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Home My WebLink About018-040-006FAILURE TO FINAL SINGLE FAMILY 8/26/98 011-710-006 PERMIT#96-1820 FARRAR, Jeff Falcon's Pointe Dr., Chico Cont: Steve Sicke Retaining Wall & Grading PERMIT #97-1164 BPEM(new SF) Contr:-Steve Sicke PIAML 511-00 011-710-006 PERMIT#97-1807 FARRAR, Jeff & Shirley 45 Falcons Point Dr., Chico Transfer BP#97-1164 to Owner F --an 011-71-0-006 99-0404 BPE FARRAF,, Geo-ffrey 45.Falcons Pointe, Chico (new swimming pool) Hill & Assoc. ,'//U/G oe04 Do 4j lk Y RESIDENTIAL a PERMITf011-710-006 PERMIT#97-:1164P�� !FARRAR, Jeff & Shirley i PERMIT 145 Falcons. Pointe, Chico Cont: Steve 4XW 16 -1 —f % ��^- OWNER New Single Family X24&pill BGG` v CONTR. ASSESSOR PARCEL U O LOCATION Of ©. a ;hod �i �,� � �.�"` �;(,� p �� ` � r N •�• seep �-� c a.�,O p �o.rc�.l OFFICE COPY /(/l��Q✓ 0 /�% //%% Address {IV GAS Meter By Date!` ELECTRIC Meter ByDat Ole-' t�VV %vaA. -6�� /c l/-�5 ye Temp. Power Pole Off/ Called PG&E Temp. Elec. Service Called PG&E mj-^l O `< (,�O�C t- Temp. Gas Service Called PG&E j JOB FINALED (Date) Signature '- V=OK O = Not OK. Not ' = NotRepady MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) Z5K except #'s 1. Zoning Requirements - Setbacks - Easements Card B-1 Date 'Card B-1 2. Soils; Special MH Support Sketch Card B-1 Date Card B-1 3. Sewer, location-Test-FallCIOConcrete MOBILE HOME INSTALLATION (Plans) OK except #'s 4. Water, Location -Test -Easement Needed (S tch) 1. Zoning Requirements- Setbacks Easements S. Electricity; Location-Clearances-Dmd-/ /Amp -Concrete 2. Footings; Size -Spacing -Marriage Line 6. Gas; Location -Test -Wrap; / /"LYL / "L or/ /"L."fL/ /LPG 3. Gas; MH Test DemarKWakre-Connector 7. Well Clearance & Disconnect 4. Electricity; MH Test -Crossovers -Breakers -Clearances 8. Utility Clearance MISCELLANEOUS Date DECKS, COVMS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils•size-DepthSpacingConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4, Wood Awn.; Posts-Beams-Rttrs.Conneckxs Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns-ConnectionsSplkx-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Skiing; Nailing-VeneerShic oMesh 10. Roof; Shthg-Roofing 11. Ext; Step�Doors-s-Landings 12. Braced Wall. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/SCirculating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light NIche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 DemarKWakre-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fell -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVMS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils•size-DepthSpacingConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4, Wood Awn.; Posts-Beams-Rttrs.Conneckxs Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns-ConnectionsSplkx-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Skiing; Nailing-VeneerShic oMesh 10. Roof; Shthg-Roofing 11. Ext; Step�Doors-s-Landings 12. Braced Wall. Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining - 4. Elec.; Receptacles and Lighting, Distance-GFI S. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/SCirculating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light NIche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 3 = Not OK = Not Applicable Not Readv except RESIDENTIAL (Single & Duplex) Main; Soils-Elec. Gmd.-/ //Ftg. Depth L)/4_-' F arage; Soils-Steel-Elec. G d//"t-/` Ftg. Dep . Porches & Decks; SoilsSteel-/ C Ftg. Depth mwalis, Main; Steel-Blockouts-Wrapped temwalls, Garage; Steel-Blockouts- Wrapped n // W Fjofd Downs and Special Anchors n e n U B/Piers-Fireplace Ftg.Steol 9. -D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test was Pipe; Size Anchors - Yard Gas Piping; Size Test atsr Pipe; Test -Anchors -Regulator -Service Test & Ducts; Access & Ventilation Insulation Date YQW ///" v06M B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s ?jejxture & Transformer Clearance -Ins. Protection 24AIec. Receptacles Spacing -Lights & Switches at Doors 25%Sjm Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. Eqwip. Ground made up w/Mech Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI In ted Neutral 0 Yes 0 No S ce-Riser Conductors & Ground -Main Disconect Ecyti¢' . Clearances Panels -Motors -Meth. Epuip. . CC es Closet UghtShower Light -Spa Light AeSmoke Detector Date jrjr,7 JR4 Card B-1 l�� Date Card B-1 Date p'(/'u CardB-1 Date Card B-1 Date ;r 4ECHANICAL (Permit) OK except #s '. Ducts Insulation & Support V t Fan, Exhaust above insulation k�johdensate Drain & Overflow, Size & Grade Fur�ance-Vent Access -Comb. Air -Return Air Vent 115 outlet We'Aftic Access & Platform if Furnace in Attic Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date W>, Htr.; Vent -Access -Combustion Air Baffle via)er Pipe; Test & Anchor -Nail Protection ' • b V."Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access V �ub & Shower, Second Floor -Tub Access Gas Pioe: Sfie & Anchors Date YQW ///" v06M B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date LECTRICAL (Permit) OK except #'s ?jejxture & Transformer Clearance -Ins. Protection 24AIec. Receptacles Spacing -Lights & Switches at Doors 25%Sjm Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. Eqwip. Ground made up w/Mech Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI In ted Neutral 0 Yes 0 No S ce-Riser Conductors & Ground -Main Disconect Ecyti¢' . Clearances Panels -Motors -Meth. Epuip. . CC es Closet UghtShower Light -Spa Light AeSmoke Detector Date jrjr,7 JR4 Card B-1 l�� Date Card B-1 Date p'(/'u CardB-1 Date Card B-1 Date ;r 4ECHANICAL (Permit) OK except #s '. Ducts Insulation & Support V t Fan, Exhaust above insulation k�johdensate Drain & Overflow, Size & Grade Fur�ance-Vent Access -Comb. Air -Return Air Vent 115 outlet We'Aftic Access & Platform if Furnace in Attic Date r, .4q3AMING (Plans) OK except #'s i roper Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound ,Deacing Walls over Girders & Floor Nailing D top in Walls (rat proof) at! <34FStops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) Vt/Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring 48. rreplace Ties or Type A Flue -Fireplace Throat clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill HgL & Dimensions arage Fire Protection Framing Property Line Firewall & Openings.• Doors -One 3 -Check Garage 3rd Story, 2 Exits V/Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 156. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers r - iding-Nailing Veneer 1,26cco Mesh -Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts ce Interior / Exterior Wall Panels MA Insulation -Walls -Ceilings A. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s t Steps -Door & Sidelight Protection -Landings oke Detector Furnace; Vents -Clearance -Comb, Air-Conector- Garage; Above Floor -Ducts -Meth. Protection ed'room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 68. I . rim & Subpanel, Breaker Sizes & Labels fairs & Rails re ace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. V.Zit. Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 91. Elec. Outlets & Recepticales at Kit. Counter Gjarage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. ly&rage; Above Floor -Meth. Protection b., Elec. & Mech. Equip. Listed for Location . Elec. Receptacles in Garage (G.F.I.)-Romex Protection 39. Insulation -Foam -Looked in Attic 80. Gu d rails & Deck Construction -Post Caps 01. dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clpfarance Looked under Floor 0Yes 06. IloyAng Instld./Drive 0 Yes 0 NoN✓alks 0 Yes /Planters 0 Yes 0 No W. nit Disconnect, Electrical -Plumbing e s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W)Oater Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground $8. Yentilabon Throught House Glass Protection R0/Corcections from Previous Inspections 61.,0as Test -Meters Tagged, Gas -Electric W. Water & Sewer Connected -C/O to Grade -HD Approval 9 Energy Compliance Certicate-Other Certificates Date iq4u� Card B-1 Date Card B-1 Dates Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Date rd B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date r, .4q3AMING (Plans) OK except #'s i roper Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound ,Deacing Walls over Girders & Floor Nailing D top in Walls (rat proof) at! <34FStops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) Vt/Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Ring 48. rreplace Ties or Type A Flue -Fireplace Throat clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill HgL & Dimensions arage Fire Protection Framing Property Line Firewall & Openings.• Doors -One 3 -Check Garage 3rd Story, 2 Exits V/Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 156. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers r - iding-Nailing Veneer 1,26cco Mesh -Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts ce Interior / Exterior Wall Panels MA Insulation -Walls -Ceilings A. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s t Steps -Door & Sidelight Protection -Landings oke Detector Furnace; Vents -Clearance -Comb, Air-Conector- Garage; Above Floor -Ducts -Meth. Protection ed'room Exiting G.F.I. & Bath Fixtures & Tub Access -Spa 68. I . rim & Subpanel, Breaker Sizes & Labels fairs & Rails re ace or Stove, Clearance -Hearth Outlets at Wood Panel, Int. & Ext. V.Zit. Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 91. Elec. Outlets & Recepticales at Kit. Counter Gjarage Fire Door; Swing -Landing -Closure C. Duct in Garage -Damper Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. ly&rage; Above Floor -Meth. Protection b., Elec. & Mech. Equip. Listed for Location . Elec. Receptacles in Garage (G.F.I.)-Romex Protection 39. Insulation -Foam -Looked in Attic 80. Gu d rails & Deck Construction -Post Caps 01. dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clpfarance Looked under Floor 0Yes 06. IloyAng Instld./Drive 0 Yes 0 NoN✓alks 0 Yes /Planters 0 Yes 0 No W. nit Disconnect, Electrical -Plumbing e s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W)Oater Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground $8. Yentilabon Throught House Glass Protection R0/Corcections from Previous Inspections 61.,0as Test -Meters Tagged, Gas -Electric W. Water & Sewer Connected -C/O to Grade -HD Approval 9 Energy Compliance Certicate-Other Certificates Date iq4u� Card B-1 Date Card B-1 Dates Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 i x. `J CORRECTION NOTICE OWNER PERMIT No. A routine inspection indicates that the following violations of Butte County Ordinances exist at thea ove address and should be corrected. Please notify this office when correction of work is�om le ad If you have any questions pertaining to this matter, or need additional explanation, pl s contact this office immediately. r-�►Z V 44Lt ADcnc c tom+' /--ksq6�. F3Tcc- �E 1 X"Ai- — Date REV 10/92 Inspector / lop �•w-�.r.-.w:�..�„:.-^.�.+k..-`n-rte`+�. •��, r�` 'S•..;..�,''.�-.r .-:t�.�v:. . � ,`�:.r'.'�-�S__ x COUNTY OF BUTTE�� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES k •411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541° CORRECTION NOTICE ��rl OWNER PERMIT NO. A routine ins3ection 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. ,VEAT-�e YVOr. Date�17/Inspector A/j/_V-�,�/ REV 10/92 �— A = COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89172751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �7-Il6 OWNER PERM NO. A routine inspection indicates that the following violations of butte county Ordinances exi t at the above address and should be corrected. Please notice this office when correction of work is completed. 1 you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �I�Ak P4 w bGCIlZ f7C V 1W/V4 I NO. 846 (p01 05/10/00 13:33 SACRAMENTO INSULATION 4 8915175 CERTIFICATION OF INSULATION ADDRESS OR TRACT • SACRAMENTO INSULATION CONTRACTORS 0 Q P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. 0202026 w 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. 0202026 P.O. BOX 9651, FRESNO. CA 93793-9651 LIC. #202025 P.O. BOX 1631, RENO, NV 89505 LIC. #10675 3326 A PONDEROSA WAY, LAS VEGASfjNV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE QF INSULATION TYPE OF INSULATION MATERIAL F113ERGLASS MATERIAL FIBERGLASS MATERIAL FIBERGLASS, FOAI.t BATTS FORM BATTS $ BLOW FORM + BATES MANUFACTURER'S PRODUCT I.0 MANI JFACTURER'S PRODUCT 10 MANUFACTURER'S PRODUCT 10 MANUFACTURER MANUFACTURER MANUFACTURER ocF OCF ocF _ SAGS -R - VALUE APPLIED ...' '. THICKNESS R - VALUE INSTALLED ' APPLIED THICKNESS MIN.INSTAL D WEIGHT PEA R -VALUE INSTALLED ' APPLIED THICKNESS .INSTALLED 'SOUA E 00T lb 114t t KNEE WALLS IF R�VA0bflS.bTHEFl THAN WALLS ASOVE MATERIAL FORM �R VALUE MANUFACTUFER FIBERGLASS BATTS II OCF C AIRINFILTRATION SEALANT MATERIAL MANUFACTUFlQR W R GRACE Ln -5 Do—imI THIS IS TO CEVTIVY THAT INSOLATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS: I NATURE -IN LATION CONTRACTOR • $IGNAT -GEN A CON RAC/ 6Y fITLF MANAGER DATE DATE -1 VAIIIAR.iS• 0 ' JUL=31 ,1998 • 13 16 w FROM TO t. - n• �� • r i 'Y r� e Northr DAA: '� ENGINEERING Clvll Engineers e Planners @Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893.1600 FAX 6*893.2113: rRAOE,,OF . -+ ............ ""r"i'r-1-_? �"j r...r_.. r , 1 -� l �r/•'I I ` a e ;f, �°-I1 �ir"� I-'7-•''- _ity .'_.I i_i.—.Ir____i._._-'__�I----'i^..� .T•- i-_;.,.`__-1'. 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I e 1 r ff I :T'i � I ` `• ••C.