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041-090-035
r r" r,Y ,., E 0pa9S0t " 03v r53014 -x 41 09=35 "90BP 041 PERMIT#96 86AG; '' >, ,�,PRESENTATI, rJames &Kathleen t :CHANDLER, Richard ' 4335 ` t � .:; n Calernbar.:Way;�Paradise7` t j4335.Calernbar, Paradise 'y i Ag' ExemptPermt Hor'se'Ba`rn garage) .is{j _ S•.. �_� Fri F F �. 1 { 041=090=035-PERMIT#96=T810, r PRESENTATI ` James, X4335 Calernbar Way;, Paradise Cont N Steve-0rsill'W" +4Ne; Single � Familya'� e r- t ( y r i! II F N ' i . � RESIDENTIAL 041 -090 -035 - PERMIT#-' PRESENTATI, James 96-1810 4335 Calernbar Way, Par Cont: Steve Orsillo New Single Family j. z p I I I A-," ,o IM 406 FINALE Signature Rza--A4AJ_'S 4`/C 1W OFFICE COPY Address GAS Meter By ate ELECT j Meter By Datw�,/ 'J OK O = Not OK = Not Applicable =allot Ready Date UN EI RESIDENTIAL (Single & Duplex) Ks-Elec. Grnd.rl' /" Ftg. ; Soils-Steel-Elec. Grnd.-/ 4i111't Porches & Decks: Soils -Steel-/ /Ftg. Depth —*-C 5. -St walls, Main; Steel -Blockouts-Wrapped! VStemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors I& -n 7. Slab; Steel -Wrapped jV 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUI081NG (Permit) OK except rr's Htr.: Vent -Access -Combustion Air -Baffle -------------------------------------------------- Pipe: Test & Anchor -Nail Protection ---- ------------------------------------------------------------ - -- - Test -Fittings & Anchor -Nail Protection ----------------- -------- Pan: Test. First Floo-r-Tub Access ------------------------ & Shower. Second Floor -Tub Access --------------------------------------- ------------------------ 1. Gas Pipe: Size & Anchors -�-----_------=-------------------- --------------- ______t..____-_...__-__-_--____-__-___-____________________-__-__________-._-___ Date - Card B_1 -- Date_ Card B_1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except u's 22. -------------- ------------------Ins. Protectione-&T-ansformer Clearan-ce --------------- ------ ------------ -9 Elec. Receptacles Spacing -Lights & Switches at D_o_or_s_ ze Boxes & No. of Conductors -Stapled --=------- --------- ---------- --------------------------------------..._.------ ft_-- Romex Installed Close to Edge of Studs & C.J. ------------ quip Ground made up w/Mech. Fastners-Bond Gas &. Water =---- - ------------------------ Ap liance Circuts in Kitchen & Conductor Size,GFI ----------- -- .._ --------- -------------------------------- -- ubfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu AI Range Circ ga. Cu or AI -Oven Circ. / ga. Cu or AI. In lated Neutral ❑ Yes ❑ No Swire -Riser Conductors & Ground -Main Disconnect ---- -- E ip. Clearances Panels-Motors-Mech. Equip. ..... ------......---_..._._.._. ........ ....... .. CI Ries Closet Light -Shower Light -Spa Light ' oke Detector _-- _---�It�:::::........::::.:_::............................ Dae Card B-1 Date Card B -t ----------------------._._............ .................. ... ....... ... ... .. Date Card B-1 Date Card B-1 Date MEC ICAL.(Permit) OK except r+'s . A.C. Ducts Insulation & Support ....................................................... .............. ... .. .... .. nt Fan: Exhaust above insulation - - - --------- - - ----------- ...... Condensate Drain & Overflow: Size & Grade r ance-Vent: Access -Comb. Air -Return Air Vent -115 outlet Attic Access -& Platform if Ft rnance in Attic .. .... ... ... .... .. .. . ------ ------- _ .... .... ........... . ............... . Date Card B-1 Date Card B-1 - ....... . ..... Date Card B-1 Date Card B-1 Date FRAMMG (Plans) OK except a's Sits. roper Material & Anchors al Muds -Nailing. Spacing & Bracing -Plates -Sound 4 eanng Walls over Girders & Floor Nailing 4 raft. Stop in Walls (rat proof) ...... ....... - ....... ....... ..... .... ... .. F re Stops: Furred Ceilings -Stairs -Chases -Tub .... .. ...... Headers & Beam -Size & Bearing Date FRAMING (Continued) H ers-Post Caps -Anchors -Connectors --------------- --- - Cing_.Joist-Rftr. ties -Pullin -roof Brac-Truss-Shthng.-Rfng. ------------------- -- - --_4w--ri_reWace Ties or Type A Flue -Fireplace Throat clearance - - - ttic cress: Size & Romex Protection -Draft Stop -Ins. Baffles - -- - - drm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 5�Proper Line Firewall & Openings - - -- xt. Doors -One 3 -Check Garage -3rd Story, 2 Exits fairs Width -Headroom -Rise -Run -Landing -Fire Protection ------------------- wo ,d -on Roof Overhang -Attic Vents -Rafter Outriggers ding -Nailing Veneer ----------------------------------- — 66-41ac> Drip Screed -Fd. Vents-Underflr. Access 7 Glazin rea-Glass Protection -Skylights -Plastic ear -- Walls:- Nailing -Bolts ---------- -- 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows - ---------- ---- -- �— Date /� LJ� Card B_Oate Card B-1 '-------------- Date Card B-1 Date Card B-1 Date FIN tans) OK except a's 1.Steps-_Door & Sidelight Protection -Landings ------------elector------ — Furnace: Vents -Clearance -Comb. Air -Connector - In age: Above Floor-Ducts-Mech. Protection - ------ ----- ------- Bedroom Exiting ... - -- - - - ------ ----------------------------------- 6 F.I. .Bath Fixtures & Tub Access -Spa rim & Subpanel:_Breaker Sizes & Labels ySta-i-r.�' "&Rails /yz la`_ce or Stove: Clearances -Hearth .. _ . _ . 69. Ele 6tlets at Wood Panel: Int. & Ext. K_O.Fixt. & Appliance: Grnd.-Air G_ap-Cooking Clearance . Elec.Outlets & Receptacles at Kit. Counter -- - -- - - - - -- ----- -- - -- --------------- 7 or: Swing -Landing -Closer A.C. ct in Garage -Damper Wtr. Ht,.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor -Meeh. Protection .. - - - - - - ---------------- ---- -- -------------- Plb.. Elec. & Mech. Equip. Listed for Location ...... ..... ----------------------- ec. Receptacles - Garage: -----.)-Romex Protection 7-. nsul n -Foam -Looked in Attic ❑ Yes 7 .__ uard Rails & Deck Construction -Post Caps__ -- dn. Vents & Crawl Hole Door -Drainage & Wood -Earth Cle ce Looked under Floor ❑ Yes Following instld.;, Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No -- --- - -- - -- ------------------ -- ----------------------------- iff. Stucco: Brown -Finish fs2YA C nit Disconnect. Electrical_ lumbin 8.1.Ve s Above Roof: Plbg.-Applia e -Fireplace. -Clearance to e ngs . .. .... ... .......... ------------------ _arra it Well: Disconnect. Ele ical• Plumbing d E r Elec. Tr, F. eptacle-Underground 6 Venli tin Throughout House .------._.----------- - -------------------- l d- ass •ion. d orr ions ;rom Previous Inspp ections_ --__-----_-_--_-_-_ --- is a tt-Meters Tagged: Gas -Electric XrWa Sewer Connected-C,O to Grade -HD Approval Energy Compl ance Cert ficate-Other Certificates Date ZI'7 .7 Card B-1 Date Card B-1 -- �^/ - .. Date ; Z'� Card B-1 Dat..e Card B-1 Date Card B-1 Date Card B-1 Comments: at Final V=OK O = Not OK Not ' = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 1. Zoning Requirements - Setbacks - Easements 6. Carports; Windows -Doors ..'� 2. Soils; Special MH Support Sketch 7. Electric 3. Sewer; Location -Test -Fall -C/O -Concrete 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 4. Water, Location -Test -Easement Needed (Sketch) 9. Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 10. Roof; Shthg-Roofing 6. Gas; Location-TestNrap; / /Tft. / /Nat. or/ /'L"ft./ /LPG 11. Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 2. Soils; Compaction -Structure Stability 1. Zoning Requirements- Setbacks Easements 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 2. Footings; Size -Spacing -Marriage Line 4. Elec.; Receptacles and Lighting, Distance-GFI 3. Gas; MH Test -Demand Vale -Connector 5. Elec.; Pool Lighting; 15 Volts-GFI 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 5. Drain; MH Test -Fall -Flex Connector 7. Elec.; Bonding; Metal wiS-Circulating Equip. -Heater 6. Water; MH Test -Regulator -Connector 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 7. Water and Sewer Connected -C/O to Grade -HD Approval 9. Health Department Approval 8. Gas and Electricity Tagged 10. Plumb.; Cir. Test -Water Supply Test 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS R 1 Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails Date Card B-1 Date Card B-1 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-AnchorsStuds-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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal wiS-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 B-1 Cos F.M. GRAPHICS, INC. (800) 621-7635 631109 sCERTIFICATION OF -INSULATION i)0 O P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 J ORSILLO CONSTRUCTION ❑ P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 Cos F.M. GRAPHICS, INC. (800) 621-7635 631109 sCERTIFICATION OF -INSULATION SAICRAWENf 0, 1 4SUEXT I ON '6QNTRA:CT6 A S-tt;)4t P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT # ORSILLO CONSTRUCTION ❑ P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV89505LIC. #10675 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 4335 CALENBAR WAY 6470 B SOUTH PAPARADISEEl PROCYON AVE., LAS VEGAS, NV 89118 LIC.#10675 DATE INSULATION COMPLETED min SQUARE FEET) SOLIARE FEET) SOLIARE FEET) OFJNSU12ATION t E.OF.INSUI!ATIONu.M_ u lq-,TYP 'IV FV MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. CTR CTR CTR MANUFACTURER ,"`-'.". `"j'� ez ANLIFACTLIRER'7gj��44�j—�;�� " '% OCF OCF OCF BAGS :'VAUE! WAPPIE :MIN'INSTALLED "WEIGHT,PEW, l EP� ��E & THICKNES, _JRZ ,INSTALLED ;q SQUARE FOOT ,THICKNESS BATT 91/2" R-19 6 1/4" R-30 U KNEEWALLS'IFR-VALUE IS OTHER THAN WALLS'ABOVE MATERIAL FORM RVALUE MANUFACTURER FIBERGLASS BATTS - OCF INFILTRATION SEALANTIA�f,<.'i z4 ;y -�" 1'r e MATERIAL MANUFACTURER - FOAM W R GRACE THIS IsT,9,,CERTIFYjTHATINSUL�kTI AD/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, IONS 'M MATER 1AL�STAND- ARDS AND RMA li� _A e SI NATURE -IN TION CONTR TITLE DATE MANAGER 7// SIGNATURE -15E TITLE DATE REMARKS: 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 -16��ld 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 Wbrk is completed. If you have any questions pertaining to this matter, or need additional explanation';* PI eqntact this office immediately. ](7 -- -'A� 17M-114 Date-�,;- t,i 71nspector Az�� 1�1 REV 10/92 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 bat 5,zj t /1 I'l OWNER I PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the ;rovii 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. f JAM tq F Al li'�, WVAj,,f A/-) S 0, -,gI4 U r u 0 V � 16 1 �1 Date Inspector REV 101-92 ------------ f 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 74 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please 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" V Date Inspector RLO.Z4' REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE , -/ F/(� 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, 45' DF-te I/ L/�— /�; (,- Inspector REV 10/92 IF OWNER: 'Llyl 2e f < g"I 7--A T REC'D -P- Z7-1 Ly L -?u .5 DATE: A AP# PERMIT-NUMBE-R: TIME: RESIDENTIAL COMMERCIAL 0000000000000000000000000000000000000000000000000000000c0000*00000000000000000000000000c0000000 FROM DATA SHEET REQUIRED BEFORE PERMIT ISSUANCE REQUESTED BY PLAN CHECKER ENGINEERING OTHER/COMMENT: a 000000 000 00000000Q a Q a Q 0000 000 00 a 00 a Q 000 QQ a 000 **a QQ 0 00 Q 00 a 00 0000000 00 -do a a 000Q a a REQUESTED.BY CORRECTION NOTICE ro _,V_YES NO rm: LOCATION IN BUILDING WHERE CHANGE OCCURS: WHEN APPROVED PROCESS AS FOLLOWS MAIL TO OWNER: MAIL TO CONTRACTOR: __2L_CALL #: - 3 V -,:1;- 7 AND HOLD FOR PICKUP AT THE (? jV( en OFFI DELIVER WITH NEXT INSPECTION REVISED PC FEES PAID: RECEIPT# 20 47 -5: ia 23. 