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HomeMy WebLinkAbout040-170-1454 �.. - t. �.; zt92_4412" -4 51 BPEM ��.a .<. O'Llo ,:NEILL`, Bob $;&�NancY�) Lri `` Durham. ne . • ~2042 Vista "Jerry�Tucke contrr j a51�3F 1 .- �P new- 4 ew h� fy qv,y �r■ �F • rf u f v .. �f 0 0 � ;'i 1 m �r 7. 4 �.. - t. �.; zt92_4412" -4 51 BPEM ��.a .<. O'Llo ,:NEILL`, Bob $;&�NancY�) Lri `` Durham. ne . • ~2042 Vista "Jerry�Tucke contrr j a51�3F 1 .- �P new- 4 ew h� fy qv,y �r■ �F • rf u v .. �f f J � ;'i 1 I ' 040-17-0-145 O'NEILL, Bob &Nanc92-4412 BPEM 2042 Vista Ln y - Durham contr: Jerry Tucker new sf OFFICE COPY FAddress GAS Meter By ELECTRIC Dates i �--a Meter By _—__ ------J OFFICE COPY i Address GAS Meter By Date ELECTRIC -- Meter By ���'--� Date JOB FINALED (Date) Signature �� �� V=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) ' r 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / P'L"ft. / /"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,A 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch n 10. Cert. of Occupancy 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; Grid'ers and/or Joists -Decking -Bracing -Stairs= Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 1. 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 1' 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings tir Date Card B-1 Date Card B,1a Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s . , 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ..j 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval , 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 Y K s �t �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; Grid'ers and/or Joists -Decking -Bracing -Stairs= Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 1. 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 1' 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings tir Date Card B-1 Date Card B,1a Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s . , 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ..j 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval , 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 K s � 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; Grid'ers and/or Joists -Decking -Bracing -Stairs= Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing 1. 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 1' 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings tir Date Card B-1 Date Card B,1a Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s . , 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ..j 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-Panelboards-Ins. to Main in Conduit 9. Health Department Approval , 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card 6-1 K �1 4= OK O -Not OK '- = blot Applicable Not Ready RESIDENTIAL = Date UNDERFLOOR (Plans) OK except ft's ing-Set cks-Ea ent lope 2-Ftg., Main; Soils-Elec. .-/fil" Ftg. Depth 2--Ftg., Garage; Soils-Steel-Elec. G d.-/18�' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth Stemwalls, Main; Steel-Blockouts-Wrapped Ti'Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel D.W.V.; Fall -Fitting Way C/O -Sewer Test 18"LIF. Gas Pipe; Size -Anchors - yard gas piping: size -test 1V water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground $6. Pienums & Ducts; Clearance -Material -Support -Ins. Gir rs- 'lls-Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 GG Date J;wjj q3 Card B-1 gy6i Date g_10 -4q4 Card B-1 (j{ Date Card B-1 Date PLUMBING (Permit),OK except i1's Water Htr.: Vent -Access -Combustion Air -Baffle ----------- --------------------------- 1 W ter Pipe: Test & Anchor -Nail Protection gW.V.: & Anchor -Nail Protection--------------- �� hoover Pan: Tst. First Floor -Tub Access ---- -- 29-"est Tub & Shower. -- Second Floor -Tub Access ---------------------- ------------------- -- - -?>, Gas Pipe: Size & Anchors Date I� 1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except a's Fixture & Transformer Clearance -Ins. Protection ------ ----------------------------------------------------- -- Elec. Receptacles Spacing -Lights & Switches at Doors -- Size Boxes & No. of Conductors -Stapled 2v5omex Installed Close to Edge of Studs & C.J. - --- ----- ---- -------------------------- Equip. Gr d made up w/Meeh. Fastner and s & W e_ ------------ �i ---------------------- Appliance Circuts in Kitchen & Conductor Size!GFI --------------- 2 . Subfeed Wire Sizer r ga. Cu or AI-A.C. Wire Size ! ga. _ _Cu or 2A,11ange Circ .�/ ga Cu or(DOven Circ. / / ga. Cu or Al. Insulated Neutral ^Yes- ❑ No - ------------------- _ �3erwce Riser Conductors & Ground -Main Disc_onne_ct ---------- ' Equip. Clearances Panels-Motors-Mech. Equip ----- ----------------------------------------------------------------- Clothes Closet Light -Shower Light -Spa Light --- - ---- - -- - - ----------------------------------- Smoke Detector ------------p---p------------------------------------------------------------------- Lo - Date �I Card B-1 Date Card B_1 Date R.11 y Card B-1 Fye Date Card B-1 Date MECHANICAL (Permit) OK except n's A.C. Ducts Insulation & Support ------------------------------------------------ --------------------------------- X7 ----------------------------- 2r Vent Fan: Exhaust above insulation -------------- ------------------------------ --- - ----------- 36. CondenEtate Drain & Overflow: Size & Grade ----------------- -- - - - -------------- - -- - - - - ..... - i/. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -- - ------------------------------------------------------- d. Attic Access & at if Furnance in Attic -------------- ----- Date 41 Za `j3 and B-1 Dale Card -B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except a's 3 . Sils. Proper Material & Anchors ------ ------------------------------------------------------------------ 4Z' Walls Studs -Nailing. Spacing & Bracing -Plates -Sound 4)J -------ng---------------------&------------------------------------- BeariWalls over Girders Floor Nailing ------------------------------------------------------- --------------------------- ---- ---- 4x Draft Stop in Walls (rat proof) --- - - - -------------------------------------------------- 4$. Fire Stops: Furred Ceilings -Stairs -Chases -Tub Headers & Beam -Size & Bearing (Single & Duplex) Date MING (Continued) rs- ost Caps Anchor sect Brac-Truss-Shthng.-Rfng. 9MOAND"Iles-Purlin-kof ce Ties or Type AFlue-Fir e Throat clearance 4,ar Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 6P- Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions ---- ---- -- 5 Garage Fire Protection Framing V. Property Line Firewall & Openings Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ------------ ----- ywood oof verhang-Attic Vents -Rafter Outriggers 5. Siding -Nailing Veneer 56-Sjucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Ie Glazing Area -Glass Pr lection -Skylights -Plastic' ------------------- hear ails: o n lata Wal Ce liogs ------ -- ------------,�d Infi al3f tion-Wa -Win ws Date qf1-Card B_t- - Date Card B-1 6C Date gAj01% Card B-1 Date Card B-1 Date FINAL (Plans) OK except tt's 61. Ext. Steps -Door & Sidelight Protection -Landings 40;,Smoke Detector -------------- Furnace: Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection ------------ ---------------- _/Bedroom Exiting Bath Fixtures & Tub Access -Spa - ---- Elec. Trim & Subpanel: Breaker Sizes & Labels - - ------------------- 6-?,�3tairs & Rails --------------- - — Fireplace or Stove: Clearances -Hearth "l 'Elec. Outlets at Wood Panel: Int. & Ext. - -- 4V 'Kit.Fixt & Appliance: Grnd.-Air Gap -Cooking Clearance ---1 ------------------------ Elec. Outlets & Receptacles at Kit. Countpr ---------Garage Fire Door: Swing -Landing CI --- -------------------------- Duct in Garage -Damper ------- ------------ ----- ZA"Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meth. Protection kb.. Elec. &Mech. Equip. Listed fo Location E.�jlec. Receptacles in Garage (G. .I.) Romex Protection -----------insulation-Foam-Looked in Attic ❑ Yes -------------- ----- - -k Guard Rails & Deck Construction -Post Caps 701-F-dn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor - ❑ Yes 8 . Following instld. Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ----- ------------------------ 8 ucco: wn-Finish -- ------------- .C. it isconn ctri lumbing Vents Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim: G.F.I. Receptacle- Underround SB,,Ventilation Throughout House Bd_Glass Protection ------------------------------Inspections-ns-------- 8". Corrections from Previous Gas TBSP -Meters Tagged: Gas -Electric 9fYWater & Sewer Connected -C/O to Grade- D Approval ---------------------------------- - --- 9.t'�Energy Compliance Certificate er erti ica ------ -------------------------------------- --------- Date ((a�Y-9Card B_1 G�- -Date -- _Card B-1 Date 6- Card B_t 6 G --Date -- Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE • . • BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES ` I 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541' f 747 Elliott Road, Paradise, CA - (916) 872-6307 - CORRECTION NOTICE n I �1 Cti1ll C?z'-Ll�(Iz 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 notify this office when correction of work' is completed. If you have any questions pertaining to this matter, or need additional explanation, < 3 please contact this office immediately. 5,, 0C i In/ GA2AG k7L 1+ A-1 Date 6, Inspector �5 r REV 10/92 _ `# :r f £. f Date 6, Inspector �5 r REV 10/92 _ `# tnLy, N' SYS., ?-x6' "oP E«2s :f 8 CvpC QL 0UF2 L O P I 4UT %L- a V1 IOLA r l- INST Al(/�1TId�1 (Dane `f -c- i Inspector a 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 CORRECTION NOTICE �'�7JSIE�13 PERMIT NO. • Ai Amufheffinsprction indicates that the following violations of Butte County Ordinances exist at VmAb,ovaaddrass,and should be corrected. Please notify this office when correction of work .P irsxnapleled_0fti,ouhave any questions pertaining to this matter, or need additional explanation,' ' ettms,office immediately. i qT Fa0-- /V -r - � Q, N rL 54 1? T T 1z—) C h P- obM - c c. A o tzi A AS Pc/Z SN�'At2 5014E 01:I -=-- goo E 61 A (21 J Z1;M y io r (-IZA 4 LAM1 ET1PLA r r2s_ - yx — LSEA 36 STRAk - A7-- TOR CZAr4E 511 /«s tnLy, N' SYS., ?-x6' "oP E«2s :f 8 CvpC QL 0UF2 L O P I 4UT %L- a V1 IOLA r l- INST Al(/�1TId�1 (Dane `f -c- i Inspector a ' COUNTY OF BUTTE BUILDING DIVISION s DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891.-2751 _ {' r 7 County Center Drive, Oroville, CA.- (916) 538-7541 'v 747 Elliott Road, Paradise, CA - (916) 872-6307 _ - `• CORRECTION NOTICE Q tjk_1 LL 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. Hyou have any questions pertaining to this matter, or need additional explanation, .•r please tact this office immediately. y' U&(Llf tCA-rl,7rJ 0C- c-itL)Arl0^/. k rL a - "Fld A L A Li Aa k,. Date 1%)- Inspector REV 10192 ;' • ' C.' ZJ f' Date 1%)- Inspector REV 10192 ;' S Ins'u'la.tion Certificate ,_ 1J� NuPlwy andatreet county city L,?qz LmNuirnbcr Description'.of Instanation ROOF Material Thickness (inches) Name M=M21 Resistalk-A (t-Vailue) CEILING Bat, air BWkct Type FIBERGLASS. BradNam CERTAINTEED' Thickness (inches) Loose Fill P ilype INSULSAP M=Msl Resistance . (R -Value) ITT Contractor's minimum i nsulled wtighWe lb — B=dN=a rPRTATbjrrERn Midmum ddd=ss Z!EgL— fixift .4 Manuf2ctumf*s installed weight per 3qu2r,- fact to acbeive Thumd Resismxip (R -Value) EXTERIOR WALL MlwxW FIBERGLASS RraddNma'. ERTATNPrVnt Thickness (incnes) .6 VVResivaaC RAISED FLOOR' MatcrW' PTRtRM, Thickness (inches) 113, .SIAS FLOOR" Thickness (inchas) Width (inches) FOUNOATION WALL Maler.Lld FIBE• RGLASS Thickness (inches) Deckiration . BandNxm CERTAINTEItD Thermal ResZ=-- (R-Yalue) Brand Name Mmmal.Rtsismncic (R -Value) Brand Na'm CERTAINTEED 'Ibernud Resistance (R-Vaj- UC), I hereby Certify that the above-hittlation Was installed In the 'buUftg at the above location in confomance with the current Building Energy Efliciency Standards for new residential buildings contained in Tide 24 of the California Administrative Code.' C6nV3CL00)4Jdct) , tium L �dL. zitqj Signawe wdTide IIAHKjNS TNT)U Doe ST.RaE—SI INC. if SHASTA' IN LATION .650722 SU Nmba 3 itnum w rsaDug 7. A.? � macex::ara. � � # �i il' i'•;t � 4»r?-� 5-• � t T.t� ."�a� _ , � ,. t - 'F r� 3e•^4 w 4 � �, 'i �t '� �vi''t'.L' 4 ��� � � .i 4 Ce ��t •- t��,,7 1t r 1, ., y 1:� `-� 1� �.�.•t�t j �{ �- .fit �I 6 i Y Lc xate Fo X435 x 1 r-� r yh. Yrf .Ce, tiftc�� �, 6��•� •t. J't ;� .. t _ r , � �- �-�� z ;t�� 31 T! ; UNDERSIGNED'MANUFACTURER F!ERlERY CERT1E1ES that the _structure; wood proddc Ss ,�t� , idcntifie }tel �r ansa m rRed with a cof!ective me of AMecan 'cod Sys (MAI vr�re`rye,�': Litactured in accordan-e with the specifieat!ons indicated below. X.]ANSI Standard Ai9ai-i9� , for Structural . 3. G!u2d Laminated Timber _ Q NER 26-7 Job Name WESTERN BUYERS INC. Jp' Locatio.ri , ELK GROVE, CALIFORNIA- V is C�Slo,m-er's-Order ,ao, WB -22422 Date 10-23-92v!isr'S ora9F fvo; 09-00796 QUALITY CONTROL SUPERVISOR I SE CASCADE CORP p C4:rtaany. Address !.� O. BOX 50 B0ISE, IDAHO $372$ IT IS,HE.RERY CERTIF;LD that the structurel glued lar,inated timber production of the above-named mar;ufact.urar which Carries a collectivemark of American Wood Systems (AWS) is subject to.regular Apdit b.y Arnerican V'. -rood Systems, such audit consisting of the inspection with reasonable frequency of the M* anufacturing process, with adequate sampling to verify the qualify of glu!arrt construction and tf,eJdequ.acy of glue band.: 0'7'.-'92 09:32-WESTEPH' BUYERS -DISTRIBUTION. Cl PCS MARK SIZE LENGTH STOC?v' ARCHITECTURAL BEAM - 6 D31360 3-1/8 AX 13-1/2 X 60' 2 B§1060 5-1/8 X 10-112 A`601 14 051-260 6-1/8 AX 12 X 60' 6 Q513160 5-1/8 X 13-1/2 X 60' 6 E51560 51-1/8 X 15 X 60' 2 C51260 6-3/4 X 12 X 601 2 D61360 06-3/4 Av 113-1/2' X 60' 2 E61560 6-3/4 X 15 'X 60' 2. F6.1660 6-3/4-X 16-1/2 'A 60' 2 0-61860 6-3/4 X 18 X 601 Mi LL DELV 80FT TOTAL EST. - PRICE PRICE PC RDFT W GH T 360 2,160 3910 420 840 1520 480 6,720 12163 540 3,240 5864 600 3,600 6516 640 1,280 2317 720 1,440 2606 800 1,600 2896 880 1,760 3186 960 1,920 -3475 :--TOTAL-4'� . AMOUNT; =.FRE4&T ISOCMOUNT'PIECESz,-FooTAG E-EIGHT'il -453,tz 44, REVIS -T -, 2- REV IS ED ED i +- •v r "_ '_FJ 5 I Gr : J _L 1 Z. I rC i L:I_ A t i i i + 9 V, P �- • r !- ♦. _ Pw.w r ka f Z - Jr �• i..i � +c >r � r.. . f:11 1 ,� } d`L a -r•c .�'`'� '� f } jr' "t. -.s+ rrr i V7hst�-5fa�� - � ♦z fit... _ i �} �. 4 •.:Y:'_ +� i'•>-'�r ;... tS?'Z`• F'gN1s.v t ^�� 4•.t C, } .lx � ...r„ t : ry 1. �u hr .� . i s y. -tom 37 «.,f ; �, .n t.�a. q - .,•S.. : l4rr ,,t ♦Lk � wjl�,ou�.rr �-id�,y 't .� . r 4 •;,, "'Y�' .t`'' a`+ : �, 'Y yr. � r[i. '�^�'- .�_ .�..• � `+�'it� �'�•� =�'. '?I f`Y � � ,rd r. j a"7t, . x 2r �. •✓ hyla-s�.,5. tL a'�.iu Z-" tacmie .� to JK`. , t 5- _ , Q.Y.- ..:'a' �.v,iT.' y�� _ ". � . '4.` _ .. «' •_t �';. ... i; _ t µis^� 1' c ..?. CERTIEICATE.O�.CGNrGRIv1ANCE NCJ =1435 t BATED r, f Jab Natns :i�CSTERht BUYEkS IfdC El K.Gi�'UOVE; CiaLIFUi,i�Ii, .!^9 Location � Curiotner' crd©r No. 415-22422 10.2`^9� 09-00796 s Dated hifgr s Order No, The Soifa+ ing'gives ihfl additi©r;ai speoifi ations that � are used in the man6facture of the Mernbers on this job: I 1. LumberS Dias DOUGLAS FIR./LARCH 2.: Moisture Content 3. .nd Joint 4. -Adhesive S. Gluing Grading rules WCL18 416 Para -graph h 154 t:hru 154C Grades ! 24T 22T 201' L1 L20 L2 L3 Slope of grain 1:16 1:14 1:12 1:08 Range 8-11% Variation p-er member I 5% HORIZONTAL FINGER JOINT Conforms to ASTM 2559-82 specifications. ,yam PENACOLITE R-300 Batch No. r5 Z2- 1 100 psi Onimun 12 hours minimum Pressure 100 Pressure Period . Glue spread 62-63 Tbs. -1983 ANSI.Standard.A190.1 1C 00 '9Z 09:j�2. -4 / D ERN BUY L D IS I �ii�U WIN L-1- i l ; ME-" T DOW C 0 W; rG U 30 f'E'—Q-,K)MP ORDER DATE �-�.�d Wood Pvddl! G' to Pn. PAX 02 0 7 WIMP A .......... .......... -,Vol stall An. w Y; -2 S-1 - zz ..... ......... i)-C tri '9` 09:3-1 L,,ESTERN BUYERS-DISTRIBi.1TI0fA CIATR F,�..� 3 >. x •��, 2 (' `. _a i 1 rl ✓-lbla3'.�.: X.� " �-�++ 1 y S ; X r 'L "'. fr' rn S� /a�a✓: .4su K :S Y zy..,� - r+ z �•- 3 �.. , `._Zj'. t -,�.,` A � ..`m - ?� �iAr��� 2.::?a"4' - Y.4�a C .T '.r:d'i `ter - Lx� 1...'r �.. ..