�*'L�'tl ; ' -�.. .I i ' _�. �'rv'/...'Oi _ '_S�j��-"r�,."a--�/--i -"-i- -- '-•'—ItM; � �•�•'{ I , 1�1'� � ' I I s 'S I I 1 , f I' I '� •' , 1 , 1— ! t 11�i:.,�i`r , w ' 114 / t I , �?'� �•.-••-I•----t '•_.�•--'�--� 1 -_ ..i . r ;�f_. i._� 1 ._.I I I ; I ' ;____ , 1 I i 1 I .L_. r ...p RY•v I'._..i_:.J-- 1 1 I 1 ! y_-1 ! ` � ..!._—. iy__' ' .•� -f-' _ "__Y_.. .I I ._a..__.._.. �_.--,=-..i.__ � I • �•'A ��r n{. .� .-�- -•-f- --r - ----' I� � 1 �._.....I � I. �.} /.��.+/�r i -..t. �- .I- i � �I r '' � •- '1' I I c � ; r_ n 1 { ' IYYr I .•�•-k••rF �.•i_--ny.y,., �,f,..J '� o.��Yn p-- '- 7r'�.r��. .�-_'___...._i__.;�_�... .._, r__.. _. _ i _ :._.... -Y��- , t. 44 � �-Ij ZI t --P-�T -- ; 4 "- ..f Y._, f !e. 1 i_--�j___...__-l.___: I _-J--�— _.i�j..__-; . J---''---• -- _� _�_ 1 t_._..1. _�-._.:. ..- ---'-- ._1___._�_. _._1 ..._i.__:---_^__..�-_; i_-'__I'__..J...__L—y.. __.L.__°...•_'i'.. i _. i-_. I. _ __._.'-_ {..__;__i r, I khs�lrri i I 1 i , 1 ,``e- sip I' �` w lI .-e-'•�T�" ^_ � - - ... -_.l_-..-` r ' _ _._�''._;_'__-__��,_._.t-._+-_-s•,__j.-...-_..._..(.--'1+•._,.e_-._+.�.q-s._-1.- _. ...._•..t._.� '�'"-1',.�al '' }_. _T__Y__ � __{__-_..' .. I - f- 1 .1__eO _•ice-_:. I ' rt �..I�-=°•1••- Ir 1 --_d-._{_.' _1___�_ -i•_. � ._ �_. �-r _...i. , �-w�i- i%�•�id �I,.�Cj�_•._E.-_L__--�-� `.__ �_a,>--. ' ._ __•�.--''_._i P `sem 1 �•�'��dl-/y,�' I1 �+^ I..� .•1..._. r �e$1 t'f ' r t I ' I ' 1 I : I I. , .-...s 4� .}'�"i ,f T'• ' 1" I I I--- � '. I_ .. �- � � i I i I -I i i •r � .. ,A..;.#�L.�L�.�•M-t.-�.L..�.-.,..�,-.' _ f 'Y...._ __1 4'f �l1•�r.wri �.�L�_,-._.�-.?.__L��--.o...._..�-...:.��-..-.a_.... I_._-_1_..-.1--..._._.1—!�_l.__�a.._I ,-..--,..�..-...�-) ,+..._••-•�,.�.--..-..... .. ...,,i TO', 8915175 p i rZ'aUN-- -1998 '.15: 22 .FROM 4 2911, f Af 20 DECLARATION DRIVEIX-i bw6hStatr CHICO, CALIFORNIA 95973 I Imp CA, , q-1 E-21NEERWG - Nr FAX 9104*211 .10 4J. civil Engineew plonnersesum-yort :-- �6k ip NORTHSTAR. ENGINEERING O_ 20"Declaration Drive Chico, CA 95973 ' (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT ^ FA Lg �r::-�S I G e JOB NO. 73.� LOCATION LOT ` � F�1 LGot-1 l S Fo W T DATE 28 CODES: Uniform•Building Code, 1994 Edition i '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" f Grout: 'c = 2500 psi @ 28 days epoFessloN. Steel Reinforcing: A-615 Grade 40 for #4 and smaller wo rn. R� A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B C053590 Steel Tubing: ASTM A500 Grade A or B (p Machine Bolts, Anchor Bolts: ASTM A307 GradeA Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. 42 rF crvilloP�ti� -,Beams & Stringers, Posts & Timbers: D.F. #1 OF CALLV 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: 24F7V8 Combination LOADS: Roof Live' Load : �� psf : Floor Live Load: 4o ;psf Seismic Zone 7. Wind Speed: S mph +unless Exposure:_ Method 2 used otherwise noted. Allowable Soil Bearing psf. ARE SPECIAL INSPECTIONS REQUIRED ? Iv , .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'l of e> O_ BY. imp_ hStar 20 DECLARATION DRIVE DATE: I I�q O 4�OFESSIpNAt CO, CALIFORNIA 9597 JOB NO: 5733 ENGINEERING � �4��I M. PIC �c�' %D 16-893-1600 PAGE L OF W Civil Engineers • Planners• Surveyors 916-893-2113 C 053590 ' - cjvn BY: J M lz . ■ �V� thStar. DATE: S I I, JOB NO: '5733 ENGINEERING PAGE L,222 OF Civil Engineers•Pianners•Surveyors 3 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893-2113 t1 Ax sriz Q T BY: J I I F. DATE: 719 8 JOB NO: '::5733 PAGE 4 OF + No--AhStar ENGINEERING Civil Engineers* Planners* Surveyors r?,y,OFESSjj M• RI C 05359 ►� u_J I I_ -_I 01f- I1601 I i DECLARATION DRIVE CALIFORNIA 95973 g - VO -893-1600 30-893.2113 11 JI SHEAR WALL SCHEDULE SHEAR WALL. Z i o CIDs Z -+ �m ALLOWABLE m i� NFA I — � Z z It LOAD/FOOT 2rbO 380 490 550 640 7ro0 980 1080 PLYWOOD 1,2 3 8". 3/ fl /S" 3/8" . 3 8" 3/8" DX 3/8"CDX �i 5 3 UC I C X C X DX STRUGT I C BO H 3 BOTH 3 B T 3 51 E5 SIDES SI E EDGE NAILING 8d� d 4" 8 3" 8d 3" 8d�2'4 /d 4" 8d (�3" 8d 3" FIELD NAILING 8d 12" 8d 12" 8d 12" 8d 12" Sd 12" Sd r� 12" Sd 12" Sd 12" BILL NAILING 5,6 trod C1 " I d is 3" Iro 3" 16d i BY: JMf DATE: 7/1 E5 JOB NO: �j 7 3 3 PAGE C , OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-693-1600 �A�cI�IATIoN FOP- _. SIL�._�.NAILIi�IG A�lGNo F3oLT5 P'5He�,AP,.,JAL-L:. IGH D L- ._ D SI NJ CAPAGIT UPG _ ._ . jcgo- WAP R - No. _ N� -- Z-72 Y TAIL F, -S -_F 1 IZ n 126;0 + 127v (1.3.3) 8 4- 0 8' IOZO + 1980 # Bo1.T..__ 7\- :z2;, 10 \-22,10 + 28Gb 1.- 33) 1700 # P OL T 2-- :K 2 t�I A I I, S P5,(z go P -TT Flo. I\I 5-(z. 272. V _. IZ.I NAIL, .S�UF,AP WALL _L.(PA D _FST.__ -51,L-- NAI (�_. NAIL _: GAPA—ITY_ _ ANGHo_(z �o�—T _�ANGHor�.