00 $46.00 NOT REQ 4ROFESSlojy 'BY: J m R t.ar. . w�: M w4 tit 2�Y�D�EL{�; y N DRIVE DATE: Io��� Y ENGINEERING 4� ` CHICO, GAIL F0 SIA 95926 -roe No: � %�`I .. z C 053590 916 PAGE �- OF L�- = Civil Engineers Planners •Surveyors MAX. LOAp PLF rE O MMMLaM- SLAB WID. H= �dl. �01'C ALiF OPT I6►JAI w 13,2AjlMiN . ExT�N� veRT. SLAB, 411 MIN. RE11JFaRGEMENT GIKNEx LJJ �oX<oX -t 10 THI INTO c-L4?4�, �\ W. �J•M uo- N 1' 1 r 1 -1. 1\ II �- #4012 Iloc W/ 1211 HOOK TIED : To V5 --P TIDAL- K55-DAI;Z t�,-'XT�-,1�1D 241' r'IIIJ. 1tJTo SL -.Ag � 811rMIN- . < 411 � 00t lPAGT>✓ D DAGK� L -L . JI - N : R -PER-.-- _llAf JD. lsl-[:�[zl3f�:_=LA- 5 P 5PIFIc-AT10iJ5 c-, A' �' Z. Rt:lN1✓ORGING : ASTP'I A�15 GRAPE-. 40 �4 sr-tALL5�, ' ,l 011 4'& o ;t'5AF: 3. LAP 4• PRo�iID� �HORINC� of sT��'II,JAL.L UNTIL 11 A t SLAB 15 cL ptM,Ir DAYS r/IINIMUi�j �-iwlkud� �y�1. With Real Wood Porch 8T Lamp Posts Overall Base Design W. H. H. Colonial Porch Post 411 iW s 51 •BasP- r 0/ 7 • pWSNIN OF GSGUE WOOD FIIOplC15, INC. Information and specifications within this brochure are subject to change without notice. TC-PCCB-94-1 White City, OR 97503 (503) 826-2911 Fax (503) 826-1393 © 1994 TURNCRAFT Printed in the USA. There's nothing like the beauty of real wood turnings to add distinction, character, and value to a building project. Turncraft Porch and Lamp Posts add charm and personality to walk ways, landings, decks, and porches. They are turned from finger -jointed, kiln -dried Western wood species. To provide maximum protection against mold, mildew, and staining and decaying fungi, each post has been fully immersed in Wood it eat, MB preservative. All turned areas have been carefully sanded for easy finishing. Colonial Lamp Posts feature a full length open center for plumbing or electrical. For that extra touch of appeal to any Porch Post installation add Turncraft Corbels or Knee Brackets. Load Bearing • LDS 4• 4" 1000 6" 5800 W-3410-4• 3048 4" 8' 32" "-3510 -5' 1K3610 6 3049 4" 9' 44" "-3049 -4• "-305'-5• H-120 3410 4" 10' 56" 1 "-3069 3• "-3048 A' "-3058 -5' "-3148 -4' W-3158 -5' H-108' 24' ".30683' H•96' W-31683• H-96' 3058 5" 8' 32" 12- s 3059 5" 9' 44" 24• �1V 3510 5" 10' 56" 90' 4° [7 3068 6" 8' 32" 40 3069 6" 9' 44" 3610 6" 10' 56" [7 New Orleans Porch Post 56• 42' 94'1<N 148 4" 8' 41 5/8" 32 149 4" 9' 53 5/8" N158 5" 8' 41 5/8" Colonial Colonial Colonial Colonial N159 5" 9' 53 5/8" 32-W, 42 -Base WE. 56'Base \ N168 6" 8' 41 5/8" �N149,• W449-5' W -N 16 169 3' N 169 6" 9' S3 5/8" W -N148-4' W -N158-5' H.108' W-5• Knee BnAYf W-NI68-& ;;-241Lamn 14, H-96' Pot �14 KB14 -1 IN 4' K61B -15x18• ,� 3078 5" 8' 55 1/2" Actual net widths on '°"' 10'^ ' porch 8i lamp posts are 4OW Co 350'3/4" less than nominal 14 - 1311/16' widths above. Knee Brackets 53+n 55W KB 14 1 1 " 14" N/A 41W KB 18 15" 18" N/A Corbels N CniPin N Odea.' 3501 Pattern 'W' 411 iW s 51 •BasP- r 0/ 7 • pWSNIN OF GSGUE WOOD FIIOplC15, INC. Information and specifications within this brochure are subject to change without notice. TC-PCCB-94-1 White City, OR 97503 (503) 826-2911 Fax (503) 826-1393 © 1994 TURNCRAFT Printed in the USA. There's nothing like the beauty of real wood turnings to add distinction, character, and value to a building project. Turncraft Porch and Lamp Posts add charm and personality to walk ways, landings, decks, and porches. They are turned from finger -jointed, kiln -dried Western wood species. To provide maximum protection against mold, mildew, and staining and decaying fungi, each post has been fully immersed in Wood it eat, MB preservative. All turned areas have been carefully sanded for easy finishing. Colonial Lamp Posts feature a full length open center for plumbing or electrical. For that extra touch of appeal to any Porch Post installation add Turncraft Corbels or Knee Brackets. Load Bearing • LDS 4• 4" 1000 6" 5800 if .. I'CERTIFICATION OF -INSULATION �"""j�"E1pOR6>RS OR TRACT - SACRAMENTO INSULATION CONTRACTORS r L 6t P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 L0T 8 ORSILLO CONSTRUCTION I ❑ .:P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 r ❑' P.O. BOX 1631, RENO, NV 89505 LIC. #10675 El. P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 4335 CALENBAR WAY- .., ❑ 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 #10675 PARADISE LIC. DATE INSULATION COMPLETED CEILINGS •�• ( SQUARE FEET) ( SQUARE FEET) ( .. SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS ". FORM FORM FORM BATTS `BATTS & BLOW' BATTS _ • MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. - MANUFACTURER'S PRODUCT I.O. CTR - CTR CTR MANUFACTURER MANUFACTURER MANUFACTURER OCIF OCF OCF ' BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS • - BATT 91/2" R-19 61/41, 11 ' R-30 �I2�1� 16,1!4". KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM RVALUE MANUFACTURER FIBERGLASS: BATTS r OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM -W R GRACE THIS IS TO CERTIFY THAT INSULATI AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES; MATERIAL STANDARDS AND R A IONS.. +' ' a SIGNATURE -IN TION CONTR >i'- TITLE DATE MANAGER ^l SIGNATURE -GEN A O = TITLE DATE V. REMARKS: SIC -303 BUILDER COPY r « COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT o. APPLICATION -AND PERMIT ASSESSOR PARCEL NUMBER 41-09-35 ZONING ER 20 BUILDING PERMIT OWNER PRESENTATL JAMES TELEPHONE SQ. FT. OCC. BUILDING VALUATION 160 R 86,400.00 OWNER'S MAIUNG ADDRESS 4335 CALERNBAR WAY 120 CD 1,560.W CONTRACTOR'S NAME STEVE nR(;TT,T.o TELEPHONE CONTRACTORS MAIUNG ADDRESS Fireplace A 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 89. 460.00 Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 594-90 ARCHITECT OR ENGINEER NQUE UCENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $23-00 ARCHITECT OR ENGINEER'S MAIUNG ADDRESS Penalty $ BUILDING ADDRESS PERMITFEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap 91 7.00 LOT NO. 2 SUBDIVISIONS NAME PARCEL MAP -17 Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF W Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New EA Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 3LDR001 - Mobile Home S G FW7 @20.00 PERMITFEE g 143 00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000v OR LESS ( 200A OR LESS ) 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in f II force and effect. License Class Lic. No. j��� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUP. OR ( a ACC. BIDE. ) SO. CL • 00 3.5Q FT. JV CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER APPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FDCTURES) 20 Q 1.00 BAI so Ex. Occup. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 99.00 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the �performance of the work for which this permit is issued. e� 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMITFEE $ 65.50 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. � F X 0 �a'' - _ 7 _ Date _t� / L/ -_ Signature of Applicant - ❑ OW.Qpr ❑ Co actor ❑ Agent ' t' An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 OCC R3 CONST. TYPE VN TOTAL FEE $ 1377.43 HAZ. I D. FEES IM FL O CDF P C PD/ H v ISSU This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRE1 I applicable provisions Resolutions to do work been paid. q �� Date) Receipt No. 202460 - WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR I GOLDENROD -APPLICANT TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H.USEONLY Plot Pl. AMhd <5 Floor Plan Anwhod Scni to B. D. % - ? .2 - 0- Owner Location AP# Plan Approved for: Sewage Disposal Water Supply,/ lic Private Well Pub Clearance for bedroom nV* home. Other /LA an C,� Hold final for: Final clearance O.K. for: NO TE: A&W Environmental HeaA ASWist 4te ,r4. •...r�'..1: ..-Nr�y�L:T.y,n'�n.•`a...W�cv...r.....a,.rpvr+(?+'1/'i�vN'.rilv�y:..���y-•t•flier^vM"'�'ai).,;r��'YT'"f'�Yl.r:.�r..w �'-�tiT"4/ti'+' . r., �rr Y'rr��. .�.. i . .r.0 i - :COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLIE, CAL"IFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET r s � OWNER ,� / �__6c—S AA,,,?. No. Proposed Building Use Building Inspector Date 1) At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1, All items have been submitted. .......... . 2. Plot plans, 3/4 sets, signed by preparer of plans. d .. . 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). ... . Mobilehome n anuf c urWnstallation instructions, 2 sets. ........... ees of $ l r e ......... ................. Impact fees as shown on attached schedule. California Department-of-Forest_r plan appro al/fees �la- .....,.. Flood elevation letter (100 year flo q) by Cali ia-E gineer... IW- A _4. Sanitatipn and plot plan approval L �+� Health Department . ............ 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: . ........ t�,Contact Land Development.about (A) Improvements (B) Drainage. . 11, Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for to Bui�ing Inspector required. . to Building lnspeaor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate, of Workmans Compensation Insurance . .......................... 2i�Owner-Builder Verification (Given to owner Mfail to owner _). ....... . 4,'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 . .......................................... 8 29. Documentation of legal access. `R' 1 30. Documentation of 50% subdivision developed or (A) Road improvements completed l and (B) Parcel meets zoning area and frontage requirements. ... ........... 31. Existing violations/expired permits . ...................................... 