� .Y 1'•, �$ > r ♦ ;>_ ^i-.'1Y aq'+C' r 1 .+� t :-Y t -c f �. � �^i -n . w• i y,' t. - 'ir r 'I«.+s ..» r' 3,x 4r.,. c r. + �;�, ..• i. ryz C"y ri` 4r } -` x Mr r•aj I '"`� '<��$i�� .`cya/� _ _ � A,. � tiA -zY� �� a4� ct�� ..f ,� � `a��•�� ^y', i .i %iM. Ohl r .:TO GE i"iC6'�Te,`O"CONI=ORMANC IVO.�r ` 14435' DATED V WESTERN.-BUYERS-114C Job Name _ y^'- %GtUV r.. r..CAt if O}(11?H Job Linxlon �LiC : .ti6-22422 -'10-23-92 09-00796 Cusiomer's Ordsr Plo.. -- Dated M.fgr's Order No, m Th6 following id-entifies the members and awes thebasics ecikations that were used on this job:LUMbler ; cm� DOUGLAS FIR/LARCH - .. l`Iember i Adhesive_ Appearance ldanof don I Quantity siza Combinatlon :. Type Gtada Camber 1 ** SEE ATTACHED ORDER r' 1CKNOVILEDwIENT FOR ErAGT SPECIFICATION". *** I i i I I ,1 /2 FIS -6O /ySj��T TO,e / C>i'/Cv OGFICE sin�17CGT� n,IIF_/GC /?ES/O�/UCE��44�Z-�z ✓E/�/� Y T�c,�Ei2 Ca.vT�o/z. ��o�3LEM : CAT dF �it/S�Tio Av j. COA1-r�Toi2 tit u�rr DesTt71'4j I XYpl 6 ,Ne/A1EE/Z 7-H - T �T��'G�S 2c/�JZE GIsE� INS'-"Efto O �c� �t/�-SLS Silo �cJ •c J ON lozltwiii as -r , NrJ Se 6vaTTE C&Glxl -r ✓ 11U ��7 �ic/T/✓ZE �P��' �/�s i'�o�F�C Y i��l�c� , '� •' � `. .;�. ' � ,R , .. �. .. ... � :. .� •� ., .. � . .. S . CdRf%l��tE-To.� Sf�oGCLO OSE /QE•vI/NDE,D 2/Z THS ��irR�tz��y su�s7�TUT��u� A/ff-/CS !S N67- Poc(T�1JEL el(77L CeZINTS� �u/CD/�t/G DEQ% ' t .. h _ L _� � • / � �F -� -• iia t„^ .. , t bA � �, • � 17 ' ` r { F - it •�4 /#'•� � , �f's.i.,r` � ♦ . � . ,,,,.Lu .. +a..� � . �i,'ii'F • , . ~_ ,,L :.,• . � � ♦ L� ,• E . �{, :. t L�; � —+;, a`r'� � tv I._ <� � 4? Vii' � .� � � - �{ J ' t .. h _ L _� � • / � �F -� -• iia t„^ .. , t bA � �, • � 17 It, �h_!.t_/�:// . ,• E . �{, :. t L�; � —+;, a`r'� � tv I._ <� � 4? Vii' � .� � � - �{ J .L ~'4� • � � _.' �• ••. �, _- � • � n ' '�- tat �1 ol .cam•. t~�, S� .. �• ..fit, _ } .. YG :Y �%. 4 � M1 ` • ,:l I .. �n, • / /ounty OF BUTTE - DEPARTMENT OF PWBLi&-WORKS P� IT NO. ter Drive - OroviIIe, California 95965; TeIephp ne: 916/538-7541 IGG J APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 040-170-149 ZONING A-10 BUILDING PERMIT OWNER Bob tNei1 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING A DRE55 1 Durahm 95938 CONTRACTOR'S NAME TELEPHONE 895-1979 2,330 R 125,820.00 864 M 15,p552.00 299 COV. 3,007.00 CONTRACT'OR'S MAILING ADDRESS 845 Rearman Ct., CHico ' 95926 Fireplace A1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 146,759 LENDER'S MAILING AD RESS Filing Fee $ 15.00 Permit Fee $762.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $381.00 ARCHITECT OR GINEE 'S MAILING ADDRESS T11711 CirrIpwond Dr__ Paradise 95969 Energy Plan Checking Fee $ 20,00 Penalty $ BUILDING ADDRESS Permit fee $1,178.00 2042 Vis' T -rip -Diirhqm PLUMBING PERMIT Filing Fee 115.00 Each Trap 115-00 55.00 --n- Solar or heat pump water heater 20.00 LOT NO. 3 SUBDIVISION NAME PARCEL MAP 70-32 Water piping j 7.00 7,00 Each Qas water heater or vent j 7.00 7.00 USE OF STRUCTURE SF Q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets j 5.00 5.00 Building sewer j 15.0015.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New® Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: New 3 Bedr6om Single Family Permit Fee $104.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200AORLESS 11 18-501 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 Business and Professions Code / and my license is in full forceandand effect. License No. 7� �n / Classification � I ❑ 1, 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 200A TO IOOOAI. 1. 37.50 NEW CONST. / DWELLING OCCUPM X3.64sq.ft.112,CC OR ADDNS. l ACC. BLDGS. NEW CONSTR. MULTI.OUTLET NON•RESID BRANCH CIRCUITS) @ 5.00 (POWER APPARATUS e) SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 76 AL 0 46 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EAJ 3.00 Temporary service 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring -15.00 Permit Fee $ 145.50 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 subject 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 Filing Fee 1 15.00 Heating 119.00 1 9.00 Cooling Split 17.00 Hood 0 6.50 g24!.5 Ventilation 0 9_.00_ permit Fee $ 56,50 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. 1 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 onsequence of the granting of this permit. p X 7 Y limn . I Date y / Signature of Ap icant - Owner ❑ Contractors Agent An OSHA permit is required for excavations ver 5'0" deep an emolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $40.00 OCC CONST TYPE TOTAL FEE $ $1.524.00 HAz I DFEES I IMP FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. i TOR OF PUBLIC WORKS Y DateZ- PERM PIRES Date L i Receipt No. -6/130446 $1,063.0 v �� WHITE-O.P.W., YELLOW -ASSESSOR, PINK -IN ECTOR. GOL.E.R. - PLICAN r • � � --.� . a .. .- ....ri... ,.� .... , s � � 1 a JJNER COUNTY OF BUTM - DEPAR11= OF PUBLIC STORKS - BUILDING DIVISION 7 COUNTY CM4TER DRIVE - OROVILLE, CALIFORNIA 95963 - T=HONE (916)5387541 Q Nel A. P. NO. 30POSED BUILDING USE h e J dti ` DATE _ /2jZ �Z, REC. : DATE REC 1. School Distr :.c Fees !/✓�- �1�/ (paid at District Of =ice) 2. She_--i.ff Fees ..... (paid at Building Department) Residential ......... 124+ t amt. Commercial(per sq.ft.) x =$ sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X = ttni tS amt. Ir Commerical(per sq.ft.) 1 4 So .ft. amt. 4. Rem eation District Fees (paid at District Off -ice) .......................... S. Drainage District Fees (Contact Land Development) ......................... 6. Other 7. Other I 11311,5 time of permit application, I was advised the above fees are required to be paid pr-_=- issuance of the permit. 'PLICANT��1-- ll��. DATE / z LUl h 1— COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,'California 95965 - Telephone: 916.'538-7541 i s APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ®LI -d — 1 — i y5 ZONING P BUILDING PERMIT OWNER 1 TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNE 'S MAILING ADDRESS r 1- 0 . 6"og,'Y4 7 (' `i6fS3vc, 2330 0 e64Zf sy 15 CONTRAC T OR'S NAME 9e� �f✓-_e2 T LEPHONE S— 9 CONI —C TORMAILING ADDRESS O—1 -p6gc n yJ L4, CONSTRUCTION LENDER QU 1�, 11 UNKNOWN ,V Fireplace Total Valuation $ �. LENDER'S MAILING ADDRESS 11 ZS Ne 1 1A w UAARCHITECT OR ENGINEER LICENSE NO. t`, ��V+ R Filing Fee $ 155,00 Permit Fee Plan Checking Fee $ 7,6 2 $ / ARCHITECT OR ENGINEE 'S MAILI G DDRESS �30 C VZC, (E Lj,3- 15 — qs 9 G Ener Plan Checking gY g Fee $ ?L� Penalty $ BUILDING ADDRESS Permit fee $ �� PLUMBING PERMIT Filing Fee 15.00 Each Trap / 1 5.001 S Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP J 1 / D - 3 �� Water piping 11 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF -A Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK New[% Addition❑ Remodel❑ Utilities ❑ Installation❑ Other❑ Describe work: Permit Fee $ lo Cf Contractor ELECTRICAL PERMIT Filin ee 15.00 Main service 200A OR LESS 18.50 Q j CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Codeand my license is in full for a and effect. J License No. 91 y ClassificationEx. E -1P 1, 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) ❑ 1, 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 1000A1 37.50 NEW CONST.( DWELLING o crR.el� OR ADONS. ACC.BLDG `77 3.64sq.ft. /n NEW CONSTRULTI.OUTL T NON.RESID BRANCH CIRC ITS � 5.00 (POWER APPARATUS SINGLE OUTLET CIR. e� Occup(OUTLETS OR FIXTURES 20@ 76d 460 Ex. Occup. OUTLETS (RESID )REAJ ! 3.00 Temporary service 1 15.00 Mobile Home Facilities 1 15.00 Misc. Wiring 15.00 Permit Fee $ S 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 subject 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 / 9 Cooling `L/ /1211 %, Hood 6.50 AG l Ventilation il Vencent piFee $ 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 permit. X --s t YM / Date -L L4 Q 2 Signature pp ❑ Contractor -g Agent ❑ si nature of Applicant — Owner An OSHA ion of structuresover39storiesaineheightlons over 5'0" cep and de olitio or construct- Mobile Home Installation Fee S i, Energy Inspection Fee $ Y0 - CON T Y E TOTAL F E 5 j 2 I HA OFEES I IMP I R O OF PZ:F>e PD HO 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. r' ` 13//Q 13i4416 -1b63 WHITE-D.P.W.. YELLOW-ASSE330R, PINK-INSPEC R, GOLDENROD -APP I ANT "'� - `����tiJl�1b'1N'�"1 .Wi''�`.i�"'7i:(.''T+v�{%�.