__ 2�o I(��4 - �CIz2� -=_3�� _SIB ��z�l 23(I.2�)=.._Z�o �lz 3w 3(.84_I�=.Z80 _ A2- 393.1.21 -, Sq0 _ e . _ _ _ . _ ►.I2 P 181' . �.4 (.841) ®2411 (122).=._732._ .�8 20 �.(1.21vi. _. 76;,�' (I -f2) =..I80 �q-....7� .7o) =1.28 s I o8o N. A._.. No A•_;_-__ ._I4_ BY: J DATE: I I' Ito JOB NO: PAGE L 2 7 OF N&thStar ENGINEERING Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916.893.2113 L I -- vC(iat:4l�-(.�id2�.�.-- i:. . . �TM - --- --- --- E- _- ..._.. P . -_ . 3 4 F w BY: -irlF DATE: 1'98 JOB NO: S%33 PAGE 8 OF NodMtar ENGINEERING Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 = FAX (916) 893-2113 ^ STRUCTURAL CALCULATIONS 2 PROJECT�f�� / J��Ci� JOB NO. 45 J LOCATIONL ('(O�ALGD�S��IL DATE 10- 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: yROFESS104y Rich lr C F � w C053 �90 9T �CALIV,0�1 LOADS: 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 Steel Reinforcing: A-615 Grade`40 for #4 and smaller A-615 Grade.60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe:'. ASTM A53 Grade B Steel Tubing.: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -.Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 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 Roof Live Load: psf Floor Live Load: 4o psf Seismic Zorn) 3 q Wind Speed: �G% mph Exposure eMethod 2 used unless e -t --he w se noted. Allowable Soil. Bearing (psf) (: l%� Val �P�f`G ARE SPECIAL INSPECTIONS REQUIRED ? N d 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 53 II l BY: J 1 DATE: QI� JOB N0: X733 PAGE 2 OF NorthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 i GIZAVlT`� �,g:T �A�: T7��IG-t� F1-E�_ 4 ISG. 1. 4-' _ I, 2 1 , BY. i' R NwthStar 20 DECLARATION DRIVE DATE: 419 CHICO, CALIFORNIA 95973 �73� JOB NO: 7 ENGINEERING 916-893-1600 PAGE OF Civil Engineers- Planners *Surveyors FAX 916-893-2113 83 3 2- ! Irl- U 2 13 x_WI.4�R A.L. A rl�- -_ ► .. f _ � I , - — , __---;-- --- - --- - Y_ I t ZZ,.11.3 < 52go 41 BY. �I '� NorthStar 20 DECLARATION DRIVE DATE: ,lal (p -' CHICO, CALIFORNIA 95973 JOB No: ,�W3?j ENGINEERING 916.893-1600 PAGE - 4 OF Civil Engineers* Planners *Surveors FAX 916-893-2113 ZZ,.11.3 < 52go 41 l,J R T (- U -Z-4 F.- V+ R 492 u�ll/8x I��/Z 2�F-V+ _ ZZ,.11.3 < 52go ti. BY: JI�� DATE: 4-1ct1 JOB NO: '2733 PAGE 5 OF NwthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 It �l BY:-IMp—q NorthStar DATE: IOI I(% ENGINEERING JOB NO: CJ723 C• 'I E f•PI nner •Surve ors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 PAGE 0 OF v n9 neers a s y FAX 916-893-2113 7 A I r 1 It BY: M R DATE: , LI• I % JOB NO: Cj 7,3 PAGE 7 OF NwthStar ENGINEERING Civil Engineers Planners* Surveyors 14 I- ( ! l E 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893.2113 �.._ __ _ . _ Vii_ a__.. _.. � ►_.___�._��z.�.___�.__l____._____.__ I � 3 l_ p—I Coo) 4o 22 —. 2 — ( 3 74- 2 ' ►-:314 x.�_ I �'/¢ �� 1i �(Z".,�1 L �4 I''l � F = 2.8 KS I �TJ V- 1 HAA .. X1.2: z.--, I3 -x Fb=2,3�5I BY: J n R. DATE: JOB NO: PAGE 8 OF NwthStar ENGINEERING Civil Engineers* Planners•Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 BY: JM� NwthStar 20 DECLARATION DRIVE DATE:, 4172 ENGINEERING CHIC0916890RN010A95973 • JOB N0: Cj %2j "l FAX 916-893-2113 PAGE OF Civil Engineers • Planners • Surveyors De, e2I CTI FVA, MII�.G�_- � � _�N_T"Z- rY 4TIE 2 A ss N -(.age = g K # :jSsl-IMS TIE ,J•-IL..� _'_:ACTUALLY g� R�SI�T� QY 8x IZ I3 _AP'I ...I"IIN.oR. AXI g�ND11j C� 1 AIJAL-YIs.-- - I -- - - -- 4x1A'L _..dol? T ori r'1 1''Ig�IZ 8 1 9- LAX IE: �Ij pI�1G-r I s P� IJ = lo._ .---__1_= ._f Z )-- -j 1,2 10-7 ' i 8_x__ I Z_ P._ _ x_11_ 1 , m� /�� BY: _// /�~ D��^4/�� .' / ' JOB NO: c�7�� ,.�� pAae /�� OF /�~ r--' - � ---' f2- | L__ \ | /L_ / '| '--- . ' -__---- -- ' � { /- | � ~ / 1:10 M-1 1011:1 Mimi I III Civil Engineers ° Planners °Surveyors 2ODECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 --__-- ' �� . \z ~- — - ` ----r- ' ! ! . �. 1.5 k^||i r-/ Tq, � NV�j- ( _ . � � | d |° -7 r- �r 7 7:Full Plt t i ons F5.: Box Of f F7:Animate F9:UnAnchor F10:Anchor/ - V i ew CtrID: Drift Esc: Return Loads: Ld Comb:l Y t --+X �1 J RISA -21) (R) Version 3.03 NorthStar Engineering 20 Declaration Drive Chcico, CA . 95973 Farrar entry roof framing Job 5733 _ Pages Date 41°17 Load Combination is'l uniform load Member End Forces ----------- Nodes ----------------------------------------------------------------- =________= I -End =_________ _________= J-End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (.K) ------ (K -ft) ------- (K) -------- (K) ------ (K -ft) -- 1 1- 2 -0.00 0.00 -0.00 0.11 .0.33 -0.70 2 2- 3 0.71 0.32 0.58 -0.57 0.09. 