47 Plnn rrhnrle Net_ ' ) Wen you issue the permit, process as follows: Mail towner. Mail to contractor. Telephone` -1 and hold for pickup at rb office. Deliver with inspector. Other Parcel Creation /�' Acreage ✓Applicant 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 submit oto 1. Index permit for above items 2. Additional items required: Contractor, ,designer, owner, was advised of above required data by hone _ mail Counter by (Date .l/� — Contractor, designer, owner, was advised of above required data by _ phone _ mail C�,onter by _ Date Plans checked by Date Plans approved by � ! �"' Date TZE� Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER t�j1 . � ;�O_ / r'e-s ��i - A.P. # , —O 10 PROPOSED BUILDING USE DATE REC. # DATE REC SCHOOL DISTRICT FEESC�L.*� (paid at District Office) O �� SHERIFF FEES (paid at Building Division) Li / ���oYllo Residential...... x =$ unit amt. Commercial (sq. ft.) . x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq. ft.) .. x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK � C�/_ $89.00 (paid at Building Division) 9 �li�� 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT a DATE ..r ' - - .. . ✓ .ten . BUTTE COUNTY SCHOOLS JMPACT FEE CERTIFICATION FORM (One Form Per building) School District rad / U Building Department No. A.P. Number—��—��` Jurisdiction: 0 City E:�County Property Owner Property Location/Address 3 !� Subdivison Lot No. Residential Development �� Sq. Footage (O No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 .. ....,n (Floor Plans reviewed by School District Personnel) Sq. Footage (Including Exterior Roof d Areas) Date District Identification No. NO, ASO � chool District certifies that / / -C/ I , (Applicant) S -3 -5 - Address) (City) has complied with the requirements of Resolution No. representing ��j 00 square feet. A A-V-� hool District Paid by Check # '- Remarks: Bank Number Paid by Cash (State) (Phone Number) (Zip Code) by payment of $ i AB 2926 $ FULL MITIGATION $ a l55 e 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 (11/94)dmm And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 96,0361�'0�-- N0i CoMpARED WITH MIGINAI DOCUt'4" S € P 3 01996 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The properr described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this propem- may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides. and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke. noise. and odor. Butte County has cstablishcd agricultural purposes and residents within said zones and on adjacent propem, should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the County of Butte. State of California. described as follows: 4335 CALERNBAR WAY, PARCEL 2, AS SHOWN ON THE PARCEL MAP OF A PORTION OF SECTIONS 4 & 5, TOWNSHIP 21 NORTH, RANGE 3 EAST, M.D.B. & M., WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, JUNE 25, 1980 IN BOOK 77 OF MAPS, AT PAGE 16. Date: AUGUST 16, 1996 PROPERTY OWNERS: .� JAMES D. PRESENTATI KATHLEEN E. PRESENTATI State of California County of Z53 tte_ 3 On _ o /��,, l I before me, �Lc %e de LPA— .lJOfa �� �ad�i personally appeared �a,-neS Q. P ;ei�7Zt fi' aitd /l iZAleeiz e_��i GSP�,trTi personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me_that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal.+++�+ JULIE WHESM COMM. i 1 Notary Pubic — Signatur ri/� - Y (� Scal: BUM COUNIV *$My Comm. Expicomma res JUL 1411w A.P.# Y CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT' State of County of�C. On Da personally appeared Xpersonally known to me – OR – ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the persori(s), JULIE WHEELER or the entity upon behalf of which the person(s) acted, COMM. ;4 1065248 executed the instrument. Z -� Notary Public — C0100mta Z ' ... BUTTE COUNN WITNESS m ..� My Comm. Expires JUL 16.1999 y hand and official seal. Signature of Notary Public O TIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Y,Z(o /9(4` Number of Pages: / Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: a Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing RIGHT THUMBPRINT OF SIGNER lop of thumb here Signer's Name: 0 Individual Corporate Officer Title(s): Partner — ❑ Limited ❑ General Attorney -in -Fact Trustee Guardian or Conservator Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top. ,w t aav National Notary Association -8236 Remmet Ave., P.O. Box 7184- Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder. Call Toll -Free 1-800.876-6827 Permit Applicant: -74/" ?_Sm lte Assessor Parcel Number: Permit Number: Date: Y.— The— The above referenced building . plans we reviewed by this office. Provide additional information and/or make revisions to plans, ecifications and calculations as follows: e cJ 0 -EM M -.�� 6 If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. a. NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 , (916) 893-1600 FAX (916)'893-2113 ,ff STRUCTURAL CALCUL,�AI�TTIONS PROJECT PR 7 �iIV JOB NO . 57 5 LOCATION 4 33 5 GALS �t� gA� I�l� I DATE 64 CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel'Construction, 9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days 4ROFESSIOIV4i Steel Reinforcing: A-615 Grade 40 for. #4 and smaller Qwo � M. RIC �FrI A-615 Grade 60 for #5 and larger 4�Q� Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B C053590 teel Tubing: ASTM A500 Grade A or B E achine Bolts, Anchor Bolts: .ASTM.A307 Grade A ood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir sT CIVIL Struct Lt Framing, Joists & Planks: D.F. #'2 OF CALIFO�� Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD, UBC Std 25-9 Glue -Lam Timber: ANSI/AITC A190.1-1992 Simple Spans: 24F -V4 Combination Cantilevers: 24F -V8 Combination LOADS: Roof Live Load: psf Floor Live Load: psf Seismic Zone Wind Speed: 74�; mph Exposure: Method 2 used unless otherwise noted. Allowable Soil Bearing (psf) ��dV ARE SPECIAL INSPECTIONS.REQUIRED 7 N GENERAL: Any structural or non-structural items that are not specifically addressed in the following calculations and or details are designed by others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of BY: DATE: 71164 JOB NO: e7 71�5 PAGE 2 OF PINN�� FA I L�Y c% F. . NorthStar. ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 FOL �JDATIoiJ I� J ForZ '51N 61L5- I�G.F ( �.I r oTi N b �1 LA VA I � �G.T�R�it`1�i �A�AGIT�' of �4 DoI�J�I, ,,�.►I (v�� -��G A 2 L �f ►,J S r'I (iso �l a T 22 I�'1 PSo I� TA G P cl • 18 2. 16P K sT F.:;, = 24- e:�,o C-;, f-;A� A FS A��o►„►��� = 0 20 (24� = 4. S > 2. I <v K. I"IAX. 't-2HE,:: A = 2. 1(0}� � I NG � 1 1,�J 1✓ A 5, AtG(f H q *J INTO N AT U �A I - OG � o �ofJG��T� U�E F. A FAC-TOOF �F A TY�' (:,2F Z-0 ow. A e2, -J A U S1✓ �� H FAQ. -- 2. I <o K I Z. a= I, a K' POW D0� J e,�,l, I l- �o� 4Pt�7 po�,`J 1, 2� o.G. GAPA c-ITY" F�ZZTIoNs L 1, r-lF(:�i PaG1�2 INc-L-UDI%P Folz BY: DATE: -] 1 q �Q JOB NO: 45 %`j 9 PAGE 3 OF lorthSiar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 4ROF ES S IpN4 a C 053590 Exp. n11�1� LL �)P GYAN G FSR PLAN 7711Vl7 PER PI -41V �aOTToM �¢ WET Pie/OrP Td SOUR. # �> .Z)oWEL 1N/5 "EM�EO /N 3/Q"� h�OGE F/LLEO SOL/O TH/5 OETA/L. GYJES/1(�l /,v/ E Tr 2 Z /`9FC�- 6Y S/N/%�oN A/�LY FSR S1!EPV)'!/,9l15 d 24 o -G. /A/—,7,A LL r/14�-qNER 77-/,41V 32" z �NIMriNDATIoI� /V/EASL/REp %ZAP OF.ST�/V WALL 7U E�J7TOM 4F fCYJT/Nle. IVOT�: 00AV51-S ARE =i5071-Me7- S Gv/Z-111,6i--O /1V7Z7 UNO/STIIRQEI7, N'9T/dE < Al TYPICAL PINNED FOOTING NEpoxy-Tie�,21 I Rm WHAT IS AN Epoxies offer stronger bonding, shorter cure time and less. hydrolization than other EPDXY ADHESIVE types of resin anchors. The Epoxy -Tie is a low cost, high performance adhesive SYSTEM? that provides excellent bonding and requires less curing time. The two -component amine -based system may be used for: ■ high strength structural anchoring ■ fastening bolts into concrete and masonry walls ■ filling non-structural cracks up to 3/4' wide repairing cracks in bricks, ceramics, unreinforced masonry or concrete ■ rebar dowelling Features: ■ Easy Mixing The disposable static mixing nozzle blends the resin and the hardener automatically and thoroughly to allow accurate dispensing. ■ Reliability The automatic proportioning in the mixing nozzle assures maximum bonding strength and minimum curing time. The nozzle elimihates the inconsistent performance that often results from inadequate mixing. ■ Easy to use The gel consistency allows horizontal and vertical applications. ■ Reduced Shrinkage Shrinkage during cure is between 1 and 2%, compared to shrinkage of polyester systems of between 10 and 15% upon cure. • Moisture resistant The Epoxy -Tie is is a chemical anchor that is more resistant to hydrolization, which occurs when a bond breaks down in the presence of water. ■ Low odor Whether using or storing the Epoxy -Tie, the chemicals do not have a strong odor one year shelf life Corrosion Protection The epoxy compound seals the hole and encapsulates the embedded portion of the threaded rod, protecting it from the corrosive action of water or chemicals. This system may be used in waste water treatment facilities, food processing and similar "wet" environments. Visible supply level on transparent cartridge (ET22) The unique transparent measuring gauge allows the exact amount to be dispensed. It also shows how much epoxy is left in the cartridge. ET22 code listing ICBO # 4945; SBCCI 94145; City of L.A. Nos. RR 25120 and RR 25185. Submitted to Dade County, FL 4/94. The Epoxy -Tie meets the following specifications: ASTM C 881-90 Standard Specification for Epoxy -Resin -Base Bonding Systems for Concrete. ASTM E 488-90 Standard Test Methods for Strength of Anchors in Concrete and Masonry Elements. Unreinforced Brick For brick installation with a 22'/2° angle bolt application, the allowable tension load is and Masonry Loads 1200 lbs. Allowable shear load for a through or shear bolt application is 1000 lbs. Loads for installation into hollow concrete block in tension is 350 lbs, and in shear is 330 lbs. Loads for installation into grouted concrete block in tension is 1225 lbs, and in shear is 1190 lbs. Epoxy Vs Stronger Anchoring: The ET system provides significantly stronger anchoring than can Mechanical Anchors be achieved with comparably sized mechanical anchors. Mechanical anchors stress the concrete; the Epoxy -Tie system strengthens the surrounding material. Vibration Resistance: In vibratory load environments, embedded mechanical components work against the concrete, pulverizing the material and loosening the anchor. ET bonds with the concrete and doesn't work against the material when vibration occurs. Close -interval installation: Expansion -type mechanical anchors exert stress on the surrounding material when installed: They must be spaced at 1.5 x embedment depth. Epoxy bolts can be spaced at 1.0 x embedment depth for extra anchoring strength. © Copyrght 1994 SIMPSON STRONG -TIE CO., INC. e P61-4�; Epoxy -T e ET22 Epoxy -Tie For concrete temperatures > 40' F Cartridge: '22 fluid oz/ 39 cubic in ET22C Epoxy -Tie (cold concrete formula) For concrete temperatures 25' F to 45° F Cartridge: 22 fluid oz/ 39 cubic in EDT22 Dispensing Tool Limited one year warranty against defects in material and workmanship For'use with ET22 and ET22C EMN22 Mixing Nozzle For use with ET22 and ET22C ETS Screens ETS 1 x8 and ETS1 x1 5 screens for use with brick ET1.7KT Epoxy -Tie Kit Retail kit which includes an ET1.7 cartridge, a twin plunge and two nozzles / MOW:.1�N:.,.,¢+ey.,.