�5jn:„�•�'•�i � ..;, '.� ..:rt'.'.�•:.;Zoife'�'>'jJr%'�"p���C-1`�7^'�'owh"'lr�-�i-wi'v-.�.... "--"1.. �..�`,. .� COUNTYOF BUTTE - DEPARTMENTOF.DEVELOPMENTSERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE(916)538-7541 PERMIT APPLICATION DATA SHEET OWNER �a �E ® ��� A. P. No. �� ' ��• IY� Proposed Building Use A.ZA3,4z .571f Building Inspector C___ Date 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 layout in duplicate (required prior to plan check). .... 3 PIC>— obilehome d a a d manufacturer's installation instructions, 2 sets. ........... Fees of $ 0 A3 : . . .................................. P � �1. Impact fees as shown on attached schedule. ..... California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer... ............ . 1-4. Sanitation andp lot lana < ealth Department. ....... . p approval e�6f �H ... — 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). .. .. .. . 20. Pre -inspection for required. .. uest toBuild g Inspecto 0 21. Contractor's license information. (No., Name Style, Classification) . .............. -(Date) 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner-Builder'Verification (Given to owner , Mail to owner _). . . Recorded copy of Agricultural Acknowledgement Statement ................... 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 . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed s and (B) Parcel meets zoning area and frontage requirements . ............... Al. Existing violations/expired permits . ...................................... 32. Plan check list. ..................................................... .34. When ypu issue the permit, process as follows: Mail to owne . Mail to contractor. Telephone and hold for pickup at / --D office. Deliver with inspector. Other Parcel Creation 2 Acreage Applicant �uU �c--� Date 2-1 Zti 9 Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works l� 46 • 1:11:_Il�li cls -I;1"_ •s' Ilul Plan Auadwd flsoe Ilan Aluiched — TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location APS Plan Approved for: Sc%%,agc Disposal Water Supply: I'ublic Private Well Clearance for A—bedrooni iiz-home. Othcr Hold Final for: Final clearance O.K. for: NOTE: Envi onmental Health Specialist 8/92 - Date RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC.- ONLY) Bldg. Permit # ='pWNER ..:`O _pTlO�,I.� A. P. # 'VO -17-,l GENERAL Plan Checker 5' J��ning requirements: (sideyards and number of permitted living units). Valuation. 3. _fans signed by designer. roper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN f plete parcel size and dimensions. backs, sideyards, easements, etc.er buildings or structures. ding, fills, drainage:od hazard. cial conditions.on creation map, (noise, CDF, fire sprinklers, non-comb- ible, and foundations). & FAS road setback. lding or utilities across lot lines (Record form). FLOOR PLAN �omplete to scale plan with dimensions. . ,Required windows for light and ventilation (Sec. 1205). auired windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207).' Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207)., ��.4 `7�, _=.��'•�� GFCIs in baths, garage, kitchen, and exterior outlets_ (Articler210-8)'.. . ght fixtures, switches,..receptacles, and exterior receptacles for,main- '" tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. garage firewall, door size, and closer (Sec. 503(d)(3)). f! - 3'0" exterior exit door (sec. 3304 (f). replace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). �. lumbing 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. Three story building requiring engineered calculations and plans. Foundation plan complete enough to.construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. Rafter ties or bearing ridge beam. Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special'Inspection required. building 8/91 RESIDENTIAL PLAN 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). Brick or stone veneer (Chapter 30). xterior 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. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Ewo exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). �._A .tic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances - L.P.G. requirements. 1417-.—�No�'se requirements on duplexes. E ergy design. E ' r'tf�"�, � "3g},�am''t� .�".-�"nr•1-{b"i'}`�'Y4`-�3�' a {�'?w��y"c ,'f S�`� � ��h y�j? ra���, e' � � '!�'� ts} `d � �� rh � ru A }�kx•+r `,�'iti 1: r W, Ir��p,,„�+k� n�"� �l ' �S'=.- {�'Q s\7gn�,J �+ x�Scl �ny:...st 4 ��+"(J�..i ,4•+�it� "�,�C ~'J4 .[Sry'Lr�t' „t' i � r �X'I�I�Lt•' ,y!AS't',r 6f f4'i �: yz f 4_._ •P k cweti "_✓��$"L7F��y✓$'N ` y ADo`a'� 7 rvFt N'm�t,[����y�•,1;� ci'"1' c t� .� rt}4�Ya`��•F +.;i Y"? Y}5-'Frt ': htd '�7�r^'n�.i A 0. i?ro�{. FSV L �" t. '��u s , f 7'f/ fit(: s•:sa� c. Mac Cs+ a} s 1' a A—& '� d z`1 •ti' _ ;iytdd rr�nM i �jp i `8"i•'? tv".. tw?" 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Y 4 • [ `}. . ?�§• , ���' r ��c „fl c�vrr 001"i y' y Li Ma ;ter t ter+ ��,r�s ,�,r i ,�-•�3t 'S` ,,� r "sF!-i J',r�,..�+h+"�•,?�3"i Yds,`°v''wa f.Y. b� .9,'•4'1�"r!'i;.,�.�Rs�E'niA"�'l'�r,v.tt'',- »'iJ.73i �.iy c,,�1”' C,,r�,r, �.. �5�•'� a�•t�t� t�'+•44•a, �C _ ,. a fs 'f� 'tar• �' - _ ° ,f, � �.�� e s'�.t�y ,ir`t'"�,,'Trs`�' �r4{.,� ��� �'���� :� �5�.y��`��'" aStgSt��•d �i+^ i<s _ ��.t 7? ' +� c��"' s "h � rr S �� m�.+��d'{"G�:,r�.f. ry-�a '`1�k o.z. `b k #" :o'f� � [_ ba�rn,.�� ^t 9F � • is ��s QQ * •7 �i, �k �i S rn.'Y' t� 3 ;� � � Y•�"kj}��� �� Y� �'in ' sl .+x= .�+r . " Fj' : � � �. r t`ri t �5�{ -:� � '!" r:�� t��fv�"•.'r�4i�� �a:.�i"�.;�!✓�,z-."s��a��,�.,,?r", `.� , �F �,� t {�'�". � X . Page 8 of 28 Report No. 2403 TABLE NO. VI ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS' -6 These values are for short lisle loads due to wind or earthquake and roust be reduced 25 percent for normal loading. Space fasteners 10 inches on center for nours and 12 inches on center for roofs along intermediate fruiting members. Plywood not exceeding I%inches in thickness may be connected with T -nails, round head nails, modified round head nails, or staples, provided the fastener penetration complies with Table 1. a "Nail" is general description and may he T•nail, round head nail or modified round head nail. Casing nails and finish T -nails are excluded. 4 See Table No. I for required penetration into the receiving member. s Reduce tabulated allowable shears 10 percent when boundary members provide less [halt 3 -inch nominal nailing surface. °'I'hc tahulated value., arc lire I'axtcn... imtalledin D—gl:u1•ir.I.arch.rt Southcm I'inc IGnmp II spe.•ics 1.'I',. d...... values linGorp, III&IV species, us h—n in the appendix, multiply the -h—al latcd lin STRUCTURAL RAL I 1,lywo,.1 in'I'ablc IV by the lidlowing I:u•b n's: L 1.00. 111-.82, IV -.b5. Staples shall have a minimum crown width of 7/16 -inch O.D. R The tabulated penetrations are for fasteners installed in Gruup t or 11 species. Penetration shape be increased to 13 dia- meters for Group III and 14 diameters for Group IV species. Note: See Page 6 for Load Diagrams. Page 9 of 28 Report No. 2403 TABLE NO. VII ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS` Nail Diameter ° (ln Inches) or Stavlet Gauges Minimum Length of Fastener Required (Inches) Minimum Nominal Width of Framing Member finches) BLOCKED DIAPHRAGMS UNBLOCKED DIAPHRAGMS Nail Di.