0.03 3 3-' 4 0.28 -0.00 -0.02 -0.26 0.09 -0.02 4 4- 5 0.26 0.09 0.02 -0.28 -0.00 0.02 5 5- 6 0.57 0.09 -0.03 -0.71 0.32 -0.58 6 6- 7 -0.11 0.33 0.70 -0.00 -0.00 0.00 7 3- 5 0.30 0.00 -0.01 -0.30 0.00 0.01 8 2- 6 -0.57 0.02 0.12 0.57 0.02 -0.12 Units.Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects No Redesign No Edge Forces No A.S.I.F. 1.333 ------------------------------------------------------------------------'---- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft) ----- =--(ft) ----- (in,K/in)---- (in,K/in)--- (r,K-ft/r)----- (F)- 1 0.00 0.00 0.00 .2 4.00.. 1.33 R R 0.00 3 9.00 3.00 0.00 4 10.00 3.33, 0.00 5 11.00 3..00 0.00 6 16.00 1.33 R 0.00 7 20.00 0.00 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) ------------ --- (Ksi)----------------------- (F) -------- (K/ft3)------ (Ksi)----. wood 1800.00 0.30000 0.65000 0.490 36.000 BY: 12-NorthStar �q DATE: I s JOB NO: X733 ENGINEERING PAGE OF Civil Engineers • Planners -Surveyors F - F-; ATIG i i 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 BY: ,..imp• DATE: +197 JOB NO: q7 3 3 PAGE I + OF NwthStar ENGINEERING Civil Engineers -Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 R (-7 2z i N _ I ' 9 7-22 --g� oo 13 - - i� - 8<ia�4�-� � ..�`al i +r_C_I.ZL2�-•O� = a..�7w_ 1, -- =240 -- I►J.4'. L _� .172�� _ � _ ._ _.- _1_ � ZII.�P��3 �gr'l33=2�_�4'K -ltil'- �►^�I �� Fei ' 2 - _�� I ; PI = A= fzt- r1.4x : 2 =i o r- - C-- 2- I � BY: J M DATE: 4/97 JOB N0: PAGE 1 OF NwthStar ENGINEERING. Civil Engineers• Planners* Surveyors el 3/4 x 13 I/2 -2.4 F - ��' 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 ?-I , PZ 3 i + F13 3__ 3 t4--7 = 11 . a 1�- P2. - a s �_ — MMAX 33 1 . 3. 9' - L= 12Z.' Iz hJ = fZooF l...IALL � 1 L : i I C . o�'Y ^-{-'� (• of (oy+ fi'1 Mix = 2 -71.3 41_S it 20 1384 el 3/4 x 13 I/2 -2.4 F - ��' 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 BY: JM� DATE: 4 17 JOB NO: Cj �32l PAGE 1 OF vnlT F � NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 2 I2' z -7 Kil A- I (1.2) oil - i : L4 2 Z x 12 D F# 2 2� L= I7,1 �Z 3:7 IL 3- s =. I23.7� L ,:r2E� : 3' 8 x 12. 24 F = Vq- 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893.211_3_ BY: JMI� DATE: 4117 JOB N0: 5733 PAGE OF NwthStar ENGINEERING Civil Engineers* Planners* Surveyors I 1�j P= JAr- a _ � ; _ ? __ 4- K. `gx.i iz Z4 -F -_v4- _ I f _ offrl i Ax" 3 -2 4F- ✓4- _ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 BY: DATE: '449-7 JOB NO: G573j , NwthStar ENGINEERING PAGE I g OF Civil Engineers• Planners• Surveyors I I O 1 I� ... ►,JZ I �.s � L R 12 RZ i 12 C 7 h'l�lAX s !I = 7� KSI 3 < I Z 24 w� = Z 3 _o 07- , 54 K11 �ikAx ci- 3 2.4..= 41 u--2 3'18 x 12- 2 4 r- -✓4 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 BY: imp, NwthStar DATE: 1 7 JOB NO: ENGINEERING PAGE I OF Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 ;�j r1�x_. _ 3. 3 _�_e 302 �2,].q--- I2� ►� - C. _..+- - - BY: J M DATE: 41-91 JOB NO: PAGE ZQ OF F6ri m r•IM NwthStar ENGINEERING Civil Engineers* Planners* Surveyors L -I � �3�4 x I ice_ i _ _ i4F-v+ I - __ a . .I Pi I MM�tx Ki" t. 24F-V.� 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 = '1.4 K- BY: JM (- DATE: 411 7 JOB NO: PAGE 2 I I NwthStar ENG`I1NEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 OF Civil tngineers•Planners Surveyors FAX 916-893-2113 e. i F t''1 R ' Fgrl _q +_*gF Rt 'g-112, = �. 4 K 3� KI119 BY: JHIZ NmthStar 20 DECLARATION DRIVE DATE: 4197 CHICO, CALIFORNIA 95973 JOB NO: S7 33 ENGINEERING 916-893-1600 PAGE 22 OF Civil Engineers • Planners* Surveyors FAX 916-893-2113 Furl 19 F t i✓1 I_ (Til r� -< I-2 Z LoK -�-- ---, + A = I.-� <I ,.off-_ TI__ oma_ I• < 2Z1--_� ZZ-. FA, �J'=' 6,) 6- 6 K 1 = Cct�2i 'I - 01) 17,1 1-1 i 5r I BY: -J f 1[2� DATE: 4 I 17 JOB N0: S733 PAGE Z— 3 i F>3� OF N"thStar ENGINEERING Civil Engineers• Planners* Surveyors r L_ X11 =L F 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 BY: Jmp, NorthStar DATE: 4'11 JOB NO: S-133 ENGINEERING PAGE -2+ OF Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 �LLDI..JAgI-�_Sol..l�� IBEA(liL -Po I ,T _ o�� D _ ,3 � C 1 i �j I = 3.S F-rz Tl— _a-�-I_ l �o T TAS _u _r�_ _ -+ - C - -�-- - - - �J7 II a _ ..... ' 1 brIZMjll�ll✓.. tlX.".L-.oD,Tf . T_! 1 a /' V 4__,. t i t ; . ol I f I,Jp,LL_.��-� FLOOR o ` 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 �LLDI..JAgI-�_Sol..l�� IBEA(liL -Po I ,T _ o�� D _ ,3 � C 1 i �j I = 3.S F-rz Tl— _a-�-I_ l �o T TAS _u _r�_ _ -+ - C - -�-- - - - �J7 II a _ ..... ' 1 BY: J �l R DATE: 4 17 JOB NO: PAGE Z "rJ OF NwthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 j I --s-. F T61. T V-18. l.