�1�•.+:'%'Un'n!+1lS�i;jil':JLz�:.,.t '13TnnNVv.SOe.I,:';A\TVMed..:::i!.... Epoxy -Tie Set and Cure Schedules Set indicates time before a load can be applied, e.g. torquing a nut. Do not disturb anchors during set time. Cure indicates time at which anchor will reach published load values. IMPORTANT Dispense bead of Epoxy -Tie off to the side to check for proper mixture (a uniform gray color) before using. Epoxy -Tie will = form an adhesive bond when dispensed as black or white. BOLT MINIMUM DIAMETER EMBEDMENT DEPTH HOLES PER CARTRIDGE 3/8" 31/2" 63 '/2" 41/4" 38 _ 5/8" 5.. "---25 3/4" 63/4" 15 1/8" 71/2 11 V, 81/4" 9 This chart allows up to 25% waste. EMN1.7-R - r Mixing Nozzle __..._ 2 replacement nozzles for use with ET1.7. BOLT DIAMETER MINIMUM EMBEDMENT DEPTH HOLES PER CARTRIDGE 3/8" 31/2" 6 1/2^ 41/4" 4 5/8" 5" 3 3/4" 63/4" 2 7/8" 71/2" 1 1" 81/4" 1 11is chart allows up to 25% waste. TEMPERATURE 25°F 32°F 40•F 45'F 60°F 80'F 100°F Set ET22 — — 18 hrs — 6 hrs 4 hrs 4 hrs time ET22C 6 hrs 4 hrs — 13/4 hrs — — — Cure ET22 — — 72 hrs — 24 hrs 24 hrs 12 hrs time ET22CI 6 hrs 4 hrs I — 13/4 hrs — — — 3 © Copyright 1994 SIMPSON STRONG -TIE CO., INC. r Drill—Drill hole to specified diameter and depth. G "Ir I Clean—Remove dust from hole with oil -free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in hole will reduce the epoxy's holding capacity. Fill—Dispense bead of ET off to the side to check for proper mixture, shown by a uniform gray Insert—Anchors must be clean and oil free. Insert color before using. FII screen with ET. Always start by filling from the bottom of the screen to anchor, turning slowly until anchor hits the bottom avoid air pockets. Insert screen into hole. of the screen. Do not disturb during set time. 4 © Copyright 1994 SIMPSON STRONG -TIE CO., INC. 4 Epoxy Tie Epoxy -Tie • Insert cartridge into dispensing tool. , Remove from RESIN i HARDENER ■ plugs cartridge and purge some epoxy off to the Preparation p gs side to set the cartridge wipers at the same level. Attach a r clean mixing nozzle which.is free of gelled or hardened material. ■ Tighten retaining nut on nozzle. DO NOT OVER -TIGHTEN. ■ Dispense bead of Epoxy -Tie off to the side to check for ` proper mixture (a uniform gray color) before using. • Caution: Epoxy will start to harden in the mixing nozzle after 7-8 minutes. Epoxy will harden faster as the air temperature The white'resin ' undergoing . increases. Replace nozzle to avoid blowouts. and black "' 262,144 'If using a pneumatic dispensing tool, air pressure must be hardener mix separations regulated at 80-100 psi. - automatically before being' ■ A partially -used cartridge may be stored up to one yearYfor _ in the nozzle, ..dispensed. future use. Store at a temperature above 45°F. , Installation into CONCRETE -," . . pe ,e OO. O• O,o •o :.: O°o;• O ..o ., O°: °;O a . i °O �0 . O; OO O °o .. b., e.'.o.�oo:.ooO4. ' o •°o.° - ..0O'.O'.0 `o Oe .,.�•o.O4.O °0 o o: ° . 0ee t ° 00 0 .0 mo oo 00 O Re 0.•.0O. o oO, O 0Do o o oo . • o .0 "e °o °o o. `oe o°o _ 0.° .o o° o '•o° 0. ° o .`0 ' .0 . o.o ' 0 t. o Drill—Drill hole to the Clean—Remove dust from Fill—Dispense bead Insert—Anchors must specified diameter and hole with oil -free compressed of ET off to the side to 4 be clean and oil free. depth.. air. Clean with nylon brush • check for proper mixture 2 Insert anchor, turning and blow out remaining dust. (a uniform gray color) • slowly until the anchor ' Dust left in hole will reduce the before using. Fill hole hits the bottom of the epoxy's holding capacity.. halfway, starting from hole. Do not disturb bottom of hole to avoid during set.time. air pockets. Withdraw .: nozzle as hole fills up. Installation into BRICK'or MASONRY r • e xvnsnmxma 0azv ea°a0sa��i axr,.a- .. x.�aaeassxessi ass say���a ' � e �cLs �-c�arc���m .. Drill—Drill hole to specified diameter and depth. G "Ir I Clean—Remove dust from hole with oil -free compressed air. Clean with nylon brush and blow out remaining dust. Dust left in hole will reduce the epoxy's holding capacity. Fill—Dispense bead of ET off to the side to check for proper mixture, shown by a uniform gray Insert—Anchors must be clean and oil free. Insert color before using. FII screen with ET. Always start by filling from the bottom of the screen to anchor, turning slowly until anchor hits the bottom avoid air pockets. Insert screen into hole. of the screen. Do not disturb during set time. 4 © Copyright 1994 SIMPSON STRONG -TIE CO., INC. 4 Epoxy -Tie Y� li Allowable Tension and Shear Loads for Threaded Rod Anchors 1. See footnotes listed below. 2❑ Allowable tensile loads for minimum concrete conditions 10O% at 72-F 90 ALLOWABLE TENSILE BOLT ALLOWABLE TENSILE LOADS (lbs) W ALLOWABLE SHEAR LOADS (lbs) STUD DRILL MINIMUM SPACING EDGE COMPRESSION BASED ON DISTANCE BASED ON m 3 BASED ON BASED ON DIA BIT EMBEDMENT 2680 DIST 13/4 BOND STRENGTH 12" 4040 STEEL STRENGTH BOND STRENGTH STEEL STRENGTH 121/2" DIA DEPTH 13/4" 8 fc = 2500 Ic = 4500 A 307 A 193 Gr. B7 fc = 2500 It: = 3000 fc = 4500 A 307 A 193 Gr. B7 No.8 r11/8" 8'/4" 1 12" 1 6'/4" ET22 ET22C ET22 ET22C (SAE 1018) (SAE 4140)ET22 ET22C ET22 (SAE 1018) (SAE 4140) '/8" '/2" 31/2" 41/2" 25/8" 2220 1550 2895 1575 2080 4580 1020 1750 1020 1040 2290 1/2" 5/8" 4'/a" 6" 3'/4" 2595 2700 4310 2715 3730 8210 2415 3375 2415 1870 4110 5/8" 3/4" 5" 71/2" 33/4" 4375 4010 6170 4865 5870 12910 3485 2965 3485 2940 6460 3/4" 7/8" 63/4" 9" 5" '- 6970 7040 7325 7040 8490 18680 6480 4380 6480 4250 1 9340 '/8" 1" 7Y2" 10'/2" 55/8" 8005 8290 10640 9265 12000 26400 6240 7275 6720 6000 12800 1" 1'/8" 81/4" 1 12" 61/4" 110450 8875 12400 9480 15700 34500 7185 7275 7200 7820 17200 1. See footnotes listed below. 2❑ Allowable tensile loads for minimum concrete conditions Plan View of Minimum Concrete Condition 31 Allowable tensile Loads for ASTM A615 Gr 60 Reinforcing Bar 10O% at 72-F 90 ALLOWABLE TENSILE BOLT EDGE W EMBEDMENT LOAD CONCRETE DIA. (m) DIA. DIA.. COMPRESSION Z 60 DISTANCE STRENGTH (ET22) m 3 fc = 20Q0 (ET22) 5/8 1 13/4" 6 91/2„ 2680 5/8 13/4 6 12" 4040 7/8 13/4" 8 121/2" 4250 7/8 13/4" 8 15'/2" 5835 Plan View of Minimum Concrete Condition 31 Allowable tensile Loads for ASTM A615 Gr 60 Reinforcing Bar 1. Allowable loads for bond strength are based on a factor of safety of four , on the average ultimate load. They may not be increased for load duration. Allowable load must be the lesser of the bond or steel strength. 2. The tabulated values are for anchors installed at the specified spacing and edge distances. Spacing and edge distances may be reduced to half of the specified as long as the load is also reduced. Linear interpolation may be used. Example: 1/2" dia. bolt in 2500 psi concrete installed 2" from the edge = 2595 x 2/31/4 =1597 lbs. Use multiple reduction factors if necessary. 4❑ Concrete Temperature versus Load Reduction for ET22 3. The anchors experience a reduction in tensile and shear capacity with increased concrete temperatures. The load factors noted in Figure No. 4 must be applied to the values noted in the tables above when the anchors are installed in locations where concrete temperatures may exceed 72°F. 4. The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. loo 10O% at 72-F 90 85% at 98°F CONCRETE REBAR DRILL BIT MINIMUM SPACING EDGE COMPRESSION DIA. DIA.. EMBEDMENT Z 60 DISTANCE STRENGTH (ET22) m 3 DEPTH ° 50 1 `6 40 a, rn fc,-- 2500 fc = 4500 No.4 5/8" 41/4" 6" 31/4" 3055 3565 No.6 7/8" 63/4" 9" 5" 7850 9070 No.8 r11/8" 8'/4" 1 12" 1 6'/4" 9065 10240 1. Allowable loads for bond strength are based on a factor of safety of four , on the average ultimate load. They may not be increased for load duration. Allowable load must be the lesser of the bond or steel strength. 2. The tabulated values are for anchors installed at the specified spacing and edge distances. Spacing and edge distances may be reduced to half of the specified as long as the load is also reduced. Linear interpolation may be used. Example: 1/2" dia. bolt in 2500 psi concrete installed 2" from the edge = 2595 x 2/31/4 =1597 lbs. Use multiple reduction factors if necessary. 4❑ Concrete Temperature versus Load Reduction for ET22 3. The anchors experience a reduction in tensile and shear capacity with increased concrete temperatures. The load factors noted in Figure No. 4 must be applied to the values noted in the tables above when the anchors are installed in locations where concrete temperatures may exceed 72°F. 4. The anchors cannot be used to resist pullout forces in overhead and wall installations, unless proper consideration is given to fire conditions. loo 10O% at 72-F 90 85% at 98°F 0 80 v 0 70 -' v 63% at 127-F Z 60 m 3 ° 50 1 `6 40 a, rn 30 26% at 1580F u d 20 a 10 0 70 80 90 100 110 120 130 140 150 160 Temperature (° Fahrenheit) 5 ©Copyright 1994 SIMPSON STRONG -TIE CO., INC. 5 )ACIAX31 �� C: cz�. Lc �OMS ' L I UGAC, U,3Fkc-�-o 1-b PLAwOOD cc6-0- =1 AT �� LC- i-C'DG�E�\A �g t 2uGC- 14--f" Mr (A) C-L4—,Ez� P, to 614 2DC B (2,kZ thl(--� ektAE-L. I�O� PLkti caIEL�-- an-, �bC— VL GL i_a__) AIL I 5 sq s - Tq r t;0- -B .KF - 10 lKis LMl.N L - 2.ZS �LqwXK-)o 32- `l l I 2-S LYP' tOW 4o 1 ��/ W -F- F-LaYt a- r�1= 4 - LO P/NH.c -�-AoPlFmL ipini {- 31otL+ W& 4 - A to Alo l41k LL -+ 211 II;6M PL r 17� C91 almmmulao, (L -e- PW -.=e li!-) Qv- ca -Q -4z), �--7- -34q 6(U I 6Y I-� a&'AteaF 3 -'t- lam` 1= -22, 429 MICHAEL MOONEY CIVIL ENGINEER :RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 Date: 09/04/96 Page: TIMBER JOIST & RAFTER DESIGN DESIGN DATA - 1 2 - Timber Section 6X12 4X12 ....Depth in : 11.50 11.25 ....Width in : 5.50 3.50 Le: Unsupp ft : 2.00 0.00 Fb- Allow psi : 1350.00 1350.00 Fv- Allow psi : 85.00 85.00 Elastic Mod. ksi : 1600.00 1600.00 Load Duration Factor 1.00 1.00 Stress Ratio ->> : 0.70 0.25 CENTER SPAN -OK- -OK- Span Length ft : 8.50 3.33 Uniform DL plf : 271.00 271.00 LL plf : 496.00 496.00 RESULTS Mmax a Cntr k -in : 83.12 12.76 X -Dist ft : 4.25 1.66 REACTIONS Left: Dead Load # : 1151.75 451.21 Live Load # : 2108.00 825.84 Right: Dead Load # : 1151.75 451.21 Live Load # : 2108.00 825.84 STRESSES -OK- -OK- Fb.. Allow psi : 1350.0 1485.0 Fb.. Actual psi : 685.7 172.8 Fv.. Allow psi : 85.00 85.00 Fv.. Actual psi : 59.78 21.41 DEFLECTIONS Center... Dead Load in : -0.029 -0.001 X -Dist ft : 4.25 1.66 DL Ratio 3574 35415 Live Load in : -0.052 -0.002 X -Dist ft : 4.25 1.66 LL Ratio 1953 19350 Total Deft in : -0.081 -0.003 X -Dist ft : 4.25 1.66 Ratio 1263 12513 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY ' CIVIL ENGINEER 'RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966` Date: 09/04/96 Page: SQUARE FOOTING DESIGN LOADING DATA - 1 2 3 Dead Load k: 1.15 1.60 0.90 Live Load k: 2.11 2.94 1.66 Short Term Load k: 0.00 0.00 0.00 - Seismic Zone 0 0 0 Overburden Weight psf: 0.0 0.0 0.0 Combining Live & Short Term Loads ? No No No FOOTING DATA Size (Length & Width) ft: 2.00 2.00 2.00 Thickness in: 24.00 24.00 24.00 # of Bars 2 3 2 Rebar Size Number 1l: 4 4 4 Column Dimension in: 3.5 3.5 3.5 f'c psi: 2500 2500 2500 Fy psi: 40000 40000 40000 Cover over rebar in: 3.0 3.0 3.0 Concrete weight pcf : 145.0 145.0 145.0 SOIL DATA Basic Allow Soil Brg Press. psf: 1500 1500 1500 Short Term Duration Factor. 