—,.,JO Minimum Minimum Nail Spacingat Diaphragm Boundaries Nails Spacad 6'• Maximum at Iln lnchesl Length Nominal (All Cases) and Continuous Panel Supported End 2 3 of Width of Edges Parallel to Loadl(Cases 3,4,5&6) 730' 820 285 320 or Staple Gau9e4 fastener Required8 Framing Member &m._L4in. 28 -in 2 -in. Load Perpendicular toAll Other 144 No. 13 Ga. Staple I% Unblocked Edges Configurations Nail Spacingat Other Panel Edges -- 6255 705 (inches) finches) and Continuous Bd Common ' 2 3 270 300 Panel Joints (Cams 2,3.41 6in. n. ;in. 3 -in. ' 180 200 8d Short Com (Cam 11 8d Screw Shank Nail t PLYWOOD GRADE - STRUCTURAL 11, CC,CD 4' and other grades covered in U.B.C. Standard No. 25.9 - 1/2" NOMINAL THICKNESS[ 2yb ' ' Cun_nnun__ 260 290 11 340 380 510 575 585 655 230 255 170 190 .128 P -Nail No. 14 Ga. Staple 8d-51 1Old Cooler 2 2 3 235 265 310 350 470 530 535 600 210 235 _il -_ 2 2 270 360 530 600 240 180 8A IiingShank NaShau __ 125 140 6d Ring Shank Nail 6d Screw Shank Nail 8d Box .113 P -Nail No. 15 Ga. Staple I % 6d Box .097 P -Nail 8d Screw Shank Naii 2 3 160215 180 240 1 315 1 360 360 405 145 155 110 120 No. 16 Ga. Staple 131 1; Nail --- - 3 300 400 600 675 265 200 IOd Box 2 235 315 470 530 210 155 P -Nail 2 .128 3 265 355 530 600 235 175 1'/.• No.14 Ca. Staple IOld Cooler I.K 2 3 215 240 290 320 425 475 475 540 190 210 145 160 .12 05, P -Nail 6d Common IT _ 2 185 250 375 420 165 125 6d Ring Shank Nail 6d Screw Shank Nail 8d Bux 3 210 280 420 475 185 140 .113 P -Nail No.IS Ga.Staple I'F. 6d Box 1 `� 2 3 160 180 215 210 315 360 360 105 145 155 110 120 .09.7 P-Na8 No. 16 Ca. Staple 1 'f.• I Od Common 2 I 2 290 385 575'` 655' 255 190 10dShort Com. IOd Ring Shank Nail l Od Screw Shank Nail 3 325 130 650 735 290 215 .148 P -Nail No. 12 Ca. Staple 1.g, These values are for short lisle loads due to wind or earthquake and roust be reduced 25 percent for normal loading. Space fasteners 10 inches on center for nours and 12 inches on center for roofs along intermediate fruiting members. Plywood not exceeding I%inches in thickness may be connected with T -nails, round head nails, modified round head nails, or staples, provided the fastener penetration complies with Table 1. a "Nail" is general description and may he T•nail, round head nail or modified round head nail. Casing nails and finish T -nails are excluded. 4 See Table No. I for required penetration into the receiving member. s Reduce tabulated allowable shears 10 percent when boundary members provide less [halt 3 -inch nominal nailing surface. °'I'hc tahulated value., arc lire I'axtcn... imtalledin D—gl:u1•ir.I.arch.rt Southcm I'inc IGnmp II spe.•ics 1.'I',. d...... values linGorp, III&IV species, us h—n in the appendix, multiply the -h—al latcd lin STRUCTURAL RAL I 1,lywo,.1 in'I'ablc IV by the lidlowing I:u•b n's: L 1.00. 111-.82, IV -.b5. Staples shall have a minimum crown width of 7/16 -inch O.D. R The tabulated penetrations are for fasteners installed in Gruup t or 11 species. Penetration shape be increased to 13 dia- meters for Group III and 14 diameters for Group IV species. Note: See Page 6 for Load Diagrams. Page 9 of 28 Report No. 2403 TABLE NO. VII ALLOWABLE SHEAR FOR WIND OR SEISMIC FORCES IN POUNDS PER FOOT FOR HORIZONTAL PLYWOOD DIAPHRAGMS` Nail Diameter ° (ln Inches) or Stavlet Gauges Minimum Length of Fastener Required (Inches) Minimum Nominal Width of Framing Member finches) Blocked Diaphragms Unblocked Diaphragms Nail Spacing at Diaphragm Boundaries (All Cases) and Continuous Panel Edges Parallel to Load (Cases 3. 4, 5 & 61 Nails Spaced 6" Maximum at Supported End Load Perpendicular toAll Unblocked Edges and Continuo us Panel Joints (Case 11 Other Configurations (Cams 2, 3,4) bin. 4 -in. 2Yr-in. 2 -in. Nail Spacing at Other Panel Edges �LYWOOD GRADE - CC, CD, STRUCTURAL II and other gradols,coverod in U.B.C. Standard No. 25.9 - 5/8" NOM AL THICKNESS' l Od Common 2'/. 2 3 320 360 425 480 640' 720 730' 820 285 320 215 240 10dShort Com 10d Ring Shank Nail 10 d Screw Shan k Nail .148 P -Nail No. 12 Ga. Staple 144 No. 13 Ga. Staple I% 2 3 315 350 415 470 6255 705 715' 800 280 315 210 235 Bd Common 256 2 3 270 300 360 400 530 600 600 675 240 265 180 200 8d Short Com 8 d Ring Shank Nail 8d Screw Shank Nail .131 P -Nail IOdBox 2yb ' 2 3 260 290 11 340 380 510 575 585 655 230 255 170 190 .128 P -Nail No. 14 Ga. Staple 1s,8 1Old Cooler 2 2 3 235 265 310 350 470 530 535 600 210 235 160 175 .1205 P -Nail 6d Common 17§ 2 3 185 210 250 280 375 420 120 475 165 185 125 140 6d Ring Shank Nail 6d Screw Shank Nail 8d Box .113 P -Nail No. 15 Ga. Staple I % 6d Box .097 P -Nail I 2 3 160215 180 240 1 315 1 360 360 405 145 155 110 120 No. 16 Ga. Staple _ 1% t-nesc values are fur short time loads due to wind ur earlhquakc and must be teduecd 25 percent for normal loading. Space fasteners 10 inches on center for nours and 12 inches on cenler for tools along intermediate Gaming nxmbers. 'Plywood not exmeding 1% inches in thickness may be connected with 'I' -nails, round head nails, mndifted round head rails, or staples. provided the fastener penetration consplies with 'fable I. 3"Nail•' is general description and may be T -tail, round head nail ur modified round head rail. Casing nails and finish T -nails arc excluded. ° See 'fable No. I for required penetration into the receiving member. 'Reduce tabulated allowable shears 10 percent when boundary members provide less than 3 -inch nominal nailing surface. °'17sc tat tared value, I',a fasteners ilutallcd in 1) Via, I I. I.:tr.h or Southern fine ICn-up it six. e..l.'I'o determine the allowable values for Groups III & IV .year-,,, as shown in the appendix, n olliply the value Iahulaled al—, by the IAA—in6 (aeon 1. 10). 111-.112, IV -.h5. Staples shall have a minimum crown width of 7/16 -inch O.U. RThe tabu laded 11—elratinus are ['or fasleuurs iuxtalled in Croup I or 11 species. Venclraliun shape be increased to 13 diu- nscters for Croup III and 14 dimneters for Group IV species. Note: See Page 6 for Load Diagrams. Siqv-7 F/6GO �yS�� 70�� �'N�� OFFICE Dfi`lE: 5/¢/93 Deo -X90 -/45 G � E/G� fntES/OE�/CE��4¢/Z-9z : - , - .. /NSIerTio.v 069�- D N PL�v S . E,�/GiivEE�2. Ait u �T S'd'Eu�y .. Fon S T�f'LE G (9rlivo' , IfIX 2 , Ce N7- To,Q fit GC ST 11V5! ""4-G L 3 S T TO Se 7'-0 U l2l�Y -�tT LEff-ST D�IJE /�o �'�Tlo� . CCN7' -c 7-0.2 7a 6a77E C&CI,vzY IA,) aWIZIV�' • S CIJtt/%/?�PE-TO,e, S/�OGC LD � E REti1/NDE.0 2/Z -Ty res fhegir��z��y 5'crgs7�TUT�rvC S�/1-�GES �oi2 g� �t/f1-/LS /S N6T PoclT/,t/EL Y �G'CE7PTE9 �Y ��fT�,7 CouAl-ry �cri�oi�rc dE�T: May 1, 1992 County of Butte Building Department 7 County Center Drive Oroville, CA. 95965 Re: Residence for Bob O'Neill Vista Lane, purham, CA. AP No. 040-17=145 Gentlemen: (C(DIPY At the request of Mr.. O'Neill, I have investigated the flooding potential of the above referenced building site. The recently adopted flood insurance rate map indicates that this site lies within a special flood hazard area inundated by 100 -year flood from Butte Creek. The base flood elevation has been approximated for this particular area based on an analysis prepared by the F.E.M.A. consultant and provided to us by the Butte County Department of Public Works. It should be noted that the consultant's analysis was based upon "the best available. information at this time" which included the U.S.G.S. quad sheets and is not a final design. Because the analysis ignored the existing levee system it is very conservative and is acceptable. as a, reference until amore complete study is prepared.. A temporary benchmark fspike _ an_.engl sh walnut~tree—near the° southeast corner of the building site). has been set on the property. The elevation of the temporary benchmark is 160.27 U.S.G.S. The finish floor elevation of the residence shall be at elevation �1.6.1.,5 or above, in order to be above the 100 -year flood. The flood elevation was established using linear interpolation of the-F.E.M.A. consultant's cross sections. I trust this provides the information necessary to process the permit, however, please feel free to contact me should you have any questions. QRpF ES S I pyql $. 40 , 4 No. C34257 cc: Bob O'Neill sy;,v FOF CAL\�"� R. C. E. 3457 Reg. Expires 9-30-95 Very Truly Yours, Mark Adams RCE 34257 pE''`-9�3'01'95'� , e1� i Vii.,. ' .�'��� 't,• May 1, 1992 County of Butte Health Department Memorial Way . Chico, CA. 9592W:-.