� o.A Df. Toil Fri -- I cor•1T: Iz F + F6 F d - 2211 f F -. 1.0_ i< , FII_Fg, l I8 -.r_ _ 3} I`�.48.�--- I I _ ►2 g i F IZ' FB f 'I - 18 - -_ + __ . _ --� 7.1?-- 11 F 13 _. _ F;Q.c_ I; 2i _ I _.-- ' = !- �•'.� - --r ' " 1_ -Z j NT. F 14 F ►"1 Z.P� + F 2 `1�. Z i i 1. 2 ,:coN T F 1211 CONT 13 o i .j . F 18g- F L F 2O .. 8 ISI coom F 1 4 colJT. _ `. 2 4- 6.1-�I 1 �I ! 2 3i _. I Z° coNT. ;Z 4 F F 2 f BY: J�1�--. NorthStar 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 DATE: I OI (p ENGINEERING 916-893-1600 JOB NO: e2-7 FAX 916-893-2113 PAGE 2 (p OF Civil Engineers* Planners• Surveyors 47-1 �tJ TR-u 'or I, I I.ZK —� 12 4 A �. -]' .Gid 2 _ T. I P ('IZ I i I t- 3K o Fxl �. -Fyl. t. 3K = Fyz t.� Fy1= Fy2—r. SIL ' Fx I + F2 z,�x M _,--_-- --� _ 3 IC 'i.RC2!)+Fx2 6.33) Mo (I + x .Z22K. FXZ .__-Z�K Fye Fx� = Z. Fy.l . I BY: J�� NorthStar 20 DECLARATION DRIVE DATE: 10/ CHICO, CALIFORNIA 95973 JOB No: 57;3 ENGINEERING 916-893-1600 PAGE 2^7 OF Civil Engineers* Planners* Surveyors FAX 916.893-2113 + �oINT , —•. I Illi K I _ 17 2.7 - t I f I A5._.. I. 13 F I i BY: J �. DATE: JOB NO: PAGE Z3 OF Z v 1 Civil Engineers* Planners *Surveyors t I r IBX I DT��Lr'1IN ALL,DI„1� r -off_ OL 1"_ QASD a it /zI�_:.. fel 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 f=o �l Psiraze__- � C-7 72°) ` +- I c q BY: JMR NwthStar 20 DECLARATION DRIVE DATE: I M& CHICO, CALIFORNIA 95973 JOB NO: S 7 3 2, ENGINEERING 916-893-1600 PAGE L I OF L 3 O Civil EngineersPlanners *Surveyors FAX 916-893-2113 • -� No scAL� BY: DATE: JOB N0: Gj733 PAGE L Z OF • pi<•.,e-4r..i•.1W 53s''a�n+.lYM�r+-+-`3'nK.�:NenY.! '. Civil Engineers* Planners* Surveyors 1, I �1 � � _ Ccor�l P� F= � �I�1 I N D: V� S � I�•f�l I G) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 ISzo Zo 2C 1...3 �... 7Z - 14 rsF f - r- - I s v.= �14C(4�1.2�__I.4.�-+ oiC'�i7.3.s(1-7)1= I. -7K STP,=1IG vf- , I �,8• -�-- V=NI?)• 'V� =�' � _ , 200 IL I I � _ j • . _ I /L�45 . USS, D_2.__a�11-2X: GAPS- BY: ' DATE: 16 JOB NO: IrJ-73.2 PAGE L3 OF I-INt�,: V= -V-- NwthStar ENGINEERING Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 I i �_ :- -�-- . o I� _ 3• � K , C 1.1 S 110.. 3 Tr'1= • '14.3.3 � {. 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Zi V • 1- S. _� --;'� �T ► �• ----.2.._.�_ - C _ �.- 3.-� �rt7 oT IGI' p , �� P lT pz � OT BY: j H+•— DATE: I I• I JOB N0: C97�j?2 PAGE L-7 OF NwthStar ENGINEERING Civil Engineers* Planners Surveyors - 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 L I VI►`lfi Ra'M i 10)4- 3 0 8 _ ! -j —- . ABOVE _ _ 3 HD =.�- - �3T i -��-K : --NTLI GI1�� t\l o� RSD. i c i t BY: J I,�- DATE: JOB NO: PAGE OF NwthStar ENGINEERING Civil Engineers• Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893-2113 ri C �= - - -- 4 = • 4 INS..--T►^1 -T ,-T (to/ -,7 oil t ' BY. JI I�Z NorthStar 20 DECLARATION DRIVE DATE: �� I� (� CHICO, CALIFORNIA 95973 JOB No: 73� ENGINEERING 916-893-1600 L Civil Engineers* Planners *Surveyors FAX 916-893-2113 PAGE OF ^BY: DATE: I JOB NO: PAGE I0 OF aYn'P�✓�Afi4�x7423:41`a°IsF.'C!!r4Y+�r4t^Y�fr: -k?!h =".�+' a Civil Engineers Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 Go I t i � I t e � 1 RISA -2D (R) Version 3.03 NorthS-tar Engineering 20 Declaration Drive Chcico, CA 95973 Job Page L Date T ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out. Cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 2 2 - '4 3 3 - 4 ---------------------------------------------------------------------------- BLC. Basic Load Case Load Totals No. Description Nodal Point Dist. --------------------------------------------------------------7------------- 1 SEISMIC LOAD 1 Nodal Loads, BLC 1: SEISMIC LOAD ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ---=--------------------(K)------------------(K)------------------(K-ft)---- 2 2.800 0.000 0.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E' No. Description Dir Fac Face Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 SEISMIC Y -1 1 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 Load Combination is 1 SEISMIC Nodal Displacements ---------------------------------------- ------------------------------------ .Node Global X' Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 0.00000 -0.00000 2 93.96532 0.01909 -0.15178 3 0.00000 -0.00000 -0.00000 4 93.95779 -0.02017 -0.15034 ' RISA -2D (R) Version 3:03 NorthStar Engineering Job �!