1.33 1.33 1.33 Ftg. Depth Below Soil ft: 1.50 1.50 1.50 Soil Pressure Increases... per foot of depth increase psf: 300.00 300.00 •300.00 when footing is below ft: 1.00 1.00 1.00 per foot of width increase psf: 300.00 300.00 300.00 when footing is wider than ft: 1.00 1.00 1.00 CALCULATED FORCES Maximum Static Soil Pressure psf : 1105.0 1425.0 930.0 Allow Static Soil Pressure psf: 1950.0 1950.0 1950.0 Max. Short Term Soil Pressure psf: 577.5 690.0 515.0 Allow Short Term Soil Pressure psf: 2593.5 2593.5 2593.5 1 -Way: Allowable Shear psi: 100.0 100.0 100.0 Vu/Phi psi: -2.5 -3.0 -2.2 2 -Way: Allowable Shear psi: 200.0 200.0 200.0 Vu/Phi psi: -0.0 -0.0 -0.0 Mn k -ft: 13.7 20.5 13.7 Mu/Phi k -ft: 0.7 0.9 0.6 REINFORCING Actual Bar Depth in: 20.75 20.75 20.75 Min. Allow, % Reinforcing 0.0014 0.0014 0.0014 200/Fy . 0.0050 0.0050 0.0050 Req'd Per Analysis . 0.0000 0.0000 0.0000 USE....... %: 0.0016 0.0016 0.0016 Rebar Area Req'd in2/ft: 0.40 0.40 0.40 Total Area Req'd in2: 0.81 0.81 0.81 REBAR CHOICES Quantity of: H4 Bars 5 5 5 H5 Bars 4 4 4 116 Bars 3 3 3 117 Bars 2 2 2 a8 Bars 2 2 2 119 Bars 2 2 2 X10 Bars 2 2 2 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER .-RCE 20647 EXPIRES 9-30-97 5A MADRONE AVE OROVILLE, CA 95966 Date: 09/04/96 Page: TIMBER COLUMN DESIGN Design Data Allowable Stresses Column Depth 3.50 in Fc: Parallel to Grain = 1000 psi Column Width = 3.50 in Fb: Bending 1200 psi Total Column Ht Axial Load = ...Eccentricity = Transverse Moment m Eccentric Side Load = ....Eccentricity = ....Distance above Base e Equivalent Load @ Mid -Height Side Load Moment = Max. Design Moment = Actual Axial Stress = Allowable 11 " _ Actual Bending Stress = Allowable "11 _ Stress Interaction Value V4.4C1 (c) 1983-96 ENERCALC _11AIN; Load Duration Factor = 1.00 Elastic Modulus m 1600000 psi 6.54 ft Le for X -X Axis Axial Dads 6.54 ft Le for Y -Y Axis Axial Dads 0.00 ft Le for X -X Bending = 0.00 ft — Applied Loads Dead Live Short Term 1600.0 # 2940.0 # 0.0 # 0.00 in (along "depth" axis) 0 in-# 0 in-# 0 in-# 0# 0# 0# 0.00 in 0.00 in 0.00 in 0.00 ft 0.00 ft 0.00 in Calculated Moments 0# 0# 0# 0 in-# 0 in-# 0 in-# 0 in-# 0 in-# 0 in-# — Design Summary DL+LL DL+LL+ST DL+ST 370.6 psi 370.6 psi 130.6 psi 783.1 psi 783.1 psi 783.1 psi 0.0 psi 0.0 psi 0.0 psi 1800.0 psi 1800.0 psi 1800.0 psi 0.473 -OK- 0.473 -OK- 0.167 -OK- MICHAEL MOONEY, KW -0601576 18 SEPTEMBER 1996 TO: BUTTE COUNTY BUILDING DEPARTMENT FROM: JAMES D. AND KATHLEEN PRESENTATI RE: BUILDING PERMIT FOR RESIDENCE AT 4335 CALERNBAR WAY PARADISE, CA 95969 DEAR SIR: I WOULD LIKE TO RESPECTFULLY REQUEST PERMISSION TO LIVE IN A GUEST HOME THAT WAS CONVERTED FROM A GARAGE WITHOUT PROPER PERMITS BY THE PREVIOUS OWNERS (RICHARD CHANDLER). THE PREVIOUS OWNERS HAD LIVED IN THIS STRUCTURE FOR FIVE YEARS UNTIL WE PURCHASED THE PROPERTY IN FEBRUARY OF 1996. OUR HOME IS BEING BUILT BY STEVE ORSILLO OF OROVILLE WITH AN APPROXIMATE 90 DAY CONSTRUCTION PERIOD. ALL FINANCING HAS BEEN APPROVED FOR A CONSTRUCTION LOAN THROUGH BUTTE COMMUNITY BANK WITH OVERSIGHT BY BIDWELL TITLE AND ESCROW. EVERYTHING IS READY TO GO UPON FINAL APPROVAL BY THE BUTTE COUNTY BUILDING DEPARTMENT. AFTER CONVERSATIONS WITH CRAIG SAUNDERS AND SCOTT RUTHERFORD IT WAS SUGGESTED THAT I ASK FOR A WAIVER TO CONTINUE TO LIVE IN THE CONVERTED GUEST HOME DURING CONSTRUCTION OF THE HOME AND RECONVERT IT BACK TO A GARAGE/SHOP UPON COMPLETION OF THE HOME. I WILL DO WHATEVER IS NECESSARY TO COMPLY WITH COUNTY RULES AND REGULATIONS AFFECTING THE GRANTING OF THIS WAIVER. RESPECTFULLY, AMES D.PRESENTATI 4335 CALERNBAR WAY / PARADISE. CA 95969 87-1731. KATHLEEN E. PRESENTATI q -t8 -94 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1P. Project Title...... .... PRESENTATI HOME Date........ 09/03/96 Project Address........ CALENBAR WAY * --------------------- PARADISE -------------------- PARADISE *v4.50* _�& —/ F/01 ; Documentation Author... WILLIAM H. FOX ******* 0 Build nq P rmit # For, Companyc� 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 ; 916-533-2730 0 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MIC:ROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ---------------------------------- MIC:ROPAS4 v4.50 File-ORS1600 Wth-CTZ11S92 Program -FORM CF -1P. User#-MP1809 User -Fox Company Run-ORS1600SE ; --------------------------------------------- ---------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 1600 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 245 deg (SW) Number of Dwelling Units... 1 Number of Stories.......... Floor Construction Type.... Slab On Grade Glazing Percentage......... 17.1 % of floor area Average Glazing U -value.... 0.56 Btu/hr-sf-F BUILDING SHELL INSULATION ------------------------- Compcn ent Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments ------------------------------------------------- ------------------------- Wall Wood R-17.8 R-0 R-17.8 0.065 outside, Outside Roof Wood R-11 R-19 R-30 0.031 Attic_ Door n/a R-0 R-n/a R-0 0.330 Solid Wood S1abEdge n/a R-0 P.-n/a R-0 0.720 S1abEdge n/a P.-0 R-n/a R-0 0.900 FENESTRATION ------------ # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type ------------------- ----- ----- ------------------------------ ---- --------- Window Front (SW) 24.0 0.540 2 Drapes.Std None Yes Vinyl Window Front (SW) 16.0 0.540 2 Drapes.Std Nene None Vinyl Window Front (SW) 16.0 0.540 2 Drapes.Std None None Vinyl Window Left (NW) 16.0 0.540 Drapes.Std None None Vinyl Window Left (NW) 6.0 0.540 2 Drapes.Std None Non Vin 1 Window Left (NW) 16.0 0.540 2 Drapes.Std None y,! Veil Door Left (NW) 17. 0 0.490 2 Drapes.Std None ( )oVe1 448..o Window Left (NW) 10.0 0.540 2 Drapes.Std Nr_,ne ����E*s VA. '1 Window Back (NE) 12.0 0.540 2 Drapes.Std N Q'v, Nony1 Door Back, (NE) 20.0 0.490 2 Drapes.Std i`�$ �(es Wood Window Back (NE) 24.0 0.540 Drapes.Std ��'s Yes Vinyl Window Bac E: (NE) 10.0 0.540 2 Drapes.Std Im e � None Vinyl Window Right (SE) 35.0 0.540 2 Drapes.Std I N None Vinyl Window Right (SE) 4.0 0.540 2 Drapes.Std #None Yes Vinyl Window Right (SE) 16.0 0.540 2 Drapes.Std None Yes Vinyl, CERTIFICATE.OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title....-........ PRESENTATI HOME _ Date....._... 09/03/96 f MICROPAS4 v4.50 File-ORS1600 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-ORS1600SE ; -----------------------------------------------------------------=---=--------- FENESTRATION THERMAL MASS # of Interior Over - Exposed ------ Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) ------------------- Value es Description Shading Fins Type ----- Skylight Front Front (SW) 16.0 ----- 0.800 ---- 2 --------------- None ----------- None ---- None ------ Metal Skylight Front (SW) 16.0 0.800 2 None None None Metal THERMAL MASS WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------ ------ Storage Gas Standard 1 SPECIAL FEATURES/REMARKS ------------------------ Tank: External Energy Size Insulation Factor (gal) P. -value 0.60 EF 50 R-12 Area Thickness Type -------------------------- Exposed ------ (sf) (in) Location/Comments S1abOnGrade Yes --------- 217 3.5 -------------------- Exposed S1abOnGrade No 871 3.5 Covered InteriorHorz Yes 28 1.0 Tile Counters InteriorVert Yes 60 4.0 WALL HVAC SYSTEMS Minimum ------------ Duct Duct Thermostat Equipment Type --------------- Efficiency ------------ 'Location ------------- R -value ------- Type Furnace 0.800 AFUE Attic R-4.2 ------------ Setback; ACSp1it 10.00 SEEP, Attic P.-4.2 Setback WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------ ------ Storage Gas Standard 1 SPECIAL FEATURES/REMARKS ------------------------ Tank: External Energy Size Insulation Factor (gal) P. -value 0.60 EF 50 R-12 CERTI.F I.CATE OF ------------------------------------------------------------=------------------ COMPL I ANCEr - P.ES I DENT I AL.. Page. 3 CF -1R ------------------------------------------------------------------------------- Project Title...-......—, PRESENTATI HOME Date— ....... 09/03/96 MICROPAS4 v4.50 File-ORS1.600 kith-CTZ11S92 Program -FORM CF -1R User#-MP180S User -Fox Company Run-ORS1600SE ----------•------------------ -----------------T.------�.--...---. COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administr ative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan .to.be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... STEVE ORSILLO Company. ORSILLO CONSTRUCTION Address. 4296 OLIVE HWY. OROVILLE CA. 95966 Phone... 532-1131 License. P-542034 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... WILLIAM H. FOX Company. For. Company Address. 3995 Olive Hwy. Oroville, CA 95966 Phone... 916-533-2730 01 Signed. . / - MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title........... PRESENTATI HOME Date........ 09/03/96 Project Address......... CALENBAR WAY ` ******* ---- PARADISE *v4..50* 11 1 Documentation Author... WILLIAM H. FOX ******* 1 Building Permit # 1 Fox Company 1 1 3995 Olive Hwy. 1 Plan Check; /-Date 1 Or ov i l l e, CA X5966 1 1 916-533-2730 1 Field Check/ Date 1 Climate Zone........... 11 ------------ -------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 1 MICROPAS4 v4.50 File-ORS1600 Wth-CTZ11S92 Program -FORM MF -1R 1 1 User#-MP1809 User -Fox Company Run-ORS1600SE 1 ------------------------------------------------------------------------------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performanc=e specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. .150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum P.-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ er.filtration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEG quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project -'Title .......... PRESENTATI HOME Hate............ 09/03/96 MICROPAS4 v4.50 File-ORS1600 W.th-CTZ11S92 Program -FORM MF -1R - f User#-MP1809 User -Fox Company Run-ORS1600SE ; SPACE CONDITION-ING, WATER HEATING AND PLUMBING: SYSTEM.MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback: thermostat on all applicable heating systems. 