-. Re: Residence for Bob O'Neill Vista Lane, Durham, CA. AP No. 040-17-145 Gentlemen: At the request of Mr. O'Neill, I have investigated the flooding potential of the above referenced building site. Based on field review and historical knowledge, it is my opinion that the site is not subject to flooding due to a ten-year event storm, nor is it located within 100 -feet -of a ten-year floodway. I trust that this provides the information necessary to process the permit, however, please feel free to contact me should you have any questions. cc: Bob O'Neill Very Truly Yours, Mark Adams RCE 34257 Exp. 9-30-95 Cr No.C34257 +� R. C. E. 34257 Reg. Expires 9-30-95 1Retur,_i.t 92-60087 DPW AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded priorto issuance of .a building permit. __ -__ _ _^ 'I.'he propert: y descr.i.bed her. e:i.n is adjacent to Land included '•___ � ���� ���� � Rec Fee 8.00 � or. within an area zoned 1 Cash 8.00 for agr.i.c•.0 LI..ur.al. purposes, and residents of this property mray be subject to incon- Recorded ven:i_ences or d i.scomfort arising from the Official Records use of agricultural chemicals, including, County of but not 1.i.m:iLed to herbicides, pesticides,. Butte and ferL:i l.izers; and from the pursuit Candace J. Grubbs of agri:cu] Lural opera Lions including, . Recorder 1 X 2 but not: limited to cultivation, plowing, 2:59pm 31 -Dec -92 I PUBL spraying, pruning, and harvesting which - -- -• - --- - ---- - -- � occasionally generate dust, smoke, noise, and odor. Butte County has estr�b.l..i.slccd agr.i.c:.u.l- Lural zones which have as a priority use for productive agricultural. purposes, and r.es.i.deni.s within said zones and on adjacent property should be prepared to accept such inconvellIence or- discomfort from normal, necessary farm operations. A1.1 that real property situate in the County of Butte, State .of Ca1i..f:ornia, (lesc•ri-bed as follows: �gzarr SAN 0 7 M3 Date: C• C) PROPERTY OWNERS:. State olLQietTOM c'U) On this the day of Oee-�6� 19_(� before me, SS. the undersigned Notary Public, personally appeared County o:f U 2 ) 6bef-� ® Personal] y known to me. Proved to me on the bM:-,..i s of satisfactory ev:ideiic.:c. to be the person whose names Qi�'L _ _ subscribed to the within instrument and acknowledged that. JOANNE S. VAN NUYS executed the same .for the purposes therein contained. TN W .'NESS COMM. ;973616 WHEREOF, I hereunto set my hand and official seal. Notary rune - California BUTTE COUNTY My Comm. Expires SEP 20.1996 Present A.P. No. vo^ 17 - /If Q0 61 Notary Public I EXHIBIT "A" -5 14 6 92-60087 The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCF.T. T Parcel 3, as shown on that certain Parcel Map entitled, "A portion of Lot 10 of the Durham Land Settlement, T:21N.; R.2E.., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State of Cali.fo.rni_a,-.o.n_.Tarniaxy_1O; 1979,. in Book 70 of Parcel Maps, at page 32. PARCEL II: A noTi-exclusive public easement for ingress and egress and for public utility purposes over Parcel 2, as shown on that certain Parcel Map entitled, "A portion of Lot 10 of the Durham Land Settlement, T.21N., R.2E., M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte; State of California, on January 30, 1979, in Book 70 of Parcel Maps, at page 32. PARCEL III: An easement for road purposes 60 feet in width lying Northerly of and.adjacent to the following described line: BEGINNING at a point which lies on the Easterly line of said Lot 10 in the centerline of Cummings Road, distant North 070 22' West, 697.85 feet from the Southeast corner of Farm Allotment No. 10, as shown on that certain Map entitled, "SUBDIVISIONAL PLAN OF THE DURHAM STATE.LAND.SETTLEMENT.,.BEING A PORTION OF.THE ESQUICN RAINCHO, situated near Durham, BUTTE COUNTY, CALIFORNIA", which Map wa-s filed in the Office of the Recorder of the County of Butte, State of California, September 17, 1918; thence South 89° 12' West, 644.52 feet to the end of said line. -. PARCEL IV: A non-exlusive.easement for waterline purposes and for the maintenance thereof over the North six feet of. the following described property: Parcels 1 and 2, as shown on that certain Parcel Map entitled, "A portion of Lot 10 of the Durham Land Settlement, T.21N:, R.2E.,- M.D.B. & M.", said Parcel Map was filed in the Office of the Recorder of the County of Butte, State.of California, on January 30, 1979, in Book 70 of Parcel Maps, at page -32. AP No. 040=17-0-145-0 END OF DOCUMi NT _^ END OF DOCUMENT END OFU�'EN r r J II ' .. ..-. ..... �,i,x V -e'. ' � On t .. BUTTE COUNTY`SCHOOLS IMPACT FEE CERTIFICATION FORM . (One Form Per Building) School District Building Department No. A.P. Number - / % / W S Jurisdiction 0 City �ounty, Property Owner 0 Property Location/Address 2- e) ya 1f j S iT,t9-- 4W 0!0!- /4 Subdivison Residential Development Commercial/Industrial ®9 No. of Living. MHI Units New _Lot No. Sq. Footage 0 Addition (Group R) 0 Sq. Footage Addition (Including Exterior Roofed Areas) Z27" ,�Z Z,// 52— Building 139ftKOnt Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. School District certifies that (Applicant) �o tea? (Street Address) ,4Puih4m ` . (Phone Number) (City) (State) has complied with the requirements of Resolution No. representing X3.30 square feet. istrict Representative Paid by Check Number Remarks: Bank Number Paid by Cash (Zip ' by payment of $ ,?�e4i,;111Z:29 Date /- /.-:0 - �. If, subsequent to the School District Rep resentative'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.wkf (4/92) JOSEPH U. HILL, P.E. Civil/ Structural Engineering 1013 Toldi Lane Napa, CA 94558 - 4607 707.252.8135 JOB SHEET NO. OF CALCULATED BY JUH DATE CHECKED BY DATE i� ............................................................. 4 JOSEPH U. HILL, P.E. Civil/ Structural Engineering 1013 Toldi Lane Napa, CA 94558 - 4607 707.252.8135 JOB 3 — f� / SHEET NO. OF Z CALCULATED BV JUH DATE CHECKED BY DATE SCALE .............. ........... ... .. .: _... ... �........... L .... I Ar' ; .................... Ei�-t ;mss ......__........... ... .... :.. ...i............ ..... 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CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Oneill Residence Date......... 01/14/93 P t Add 17, L �ec ress........ t ros a ane Butte -County Documentation Author... Marty Runnells Company .............. Energy Calculation Svcs. Telephone ............... (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS3 v3.11 File -93007E Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -2330 S.F. Res - Enhanced GENERAL INFORMATION Conditioned Floor Area..... 2330 sf Building Type .............. Single Family Detached Building Front Orientation. Front Facing 265 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 .- Floor Construction Type.... Raised Floor (Package E) Infiltration Control....... .Standard BUILDING SHELL INSULATION Component Insul Type R -value Location/Comments Wall R-19 FRONT, LEFT, TO GARAGE, BACK, RIGHT Door R-0 FRONT, LEFT, BACK Roof R-38 ATTIC, VAULTED Floor R-19 RAISED FLOOR GLAZING Glazing Area # of Interior Exterior Framing Orientation (sf) Panes Shading Shading Overhang Type Window Window Window Window Window Door Window Window Window Window Skylight Skylight Front Front Back' Back Back Back Left Back Right Right Horz Hori (NW) (W) (SE) (E) (SE) (NE) (SE) (S) 49.0 2 151.0�a2 47.5 2 113.5 2 50.0 2 11.0 2 12.0 2 15.0 2 20.0 2 30.0 2 4.0 � 2 4.0/ 2 Area Thickness Type (sf) (in) drapes 50% BUG SCREEN Yes drapes 50% BUG SCREEN Yes drapes 50% BUG SCREEN Yes drapes 50% BUG SCREEN Yes drapes None Yes drapes 50% BUG SCREEN Yes drapes 50% BUG SCREEN Yes drapes 50% BUG SCREEN None drapes 50% BUG SCREEN Xis drapes BLDG SHADE, iiEe`s None 50 % BUS���j`' None No : n . THERMAL MAS SI Hard Surfaced/ Exposed fl, 170n/Comments InteriorHorz Yes. ENTRY/DINING Yes SHOWER/BATHESI'riterorHorz Yes= SHOWE2" Fi,00R' -T - Yes HEAR 276 1:0, InteriorVert 149. 