension at the same time. z 3. Full tension load applies when the HD5A is used with the s W' diameter STAB. 5 r 5" 4. The maximum allowable load is 6150 lbs. for a STAB28 used 5" MIN. from the end of a concrete foundation. Use the full table load when MIN. installed 24" from the end or when installed in the corner condition (see illustration.)31' 14 MIN. 14 MIN. Corner Installation End Wall Installation 17 (o Copyright 1993 SIMPSON STRONG -TIE COMPANY. INC. R 11_11 n to DPW AGRICULTURAL STATEPIEN'T OF ACKNOWLEDGEINT 93-01541 - R• FOR RESIDENTIAL DEVELOPIMFENI T Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. - - The property described herein is adjacent 3-001541 1 Rec Fee to land or included within an area zoned!.I Check Recorded- r'. - • for agricultural purposes, and residents of this property may be subject to incon- Official Records I veniences or discomfort arising from the County of •' I r t use of agricultural chemicals, including, Butte I but not limited to herbicides, pesticides, Candace J. Grubbs I and fertilizers; and from the pursuit Recorder I of agricultural o erations ic nludin 12:32pm 13 -Jan -93 I PUBL P g) but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. tural zones which have as a priority use for productive within said zones and on adjacent property should be or discomfort from normal, necessary farm operations. 5.00 5.00 XX 1 Butte County has established agricul- agricultural purposes, and residents prepared to accept such inconvenience 911 that real property. situate in the County of Butte, State of California, described as follows: C UNITY OF 9uTTB BUILDING DEPT FED 0 Date: /a - 41- 9 Z PROPERTY OWNERS : State of California) On this the 18th day of December , 192 before me, the SS. undersigned Notary Public, personally appeared County of Butte ) William G Campbell and Rececca Campbell Personally known to me. ®.Proved to me on the basis of satisfactory evidence. :o be the person(s) whose name(s) OFFICIAL NOTARY SEAL ubscribed to the within instrument and acknowledged that ' ELIZABETH — Californiapurposes-therein EY Notary Public —CalifXecuted the same for the contained. WITNESS BUTTE COUNTY EREOF, I hereunto set my han and official seal. My Comm. Expires OCT 14.1994 Present A.P. No. Oq6- 160- 0q0 otary Pudlic EN® OF MC CUFAT 93-001541 15.00'' .5.00, 12232pm 13 -Jan -93 1 PUBL xx I I 93-001541 ' 93---00154,11 Recorded I 0 official Record"A 10 County of I Butte Candace J. Grubbs I Recorder I 93-001541 15.00'' .5.00, 12232pm 13 -Jan -93 1 PUBL xx I I