150(j):. Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired .storage tanks or backup solar hot water tanks) have insulation blanket (P.-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank..: *150(m).: Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instruc=tions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover -for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a c=irculation pump time switch. 115: Gas-fired c=entral furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er meet 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1. C: -2R --------- -- -------------------------------------------------------- Pro.ject Title.......... PRESENTATI HOME Date..:...... 09/03/96 Project Address........ CALENBAR WAY --------------------- PARADISE *v4.50* f ; Documentation Author... WILLIAM H. FOX" ******* Build'ing Permit # For. Company ; 3995 Olive Hwy. Plan Check, / Date Oroville, CA 95966 i 916-533-2730 1 Field Check/ Date Climate Zone........... it --------------------- Compliance Method...... MICROPAS4 v4.5O for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-ORS1600 Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1600SE ; M I CP..OPAS4 ENERGY USE. SUMMARY - Energy Use Standard Proposed Compliance = - (kBtu/sf-yr) Design Design Margin = = Space Heating.......... 13.31 11.74 1.57 = - Space Cooling.......... 10.93 14.02 -3.09 = = Water Heating.......... 13.60 11.75 1'.85 = - Total 37.84 37.51. 0.33 = _ * * Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1.600 sf Building Type .............. Single Family Detac=hed Construction Type ......... New Building Front Orientation. Front Facing 245 deg (SW) Number of Dwelling Units... 1 Number of Building Stories.. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage....... . Average Glazing U -value.:.. Average Ceiling Height..... Slab On Grade 1 12869 cf 1088 sf 1088 sf 1088 sf 17.1 % of floor area 0.56 Btu/hr-sf-F 8 ft COMPUTER METHOD SUMMARY Page 2 C -2P. Project Tit 1 e........... PRESENTAT I HOME Date.......... 09/03/96 ~ MICROPAS4 v4_50 File-0RS1600 1Jtfi CTZ11S32 Program -FORM C -2R Y ; User#-MP18O9 User -For Company Run-0RS160OSE ; Zone Type HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Roof 10 Door BUILDING ZONE INFORMATION FIoor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Csf') tcf? Units itioned Type (ft) (sf) 1600 12869 1..00 Yes Setback. 8.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ (sf) value R-val Azm Tilt Gains Reference Comments 148. 0..065 17-8 245 90 Yes W...19..2X6.16 outside 224 0.065 17.8 245 90 Yes W.19.2Xb.16 outside 234 G.- (&65 1.7.8 335 90 Yes W.. 19..2X6..16 Outside 213 0.065 17.8 335 90 Yes W.19.2X6.1.6 Outside 234 0..065 17..8 65 90 Yes W.19..2X6.16 Outside 148 0..065 17.8 65 90 Yes W.19.2X6.16 Outside 220 0..065 17.8 155 90 Yes W 19.,2X6.16 Outside 116 0.065 17.8 155 9.0 Yes W.19.2X6.16 Outside 10S6. 0..031 30. 245 40 Yes R..30.2X4..24 Attic 20 0.330 0 245 90 Yes None Solid Wood Sur f ace HOUSE li S1abEdge 12 S1abEdge PERIMETER LOSSES --------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 98 0.7' 0 R-0 No 12 0.900 R-0 No FENESTRATION SURFACES --------------------- Vent Open U- Ap=t Type value Azm --- ------ ----- --- Slider 0.540 245 # of 0.540 245 Slider Area Pan- Frame Surface ----------- (sf) es Type HOUSE ----- ---- ------ 1 Window 24.0 2 Vinyl 2 Window 16.0 2 Vinyl 3 Window 16.0 2 Vinyl 4 Window 16.0 2 Vinyl 5 Window 6.0 2 Vinyl 6 Window 16.0 2 Vinyl 7 Door 17..0 2 Wood 8 Window 10.0 2 Vinyl 9 Window 12.0 2 Vinyl 10 Door 20.0 2 Wood 11 Window 24.0 2 Vinyl 12 Window 10.0 2 Vinyl FENESTRATION SURFACES --------------------- Vent Open U- Ap=t Type value Azm --- ------ ----- --- Slider 0.540 245 Slider 0.540 245 Slider 0.540 245 Slider 0.540 335 Slider 0..540 335 Slider 0.540 335 Fixed 0.490 335 Slider 0.540 335 Slider 0.540 65 Fixed 0.490 65 Slider 0.540 65 Slider 0.540 65 SC SC Interior Glass Int Shading/ Tlt Only Shade Description --- ---- ---- --------------- 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0..78 Drapes.Std 90 0..88 0.78 Drapes.Std 90 0.86 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......-....... PRESENTATI HOME Date........... 09/03/96 --------------------- MICROPAS4 v4.5O File-ORS160O Wth-CTZ11S92 Program -FORM C -2R. User#-MP1803 User -Fox Company Run-ORS160OSE f ---------------------------- ------ ---------------------------------------- FENESTRATION SURFACES SC SC Interior U- Act Glass Int Shading/ value Azm Tlt Only Shade Descripti..n ----- --- --- ---- ---- --------------- 0.540 155 90 0.88 0.78 Drapes.Std 0.540 155 90 0.88 0.78 Drapes.Std 0.540 155 90 0.88 0.78 Drapes.Std 0.800. 245 40 0.88 0.88 None 0.800 245 40 0.88 0.88 None OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin=-- ---Right Fin -- S1 abOnGrade Area # of 28.0 Vent F.-0.0 Left Area Pan- Frame Open Surface ----------- (sf) es Type Type 13 Window ----- 35.0 ---- 2 --------- Vinyl ------ Slider 14 Window 4.0 2 Vinyl Slider 15 Window 16.0 2 Vinyl Slider 16 Skylight 16.0 2 Metal Fixed 17 Skylight 16.0 2 Metal Fixed SC SC Interior U- Act Glass Int Shading/ value Azm Tlt Only Shade Descripti..n ----- --- --- ---- ---- --------------- 0.540 155 90 0.88 0.78 Drapes.Std 0.540 155 90 0.88 0.78 Drapes.Std 0.540 155 90 0.88 0.78 Drapes.Std 0.800. 245 40 0.88 0.88 None 0.800 245 40 0.88 0.88 None OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin=-- ---Right Fin -- HOUSE 1 S1 abOnGrade Area 3.5 28.0 0.98 F.-0.0 Left Rght S1abOnGrade 871 3.5 28.0 0.98 R-2.0 Surface ----------- (sf) ----- Hght ----- Wdth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth ---- Hght Ext Dpth Hght HOUSE R-0.0 WALL ---- ---- ---- ----- 1 Window 24.0.4.0 6.0 7.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 16.0 4.0 4.0 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Door 17.0 6.67 2.67 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Window 10.0 5.0 2.0 2.0 0' n/a n/a n/a n/a n/a n/a n/a n/a 10 Door 20.0 6.67 3.0 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 24.0 4.0 6.0 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 4.0 2.0 2.0 1.5 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat ------------ Conduct- Surface Mass Type --------------- ------- (sf) (in) ----- Cap ----- ivity -------- P. -value -------- -------------------------- Location/Comments HOUSE 1 S1 abOnGrade 217 3.5 28.0 0.98 F.-0.0 Exposed '2 S1abOnGrade 871 3.5 28.0 0.98 R-2.0 Covered 3 InteriorHorz 28 1.0 24.0 0.67 R-0.0 Tile Counters 4 InteriorVert 60 4.0 21.0 0.59 R-0.0 WALL System Type HOUSE Furnace ACSplit HVAC SYSTEMS ------------ Minimum Duct Duct Duct Efficiency Location R -value Efficiency 0.800 AFUE Attic 10.00 SEER Attic P.-4.2 0.880 R-4. 2 0.870 COMPUTER METHOD SUMMARY Page 4 C-2R ------------------------------------- Project. __________________________________________ ----------- Title........... PRESENTATI HOME Hate..,.. •..... 09/03/96 M I CROPAS4 v4..50 File-ORS1600 Wtfi-CTZ 11 S92 Program -FORM C -2R . ; User#-MP1809 User -Fox Company Run-ORS1600SE ; WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) P. -value 1 Storage Gas Standard 1 0.60 50 R-12 SPECIAL FEATURES/REMARKS ------------------------ HVAC STZING Page 1. HVAC Project Title.......... PRESENTATI HOME Date... 09/03/96 Project Address........ C:ALENBAR WAY *** --------------------- PARADISE *v4.50* Documentation Author... WILLIAM H. FOX 1 Building Permit # Fox x C� �mpany 3995 Olive Hwy. Plan Check / Date Or civ i 1 1 e, CA 95966 916-533-2730 1 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MIC:ROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-ORS1600 Wth-CTZ11S9' Program -HVAC SIZING User#-MP1809 User -Fox Company Run-ORS1600SE ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Floor Area ................. 1600 sf Volume... 12869 cf Front Front Facing 245 deg. (SW) Sizing Location............ PARADISE Latitude ................... 39.8 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 99 F Summer Inside Design....... 78 F Summer Range.. ...... 34 F" Interior Shading Used Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY Ducts. ......................... 2234 2129 Sensible Lead .................... Latent Load ...................... Minimum Total Load 24574 23424 n/a 7027 ----------- ----------- 24574 30452 Note: The leads 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 c=onsidered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar ...... ----------- 8843 ----------- 3402 Glazing Conduction ............... 6177 343 Glazing Solar .................... n/a 10342 Infiltration ..................... 7320 2208 Internal Gain .................... n/a 2100 Ducts. ......................... 2234 2129 Sensible Lead .................... Latent Load ...................... Minimum Total Load 24574 23424 n/a 7027 ----------- ----------- 24574 30452 Note: The leads 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 c=onsidered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. RESIDENTIAL, 30.1-4—„90B,=P, E X09-35 - CHANDLER, , r Richard i 4335 Calernbar, Paradise (garage) ;t 00-1 • Y /05- r: J” as , } st OFFICE COPY Address GAS 'Date- ti Meter By ateELECTRIC ELECTRIC Meter By Date/��G ' ,JOB FINALED (Date) — Signature COUNTY OF.BUTTE 'DEPARTMENT OF PUBUIC WORKS h'ill 196 Memorial Way, Chico --� Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541*,, 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ClHla,,Jd /eA 310jy OWNER PERMIT NO. A routinb inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when c"ctio,n of work is completed. If you have, -any question pertaining to this eed-additional explanation, please contact this office immediately. d C 1A,4d,--JS 44 000-A( V Date— C, Inspector Cv-4 v=ok _ J=Not OK = Not Readyable ' MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or'/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DEC , COVERS, CARPORTS, GARAGES, (Plans)OK except #'s VzVfng Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. De ; Griders and/or Jois,W Decking -Bracing -Stairs -Rails ood Awn-.; Posts- s-Rftrs.-Coonectors Sh -Rfg:-B a ' g 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Car s; Windows -Doors ectric rmg; Sils-AncFors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11xt Steps -Doors -Landings DateP-/-/f-VCard B-1 Date 11, Card B-1 Date �% /- rd B-1 Date - - Card B-1 Date POOLS (Plans) OK cept #'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 -Pane lboa rds- 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 B-1 �/ J=OK O = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties -Pu rlin -roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalis, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One 3' -Check Garage -3rd 2 Exits 8. Piers -Fireplace Ftg.