1.0 11 1 0 IriteriorHorz 60 4-:0 Metal Metal Metal Metal Metal Wood Metal Metal Metal Metal Metal Metal s CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Oneill Residence Date........ 01/14/93 MICROPAS3 v3.11 File -93007E Wth-CTZ11 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -2330 S.F. Res - Enhanced ASSUMED HVAC SYSTEMS Assumed Duct Duct Assumed System Efficiency Location R -value HeatPump 8.1 HSPF Crawlspace R-5.79 AirCond 12.00 SEER Crawlspace R-5.79 ACTUAL HVAC SYSTEMS Actual Output Manufacturer and Model # Actual System Efficiency (Btuh) (or approved equal) Heating Cooling Cooling Coil CEC Maximum output for Gas Central Furnaces: WATER HEATING SYSTEMS Tank R-12 or # of Vol Greater Manufacturer and Model # System Type Heat (gal) Blanket (or approved equal) Meets CEC Minimum n/a n/a Yes SPECIAL FEATURES/REMARKS Btuh Energy Credits None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3- CF -1R Project Title........... The Oneill Residence Date........ 01/14/93 MICROPAS3 v3.11 File -93007E Wth-CTZ11 Program -FORM CF' -IR User#-MP13.33 User -Energy Calculation Svcs. Run -2330 S.F. Res - )enhanced 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 Special Features/Remarks section. DESIGNER Name.... Brant Nightingale Company. Designs Address. 330 Circlewood Drive Paradise, Ca. 95969 Phone... (916) 877-4589 License. Signed date DOCUMENTATION AUTHOR OWNER Name.... Bob & NancX neill Company. 5 ex -4- ELL P2 Ca -o 4 Address. (� c,30P 14 12 - Phone... os -_195 9 S24-3� Signed I ke 93 at ENFORCEMENT AGENCY Name.... Marty Runnells Name.... Company. Energy Calculation Svcs. Title... Address. 1907 Mangrove Ave. Ste D Agency.. Chico, CA 95926 Phone... (916) 894-8466 Phone... Signed Signed ate date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... The Oneill Residence Date........ 01/14/93 Project Address......... Vista Lane Butte County Documentation Author... Marty Runnells Building Permit -74 Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 Plan Check Date Compliance Method...... MICROPAS3 by Enercomp, Inc. Field Check Date Climate -Zone ........... 11 MICROPAS3 v3.11 File -93007E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -2330 S.F. Res - Enhanced MICROPAS3 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 30.29 21.75 8.54 Space Cooling.......... 20.62 18.64 1.98 Water Heating.......... 8.76 8.76 0.00 Total 59.67 49.15 10.52 *** Building complies with Computer Performance,-*** GENERAL INFORMATION Conditioned Floor Area..... 2330 sf Building Type.... ..... ... Single Family Detached Building Front Orientation. Front Facing 265 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor (Package E) Number of Building Zones... 1 Conditioned Volume......... 19598 cf Footprint Area ............. 2330 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 21.8 % of FA Average Ceiling Height..... 8.4 ft BUILDING ZONE INFORMATION Floor # of Cond- Area Volume Dwell Thermostat Zone Type itioned (sf) (cf) Units Type HOUSE Residence Yes 2330 19598 1.00 Setback Vent Special Height Vent Area (ft) (sf) 2.0 n/a COMPUTER METHOD SUMMARY Page 2 C -2R Project, Title.......... The Oneill Residence Date......... 01/14/93 MICROPAS3 v3.11 File -93007E Wth-CTZ11 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -2330 S. F. Res - Enhanced OPAQUE SURFACES Area U- Insul Act Solar Location/ Form 3 Surface (sf) value R-val Azmth Tilt Gains Comments Reference HOUSE 1 Wall 207 0.065 R-19 265 90 Yes FRONT None 2 Wall 148 0.065 R-19 310 90 Yes FRONT None 3 Door 23 0.330 R-0 265 90 Yes FRONT None 4 Wall 175 0.065 R-19 355 90 Yes LEFT None 5 Wall 174 0.065 R-19 355 90 No TO GARAGE None 6 Door 18 0.330 R-0 355 90 No LEFT None 7 Wall 153 0.065 R-19 85 90 Yes BACK None 8 Wall 263 0.065 R-19 130 90 Yes BACK None 9 Wall 196 0.065 R-19 40 90 Yes BACK None 10 Door 9 0.330 R-0 130 90 Yes BACK None 11 Wall 147 0.065 R-19 175 90 Yes RIGHT None 12 Roof 1922 0.029 R-38 0 0 Yes ATTIC None 13 Roof 399 0.029 R-38 265 19 Yes VAULTED None 14 Roof 19 0.029 R-38 85 19 Yes VAULTED None 15 Floor 2330 0.037 R-19 0 0 No RAISED FLOOR None GLAZING SURFACES SC Interior SC Area # of Frame Open U- Act Glass -Shade Gls+ Surface (sf) Panes Type Type value Azmth Tilt Only Type Shade HOUSE 1 Window 28.0 2 Metal Slider 0.65 310 90 0.77 drapes 0.66 2 Window 21.0 2 Metal Slider 0.65 310 90 0.77 drapes 0.66 3 Window 8.0 2 Metal Fixed 0.65 265 90 0.77 drapes 0.66 4 Window 96.0 2 Metal Slider 0.65 265 90 0.77 drapes 0.66 5 Window 40.0 2 Metal Slider 0.65 265 90 0.77 drapes 0.66 6 Window 7.0 2 Metal Slider 0.65 265 90 0.77 drapes 0.66 7 Window 17.5 2 Metal Slider 0.65 85 90 0.77 drapes 0.66 8 Window 30.0 2 Metal Slider 0.65 85 90 0.77 drapes 0.66 9 Window 40.0 2 Metal Slider 0.65 130 90 0.77 drapes 0.66 10.Window 50.0 2 Metal Slider 0.65 85 90 0.77 drapes 0.66 11 Door 11.0 2 Wood Hinged 0.65 130 90 0.67 drapes 0.57 12 Window 10.0 2 Metal Slider 0.65 130 90 0.77 drapes 0.66 13 Window 12.0 2 Metal Slider 0.65 40 90 0.77 drapes 0.66 14 Window 28.0 2 Metal Slider 0.65 130 90 0.77 drapes 0.66 15 Window 15.0 2 Metal Fixed 0.65 130 90 0.77 drapes 0.66 16 Window 7.5 2 Metal Slider 0.65 130 90 0.77 drapes .0.66 17 Window 28.0 2 Metal Slider 0.65 130 90 0.77 drapes 0.66 18 Window 20.0 2 Metal Slider 0..65 90 0.77 drapes 0.66 19 Window 30.0 2 Metal Slider ,;175 0.65 '"175 90 0.77 drapes 0.66 20 Skylight 4.0 2 Metal Fixed 0.65 265 0 0.77 None 0.77 21 Skylight 4.0 2 Metal Fixed 0.65 265 0 0.77 None 0.77<," COMPUTER METHOD SUMMARY Page 3 C -2R Project Title........... The Oneill Residence Date......... 01/14/93 MICROPAS3 v3.11 File -93007E Wth-CTZ1l Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -2330 S.F. Res - Enhanced OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 28.0 3.5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 21.0 3.5 n/a 2.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 8.0 4 2 6.5 2 1.5 4.5 1.5 6 2 4.5 9 2 4 Window 96.0 6 n/a 2.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 40.0 5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 7.0 3.5 n/a 2.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 17.5 3.5 n/a 3 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 30.0 5 n/a 2 3 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 40.0 6.67 n/a 7.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 50.0 5 n/a 6 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Door 11.0 6 2.25 16 2 2.67 2 2.67 25 2 2 4 2 12 Window 10.0 6 1.67 19 2 .25 5 .25 25 2 5 4 2 13 Window 12.0 2 n/a 5 2 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 28.0 3.5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Window 7.5 3 2.5 2.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 28.0 3.5 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 20.0 5 4 2.5 0 3 2.67 3 19 0 n/a n/a n/a 19 Window 30.0 5 n/a 13.5 0 n/a n/a n/a n/a �n/a n/a n/a n/a EXTERIOR SHADING Area Shading SC of Surface (sf) Type Ext Shade HOUSE 1 Window 28.0 50% BUG SCREEN 0.84 2 Window 21.0 50% BUG SCREEN 0.84 3 Window 8.0 50% BUG SCREEN 0.84 4 Window 96.0 50% BUG SCREEN 0.84 5 Window 40.0 50% BUG SCREEN 0.84 6 Window 7.0 50% BUG SCREEN 0.84 7 Window 17.5 50% BUG SCREEN 0.84 8 Window 30.0 50% BUG SCREEN 0.84 9 Window 40.0 500. BUG SCREEN 0.84 11 Door 11.0 50% BUG SCREEN 0.84 12 Window 10.0 50% BUG SCREEN 0.84 13 Window 12.0 50% BUG SCREEN 0.84 14 Window 28.0 50% BUG SCREEN 0.84 15 Window 15.0 50% BUG SCREEN 0.84 16 Window 7.5 50% BUG SCREEN 0.84 17 Window 28.0 50% BUG SCREEN 0.84 18 Window 20.0 501 BUG SCREEN 0.84 19 Window 30.0 BLDG SHADE 0.20 2.0. Skylight 4.0 50% BUG SCREEN... Q.. 8,4 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title... The Oneill Residence Date........ 01/14/93 MICROPAS3 V3.11 File -93007E Wth-CTZ11, Program -FORM C -2R. User#-MP1333 User -Energy Calculation Svcs. Run -2330 S.F. Res - h:nhanced Minimum Duct System Type Efficiency Location HOUSE HeatPump 8.1 HSPF Crawlspace AirCond 12.00 SEER Crawlspace WATER HEATING SYSTEMS Location/Comments ENTRY/DINING SHOWER/BATHES SHOWER FLOOR HEARTHS Duct Duct R -value -Efficiency R-579 R-5..79 Capa- R-12 or System # of city Greater Effic- Standby Input Type Heat (gal) Blanket iency Loss Rating Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS N Pilot Size (Btuh) Credits THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value HOUSE 1 InteriorHorz 276 1.0 14.0 0.09 R-0.0 2 InteriorVert 149 1.0 24.0 0.67 R-0.0 3 InteriorHorz 11 1.0 24.0 0.67 R-0.0 4 InteriorHorz 60 4.0 21.0 0.59 R-0.0 HVAC SYSTEMS Minimum Duct System Type Efficiency Location HOUSE HeatPump 8.1 HSPF Crawlspace AirCond 12.00 SEER Crawlspace WATER HEATING SYSTEMS Location/Comments ENTRY/DINING SHOWER/BATHES SHOWER FLOOR HEARTHS Duct Duct R -value -Efficiency R-579 R-5..79 Capa- R-12 or System # of city Greater Effic- Standby Input Type Heat (gal) Blanket iency Loss Rating Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS N Pilot Size (Btuh) Credits HVAC SIZING Page 1 HVAC Project Title.......... The Oneill Residence Date......,. 