-Steel -Story, 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground 57. Glazing Area -Glass Protection -Skylights -Plastic 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting _ 65. G.F.I. & Bath Fixtures & Tub Access -Spa Date Card B71 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except #'s 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor-Mech. Protection 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except #'s 83. Vents Above Roof; PIbg.-App liance-Firep lace. -Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87. Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card B-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing each time you visit job site) (NOTE: An entry must be made TO FROM: SUBJECT: Build.ina Department Environmental Health Sanitation Clearance /-Q- Vj C-4— L-11 ? -,?-f et,�eA-r,) Location AP.# owner Plan Approved for: Hold final for: Sevace Disposal Water Supply Final clearance O -X- for.*/ . clearance for )-- bedroom MoblTe home. other NOTE * * * Water Supply Water Supply - ------------ 7-/�- Date sanitarian MW M %is ,set of plans and specificationsmott 6 it on the job at all times and it'is unlawful. to ke any changes or alterations on same wW out written permission from the Department of Public Works, County of Butte. Moferiah & NvFkrorahip shoo 9. =wdanc p with, Recognized Good Praer IM dw Of 42.qua% prescribed for the S Mad a* to as PeC Uniform Building, Plumbing & MftlanW Codes and 'the Notional Electirical code. X1__.1. ;- __ _... - -� -_ :_ _.�._. � -______.._.._:_ 4 ?o U T1 L 17-f �c ..property lines aM a setback fol 50 ft• from the road' centerline shall be clear of structures or equipment except 494E 94S-46 M IF,,) 7- &_64,e OF A&- C-4sc-," evIL5 X1__.1. ;- __ _... - -� -_ :_ _.�._. � -______.._.._:_ 4 A Set" of 5 ft. from thef �c ..property lines aM a setback fol 50 ft• from the road' centerline shall be clear of structures or equipment except For a 2 ft. eave ovedmng.A#P &_64,e OF A&- C-4sc-," evIL5 BUTTE COUNTY SUILCONG DEPAMMENT A 4-e K7 • APPROVED L13 3 9' WAY A t rl 6 0 f- 0 - 0 3S pk� j:44 h L e=-----� • . R' Ds n r c�l ^_A 11 0 Y � l� z t, n h L e=-----� • . R' Ds n r c�l ^_A 11 0 o l� z t, n ' � k Q ` I h L e=-----� • . R' Ds n r o t, Q h L e=-----� • . R' Ds n r t, Q h L e=-----� • . R' Ds n r DGt a � d1s In_ Aeg %PA.I)F Sl4lt0&LES K WAF2lA) G � Sai"� i r M , -4 — L Lk ---- - DOW O,J'•lJIFST 3 IUE. QX Ll DF i r CAST a I.00ST U_f..VATJOrJ y �• . 00woo FKW •: + BUTTE COUNTY 7 I ;ZOO A M� Al PROVED srj-Epi. '- .. •� SeN«e FRS Kt 4t- o:iFP;iS`e� �:G• -+ + /ri_^H ,r E?C �' 1tiGC i � �Le. Jf?71.:i, - 3 y ...; � i/�3� .G'i�tF-•-�rJd..r� GA k: vp''�p/' t'r�G J�rat':1 �r=•�FDiSE� .l�Q. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: /, � �jL� r BUILDINGP ER: c//6 PLAN CHECKER: 1 A. P. NUMBER: `�/- d 3<5 F g requirements: (side yards and number of permitted living units). tion. signed by designer. r description of work on application. ng violations on property. on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures._7:.:: Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). / F.A.U. & F.A.S. road setback. J _ Building or utilities across lot lines (Record form). -�--- -- - Complete to scale plan with dimensions. / . Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipmen other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. gg�UCT DETAILS' Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 1-6- Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calx if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 NG-9dE'LLANEOUS ITEMS TO LOOK OUT O : ; o Stairway details: landings, rise and run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts.,,, Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. c') 1�5 7' Ag �-.5 ,0 le-?j�' � r_� -, 7/ ,� July 1996 3.3 BUILDING DIVISION - COUNTY OF BUTTE - DEPARTMENf OF DEVELOPMENT SERVIC 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538= AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. q&_8 Agricultural building is defined as4ollows: Agricultural building is a structure designecl/and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. O O 0Y0 _ 03Y ZONING ��a OWNER Ja Yyt a- £ �Cci ZI leehL f re's e +et1 PHONE NO. 872- 17.3 OWNER'S ADDRESS L13 3 S � 'rh �4 ✓ (,tea PG ✓2 �ise 5�/ (o LOCATION OF BUILDING y335 C ern b4✓ Wag USE OF BUILDING Ba r h _ RoY Se s a % 'ka SIZE OF STRUCTURE 2 X Z g _ 5 6 0 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME V STEEL CONCRETE OTHER (Specify) TYPE OF SIDING r ROOF C V I G FLOOR TYPE I / ESTIMATED COST OF CONSTRUCTION $ 3500 -- AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. . AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation ' USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements�in-effect at that time and before occupancy. Date -7 -2 q-% Permit Fee - $60.00 Receipt No. LO Z232— Signature of The above descrjbeAG Building is exempt from a building oermit FLOOD I PARCEL I P.D. I ROOFING ISS Manager Buildin Di 1 1 n By Date % 30 lb White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant :. ;.'�,. : � 4:, :::.t:r+..-:.,+:.. i•�+�,.�. S.w. .`.i�+Yi:: �:A• e�ya.y�'x-:niY+:a43'���i 'e�Yrev+._. .r-•'y4,.1•;..:.gna�cswtif.h�V.1✓r.rw++r..:,...,�...+... .,f-�. f.. ... COUNTYOF BUTTE - DEPARTMENTOF DE ELYOPMENTSERVICES -BUILDING DIVISIOW, 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET r OWNER cJ 1 R eSa j ni n A. P. No. q1- D qo - D _.- Proposed Building Use I �� �%r 2a'�M Building Inspector 10- Date Z 6" At time of ermit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. All items have been submitted . ........................................ Plot plans, 3/4 sets, signed by preparer of plans. ......................... . Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ "Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ..................... . Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $......................................... Impact fees as shown on attached schedule. ............................. . California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer . ................. . Sanitation and plot plan approval Health Department . City of Chico plumbing permit . ...................... ................ . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: . ......... Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). ...Pr 4n ea o; r6adest Pre -inspection for required. . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . ......................... . Owner -Builder Verification (Given to owner , Mail to owner ........... . Recorded copy of Agricultural Acknowledgement Statement . .................. . Letter of signature authorization . .................................... . . Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... Letter of intent on building use . ........................................ . Mobilehome utility clearance . ......................................... . Documentation of legal access . ..................... :.................. 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. ............................ 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office Iver with inspector. Other Parcel Creation Acreage Applic nt Date Copy of Haz-Mat form sent Health Dept. Fire DeV 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 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive.- groville, California 95965 - Telephone: 916/538-7541 0/ APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 041-agn-nic; ZONING BUILDING PERM OWNER Richard Chandler TELEPHONE -1205576 SO. FT. OCC. BUILDING VA ION 8 064.00 OWNER'S MAILING ADDRESS 2505 Es lanade 11 Chico 26 CONTRACTOR' NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Same Fireplace CONSTRUCTION LENDER Nonp UNKNOWN Total Valuation 1$8.064.00 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 74.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 42.25 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS - Penalty $ BUILDING ADDRESS Permit fee $ .7 PLUMBING PERMIT Filing Fee 10.00 4115 Calernhar, Each Trap 3 2.00 6.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Garage SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 5.00 Mobile Home S I G I W 10.00e TYPE OF WORK Newt Addition❑ Remodel El Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ 26.00 Contractor ELECTRICAL PERMIT Filing Fee 110.00 Main service jp0 V OR LEAMP ORSLESS 1 10.00 10. 00 Main service EA. ADD'L too AMP 1 2.50 2_50 CONTRACTORS LICENSE LAW 1 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 force and effect. Icense No. Classification Ff 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 NEW CONST. ( DWELLING 0 CUP.&) ACDNS. ACC, BLDGS. X 2/4sgft 14,40 NEW C.NSTOR NON.RESID R BRANCH CIRCUITS 2.50 ea (POWER APPARATUS tri SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 2o®soe eAL®30 D APLNS Ex. Occup. our ETS (RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc.6yirin g 15.00 Permit Fee $ 36,90 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 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ 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 sequence of the granting of this permit. 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 $ Energy inspection Fee $ occ CONST TYPE A TOTA L FEE HAZ cuA PARK L P P Ho I su This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees ETOR F PUBLIC By PERMIT EXPIRE Date the applicable provi- resolutions to do have been paid. WORKS //o� Date Receipt No. 70773 WHITE-D.P.W.. YELLOW-ASSLSSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER e)wl - O 9 — D- o 35- ZONING BUILDING PERMIT OWNERTELEPHONE 1 C e+ e+W_ rJ OH,4 A-) 10 i—A /e /. -l.2 O S S0. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRE55 ,Som C111Co C4. CONTRACTOR -5 NAME IG= TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUs�TION LENDER /tJ4 1,0, 0E UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS ,✓ Penalty $ BUILDING ADDRESS 33 S e- �- �R�f`�O�S� Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap V Solar or heat pump water heater 772.00 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE: SFC] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home JSTG FW7777 0.008 TYPE OF WORK New29 Addition[] Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Q(J Main service EA. ADD'L 100 AMP 2.50 a . CONTRACTORS LICENSE LAW I 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 El 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 NEW CONST. ( DWELLING OCCUP.&) OR ACDNS. ACC. aLDGS. // ft �2LSga NEW CONSTRES'.. R -11C. NON.P.ESID BRANCH CIRC ITS 2.50 ea (POWER APPARATUS e1 SINGLE OUTLET CIR. / Ex. Occup OUTLETS OR FIXTURES 20 ®30¢ eALO 30C FIXED APPLNS, OR Ex. Occup. OUTLETS (RESID.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee$ , Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ 1 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. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation Permit Fee $ 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 Countyor 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 Date Signature of Applicant — Owner Contractor �J' Agent 71p An OSHA permit is required for excavctions ave. 5'0" deep and demolition or construct- ion of structures over3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz cuA PARK scHl FSO PAR PD HD ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the appiicable provi- resolutions to do have been aid. WORKS Date Receipt No. � 77?� -ITF-O.P.W.. ♦gLL0W-♦53/5Sn urt-145PFCTOP. GOLCS.NPOO-AP•LICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS, 7 County Center Drive, Oroville, CA 95965, Richard Chandler 2.50.5 Esplanade #11 Chico, CA 95926 With reference.to the above subject: Attached is: OTHER PHONE:: 916-538-7541 DATE September , , 4 999 RE. Permit appin 33014-90 for garage A.P. # 41-09-35. Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engr. Calcs Typical Plan Sheet Owner -Builder Verification Form List of Codes Enforced XWe need the following information: Permit application signed and completed where indicated with all copies returned. Fees of $ payable to Butte County Treasurer. Certificate of Workmen's Compensation Insurance or check exemption statement. Contractor's License Law information or check exemption statement. Complete plans in including plot plans. Plot plans in Structural details in Complete plans and calcs in by registered engineer or architect. Energy design including Street and drainage improvement plan approval from Land Development Section (DPW). sets of plans in accordance with the changes marked in red. XXX_ Sanitation approval from Butte County Health Department at: 196 Memorial Way,' Chico XXXX 7 County Center Dr., Oroville for garage Skyway & Elliott Rd., Paradise Planning approval from Butte County Planning Department, 7 County Center Drive, .Oroville, for Completed Owner -Builder Verification form. Recorded copy of deed showing Recorded copy of agricultural acknowledgement statement. Ll OTHER Should you have any questions concerning the above, please contact of this office. JFG/aj Yours very truly, William Cheff Director of Public Works J.F. Glander Chief Building Inspector COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538_7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. .1�111. I personally plan to provide the major labor and materials for construction of the proposed property improvement yes or no) (, 2. I have have not) signed an application for a building permit �7 for t e proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name .11 Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work Name AddressCity Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address . Phone Type of Work j� Signed: / \ Property Owner Social Security Number Date NOTE: This Owner -Builder Verification is sent to you as. required'by Sections 19831 and 19832 of the California Health and Safety Code.. This verification must be completed and returned to our office before we are per- mitted to issue the permit. r� ! 7'v�_41'f Tsaid,_WT "UMMM- `pf `��y� 7+-r .• "k:.��+�=dam`• ` .: �d-�v COUNTY OF BUTTE -�� PARTMENT OF'PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL:LE' CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET i Permit No. OWNER IGI7y f G /" �L� /G..� A. P o. VI—eq-0 Proposed Building Use Building Inspector Date r At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 3. 4. 5. 6. 7. 10. 11. 12. 17. 18. 19. 20. 21. 24. 25. 26. 27. All items have been submitted. Plot plans in duplicate/triplicate, signed by preparer of plans........ Complete plans in duplicate/triplicate, signed by preparer. of plans . . Complete engineered plans and calcs, with wet signature on plans .. Hazardous Material Form ......................................... . Energy Design Compliance and, supporting documentation ......... Statement of Intent for Non -Heated and AC Buildings ............... Engineered truss details and layout in duplicate (required prior to plan check) Mobilehome installation data including manufacturer's installation instructions...................................................... . Fees of $ ........................ Chico Urban Area fees paid ................. ............... .... Park fees paid ............................. `.................... Scaool Is nct fees paid .............. Sanitation approval from P19 12'Health Department City of Chico plumbingf.permit•...."............................. . Plot plan and business llcenseoap.proval from City of (see City for other requirements) Planning approval for -(.A,) Use: (B) Parking: ...... Improvements may be required. Contact Land Development Section DPW Driveway permit (construction approval required prior to occupancy) Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) Contractor's license information (No., Name Style, Classifications ... Certificate of Workmans Compensation Insurance .................. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 1', Recorded copy of Agricultural Acknowledgment Statement ......... Letter of signature authorization ................................... Whzen�issue the permit, process follows: mail o7ner. Telephone��Z0 S and hold for pickup at _office. Other Mail to contractor. t. _Deliver w. /inspector. Applicant �y �l�L Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. \ Fire Dept. Other Date By. qD The following data must be submitted prior to 1. Index permit for above items No. it)ssuance: (Circle new item not checked above), 2. Additional items required: Vii, t Contractor, designer, owner, was advised of above required data by_phone---nail—counter bV ..date Contractor; designer, owner, was advised of above required data by_phone_mail_cou er by - date Plans checked by Date Pla s approved by `, Date Sets of plans on hold in File cabinet AP folder Copy—DPW TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance I owner Location APO Plan Approved for: Sewace Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: . Water Supply Clearance for bedroom mobile home. Other NOTE * * * s -i- nitar�-an D a I ReLurn"to DPW AGRICULTURAL ST4E'MENT OF ACKNOWLEDGEMENT v FOR RESID NTIAE DEVELOPMENT Section26;W.f of the Butte County ` .Code re yuires 'Ith.is acknowledgement be recordedprior. to -issuance of *a building permit. 90-..038590 `L'hc property described herein is adjacent R e c F e e Check: 7.00 to land or i.ncluded within an area zoned Recorded 7:00 for agr.i.cul.tur.al purposes, and residents Official' Records. ; of this property may be suh.-ect to incon- County 0 , ven.i.ences or d i.scomfort arising from the iButte use of agr.:ic:ult..ural chemicals, :including, : Candace J. Grubbs ; but not limited to herbicides, pesticides,. ,Re.corder ; and . fert:iTi•r_ers; and from the pursuit ! 8:39am 7 -Sep -90 ; of agi: i.c:u.l tural operations i ncluding, -_—_ _ X '2 but not: limited to cultivation, plowing, -- spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established ijgI-ic.u.l- tur.al zones which have as a priority use for productive agricultural purposes, and r.es.i.deuis within said zones and on adjacent property should be prepared to accept such i M.-Oilvenierlcc or discomfort from normal, necessary Farm operations. All that real property situate in the CounLy of Butte, State of California, dc:�cr.ibed as follows: ,� jQ/7�1 G� / fF lJ %�7L1�`u!� T rs Date: _ c-' PROPERTY OWNERS: LiJ�a 117. State of. On this the (,4h day of7CM6f� A -199, before me, SS. the undersigned Notary Public, personally appeared County of_`%IF" ) k1QAARica Q OAAddC-FRS _ LU)11Yl0A m UtlrlQ LERJ _ Personally known to me. n Proved to me on the h�isis of satisfactory ev:ideii(.�e. to be the person(s) whose name(s) _ subscribed to the within instrument and acknowledged that. executed the same for the purposes therein contained. 'I'N WETNESS WHEREOF, I hereunto set lily hand and official seal. Present A.P. No. OFFICIAL SEAL . DIANA ERICKSEI TARP PUBLIC -CALIF( BUTTE COUNTY MY COW. EXP. AUG. 31 Notary Publ-ic 7cc 8pl Order No. 36034 P157.78: DESCRIPTION 859n i�; 1 ,that certain real' property situate in the County of Butte, State of California, described as follows: PARCEL A: Parcel 2, as shown on Parcel Map of a portion of Sections 4 and 5, Township 21 North, Range 3 East, M.D.B. & M., which map was filed in the office of the Recorder of the County of Butte, State of California, June 25, 1980 in Book 77 of Maps, at page 16. TOGETHER WITH & RESERVING THEREFROM a non-exclusive easement for road and public utility purposes as shown on said Parcel Map. PARCEL B: A rig t of way for road purposes, 40 feet in width, over an existing road which traverses the Southeast quarter of the Northeast quarter; the West half of the Southeast quarter and the Southeast quarter of the Southwest quarter of Section 33, Township 22 North, Range 3 East, M.D.B. & M., in the office of the County Recorder of said County. PARCEL C: A right of way for road purposes 60 feet in width fror- m the point of intersection in the North line of Parcel A described, -above, of an existing road and running thence Westerly near-tiier'said North line to a point of intersection with the East line=of`Section 4, Township 21 North, Range 3 East, M.D.B. & M. in the..`0f.fice of the County Record of said County. PARCEL D: A right of way for road purposes, 60 feet in width, from said point of intersection of said existing road and said North line and running Southerly to the South line of said following described property: Lot 2, of the Northeast quarter; the Southwest quarter of the Northeast quarter; Lots 3 and 4 of the Northwest quarter, the South half of the Northwest quarter and the Northwest quarter of the Southeast quarter of Section 3, Township 21 North, Range 3 East_, M.D.B. & M. PARCEL E,. A non-exclusive easement for the purpose of ingress and egress, public utilities, and free passage of live stock over real property described as follows: A strip of land 60 feet in width lying Southerly of and adjacent to a line described as follows: BEGINNING at a point in the North line of Section 4, Township 21 North, Range 3 East, M.D. B. & M.; said point being 60 feet West of the Northwest corner of the Northeast quarter of the Northwest quarter of said Section 4; thence from said point of beginning Easterly along the Northerly line of said Section to a point in the centerline of the McKay Ridge Road and the end of said line. EN® OF DOCUMENT