01./14/93 Project Address......,. Vista Lane Butte County- Documentation Author... Marty Runnells Company ................. Energy Calculation Svcs. Telephone .............. (916) 894-8466 Compliance Method...... MICROPAS3 by Enercomp, Inc. Climate Zone........... 11 Building )1ermit Plan Check Date Field Check Date MICROPAS3 v3.11 File -93007E Wth-CTZ11 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Svcs. Run -2330 S.F. Res - Enhanced GENERAL INFORMATION Floor Area ................. 2330 sf Volume .. .. .. ............ 19598 cf Front Orientation........... Front Facing 265 deg (W) Sizing Location............ CHICO EXP STA Latitude... ... ........ 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Shading Used............... Yes Latent Load Fraction....... 0.20 Description HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 11420 Glazing Conduction ............... 14171 Glazing Solar .................... n/a Infiltration ..................... 12393 Internal Gain .................... n/a Ducts............................ 3798 Sensible Load .................... 41782 Latent Load ...................... n/a 5290 7909 14431 4072 2100 1690 35492 Total Load 41782 42590 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting; the HVAC equipment. CEC Maximum output applicable for gas central furnaces only V 4 o J MILL ENGINEERING STRUCTURAL • CONSTRUCTION JOB NO. 01-30 SHEET 1 OF 13 FEBRUARY, 1992 ! BRANT NIGH'TINGALE DESIGNS BUTTE COUNTY. ONEII, RESIDENCE DURHAM, BUTTE couNTY, CA BUILDING DEPARTMENT APPROVED_,: DESIGN CRITERIA The subject of these calc's is a Partial Structural Design for Lateral and Gravity loads for a Single Story, Single Family Dwelling of conventional wood frame construction. CODE LOADING: ROOF - DL = 20 PSF LL = 20 PSF FLOOR, - DL = 10 PSF - LL = 40 PSF WALLS - DL = 10 PSF WIND - p = CexCgxgsxI - 75 MPH, EXP. B = .7x1.3x15x1.0 = 13.65psf -15.00 psf min. TO 20' = .8x1.3x15x1.0 = 15.60psf TO 40' SEISMIC - Y = ZICw/Rw - ZONE 3 = .30x1.0x2.75w/6 = .14w oQ�pF ESSlO��I co Q Z5 ( 0020935 y m o Exp. 0 /9 ^ ' ry 1 T OF GIN MATERIALS: LUMBER - 2% & 4% Members - D.F. #2, Fb = 1250 psi except 2 a 4 studs - D.F. # 1 6 8 & > - D.F. #1; Fb = 1300 psi @ BMS. & Fb = 1200 psi @ Post, U.N.O. All 6 % 6: 8 % Beams and Posts to be F. O. H. C. GLULAMS - Sid. Spec's - Gln Lam Timber AITC -117, Fb = 2400 psi PLYWOOD - APA U.S. Product Std. PSI 1.83 CONNECTORS - Simpson Strong - Tie Noted (or equal) A. & M. BOLTS - ASTM A307, Unfinished STRUCT. STEEL - ASTM A36, U.N.O. CONCRETE - Ult. Compr. Strength - f'c = 2500 psi @ 28 days REINFORCING - ASTM A615, Grade 40 COUNTY of euTTE ALLOW. SOIL BEARING PRESSURE - 1500 psf BUILDING DEPT JAN 2 5 4993 1.0 13 Dorward Lane - Napa, California 94558 - (7 0 7) 252-8 1S 5 Y 1013 Dorward Lane Napa, CA 94558 (70 7) 2 52 -8 13 5 JOB SHEET NO. OF CALCULATED BY vDATE CHECKED BY DATE_ SCALE DESCRIPTION: BEAM &1 OVERALL BEAM LENGTH ( ..... 18 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 18 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 325 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = 2,925 POUNDS. RIGHT SUPPORT = 2,925 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT - 0 0 RIGHT SIDE OF LEFT SUPPORT 0 2,925 LEFT SIDE OF RIGHT SUPPORT 0 -2,925 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT 9.00 FEET FROM LEFT SUPPORT 13,183 0 MATERIAL PROPERTIES ELASTIC MODULUS (MEGA PSI)....... 1.8 . ALLOWABLE BENDING STRESS (PSI)... 2400 ALLOWABLE HORIZ. SHEAR (PSI)..... 165 ALLOWABLE OVERSTRESS M......... 25 MAXIMUM ALLOWABLE STRESS (PSI)... 3000 MAXIMUM ALLOWABLE SHEAR (PSI).... 206.25 SECTION PROPERTIES FOR A 5.125 X 12: BENDING STRESS (PSI)........ 1,284 SHEAR STRESS (PSI)........ 63 { JOg ell- 3� SNEC T 3i3 ILA8 � �,v/ B - / (God J T DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAX MUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.58 9.00 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 373.04 LOADINGS LOAD DESCRIPTION: DL ONLY UNIFORM LOAD ON CENTER SPAN (PLF)............ 175 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE. REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0 FEET.' MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.31 9.00 , DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 892.79 USE 5-1/8" X 12.0" GLU LAM BEAM WITH STANDARD CAMBER Alb Ct4Cc F=D)t, OYPT7oAv A) L A AMS ( CONTINUED ) Y BEAM DESCRIPTION: HEADER BELOW BEAM B-1 OVERALL BEAM LENGTH (FEET)....... 6 DISTANCE TO LEFT SUPPORT (FT).... 0 DISTANCE TO RIGHT SUPPORT (FT)... 8 (DISTANCE MEASURED FROM LEFT END) LOADINGS LOAD DESCRIPTION: DL + LL UNIFORM LOAD ON CENTER SPAN (PLF)............ 200 POINT LOADS: DISTANCE FROM LEFT END' LOAD IN POUNDS. 4.25 3,000.00 LOAD CALCULATIONS REACTIONS: LEFT SUPPORT = 1,475 POUNDS. RIGHT SUPPORT = 2,725 POUNDS. MAXIMUM MOMENTS AND SHEARS: DESCRIPTION MOMENT('#) SHEAR(#) LEFT SIDE OF LEFT SUPPORT 0 0 • RIGHT SIDE OF LEFT SUPPORT 0 . , 1,475 LEFT SIDE OF RIGHT SUPPORT 0 -2,725 RIGHT SIDE OF RIGHT SUPPORT 0 0 CENTER SPAN AT ` 4.25 FEET FROM LEFT. SUPPORT -4,483 825 TO -2,375 MATERIAL PROPERTIES L ELASTIC MODULUS (MEGA PSI)....... 1.7 ALLOWABLE BENDING STRESS (PSI)... 1260 ALLOWABLE HORM SHEAR (PSI)..... 95 ALLOWABLE OVERSTRESS M ....... .. 25 " MAXIMUM ALLOWABLE STRESS (PSI)... 1588.5 MAXIMUM ALLOWABLE SHEAR (PSI).... 118.75 SECTION PROPERTIES FOR A3.5X9.5: 'BENDING STRESS (PSI)........ 1,017 SHEAR STRESS (PSI)........ 116 JOB 01-30 SHEETSOF / 3 DEFLECTIONS BASED ON NO. OF MATRIX POINTS USED IN THE REAL MOMENT APPROXIMATIONS, THE ACCURACY OF THE CENTER BEAM MAXIMUM DEFLECTION POSITION IS PLUS OR MINUS 0.15 FEET. MAXIMUM DEFLECTIONS: DEFL. (INCHES) POSIT. (FT) CENTER SPAN 0.06 5.86 DEFLECTION FACTOR = CENTER SPAN / MAXIMUM DEFLECTION= 1868.00 USE 4 X 10 D.F. # 8 HEADER J MILL ENGINEERING r JOB- SHEET OB SHEET NO. OF CALCULATED BY v u� GATE CHECKED BY DATE SCALE J HILL ENGINEERING SHEET NO. r /`� OF— D F CALCULATED 8Y r DATE — CHECKED BY DATE .'L SCALE r e ' J MILL ENGINEERING JOB SHEET NO. 9 OF CALCULATED BY DATE L CHECKED BY DATE '........... .:............ ..........':........ 4 ...... ............................. ..... ... ..... ..... ...... ...... ...... _..:......................... s - ....._..... ...... ... ......_........... .............. .... ..... ...,............... .. .... : .............. .... ... .. ...... ..... ...... ...... ..... ............................ ............... ............. ........... .. ............................................:..............s............_:..... ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ... .._:............ 3........_ ...:....... .... .............. ............. ............................. .. .......... ............. ............... : .............. .................. ............. .... .. ....... .............. .................. ......... .................................... .... ..... ...... . . ........... ............... .... ...... ..... ...... ................ . .......... . ...... .., .......... ...... ` ..... ..... ..... ..... ..... n t J HILL ENGINEERING SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE ............... ............. JOB - (Y ( 08 SHEET NO./J`N/ OF J CALCULATED BY- `A N // ,A Y , DATE CHECKED BY DATE t i J HILL ENGINEERING JOB 30 SHEET NO. OF CALCULATED BY DATE CHECKED BY DATE ............... I ......... .. ...... ...... . ............. ...................................... a-, A- / . ...... .. . ............. ............. .................... ....... ...... .................... .............. / ............ ....... ...... ..................... -- 41,49 /11 ....... .... . . ............. .... . ......... .............. r ............... . ... . ... .. ..... .... ........ .. .. J HILL ENGINEERING JOB SHEET NO. OF y��C CALCULATED BY �N DATE C // CHECKED BY DATE_ I Cot �T KOO entOl AtV EqYI(O mTA9 K M6