�3 20 Declaration Drive Page �Z Chcico, CA 95973 Date I I I Units Option : US Standard AISC Code Checks : 9th Edition ASD Shear Deformation: No P -Delta Effects No Redesign :..No Edge Forces No A.S.I.F. 1.333 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------= (ft) -------- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) - 1 0.00 0.00 R R R 0.00 2 0.00 22.00 0.00 3 13.00 0.00 R R R 0.00. 4 13.00 22.00 0.00 --------------------------------=------------------------------------------- Material Elastic Poissori"s Thermal Weight Yield Stress Label' Modulus Ratio Coefficient Density (Fy) --------------- (Ksi)----------------------- (F) -------- (K/ft3)------ (Ksi)---- STEEL 29000.00 0..30000 0.65000 0.490 36.000 -----------------------------•----------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape. Set Inertia Coef --------------------------------------- (in"2)---------- (in "4.) ----------------- COLUMN STEEL.. 1.00 1.000 1.20 BEAM STEEL 1.00 1.000 1.20 I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 1 1 - 2 COLUMN 22.00 2 2 - 4 BEAM 13.00 3 3 - 4 COLUMN 22.00 ------------------ --------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 RISA -2D (R) version 3.03 NorthStar Engineering 20 Declaration Drive Chcico, CA 95973 Job '-_27??7 Page. L I -�, Date I 119 60 Load Combination is 1 SEISMIC Reactions ---------------------------------------------------------------------------- Node Global X Global Y Moment ----------------------- (K) ------- -.---------- (K) --------------- (K -ft) --------- 1 -1.39827 -2.05951 16.77038 3 -1.40173 2.25347 16.79519 Totals -2.80000 0.19396 33.56557 Load Combination is 1 SEISMIC Member End Forces ----=----------------------------------------------------------------------- Nodes=________= I -End =_________ _________= J=End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K)-----=(K-ft) ------ -(K)--- ----- (K) ------ (K -ft) -- 1 1- 2 -2.06 1.40 16.77 2.13 -1.40 13.99 2 2- 4 1.40 -2.13 -13.99 -1.40 2.18 -14.04 3 3- 4 2.25 1.40 16.80 -2.18 -1.40 14.04 Load Combination -is 1 SEISMIC AISC Code Checks ----------------- ----------------------------------------------------------- Nodes Member Quarter Points No I J Maximum 0 1/4 1/2 3/4 L Shear ---------------------------------------=------------------------------------ 1 1- 2 - Not Calculated - 2 2- 4 - Not Calculated - 3 3- 4 - Not Calculated,- BY: J-112— thStar 20 DECLARATION DRIVE DATE: '1119& CHICO, CALIFORNIA 95973 JOB NO: S7ENGINEERING 916-893-1600 PAGE L Iq- OF Civil Engineers* Planners • Surveyors FAX 916-893-2113 _j -- `. _ . � .N _ -- •- - _�._. -�-- �--=-�---:— cls;-- --._ � � .__--- � �` Arl r H_ Fr PA001 �, s ello L � t -- ---- - - SW i�yy_��4 t - BY: i I i - DATE: ' I 1 /9 rO JOB NO: :5 7 PAGE L I Gj OF Civil Engineers *Planners *Surveyors � t i '.. Y_ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893.1600 FAX 916-893.2113 FF -9 C-AL6 to i (Sol L 13�Ah1. c:1 � `TT IIJ ' j P --!o To PL 1�- t✓1 s. T h�_ . , . F T _ �sl T It IZ i •. BY: DATE:' i JOB NO: ! PAGE OF • Aab�!!iv�'+ibKA#L%ii�+'!e�+�<Y .;•�QRµk:V:1hris�b. . IL Civil Engineers Planners• Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893.2113 Ii�f.TSHlllt 9 BY: JM(Z DATE: ' 11/1& JOB NO: 1�5 733 PAGE L17 OF Civil Engineers* Planners* Surveyors i i 1 I 1 110.j t �I I 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 /"CA. 741; f--� MAK T R LLT = _ fOwl_ .00 � 1 I 1 1 • 4 BY: JM(L DATE: II` l & JOB NO: 15733 PAGE L 10 OF NwthStar ENGINEERING Civil Engineers Planners *Surveyors i 10 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 024) H r - f 1 I = i i _Y. 1 1 _Y. I , I + i r i. .. 1 i � 1 BY: Jr'I� NorthStar DATE: JOB NO: �,�33 ENGINEERING PAGE L- OF Civil Engineers* Planners • Surveyors i 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 / — i3 BY: J r I I� DATE: JOB NO: PAGE L-20 OF TILLO 9{yStevAn7"siSTi'*. �-J't'.'«:±.1%'A9Nts v.54: Civil Engineers Planners* Surveyors • 4 1 _ 2Z41 Cia�Z ), o I }-So(0la, _-- �• �'�-.fes_ _�---i_..._�._ �..._-•_-- ' .__-J_._'L _ __.._!_ � _i.._._-�-.�.._' _ {o5 1 I h___ L -7-t ¢(0240_- �-I� , 1 r s _ i /-� o -L.2 = 2x v sru': D' (c.A. - 4.4 K -�-_ a 71- F1.... r 1 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 7b P PAGE OF V=v24-f-� -74: • -. __._ _ .. f, �Tr'I - SZZ I�',oZ4 Bio.+ole �1-7K I 1 42 I i I1 + BY. J� R • DATE: �� JOB NO: 573 NwthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 L2 1 Civil Engineers• Planners•Surveyors FAX 916-893-2113 PAGE OF V=v24-f-� -74: • -. __._ _ .. f, �Tr'I - SZZ I�',oZ4 Bio.+ole �1-7K I 1 42 I i I1 + 1 I 1 , I i A BY: DATE: I �� JOB NO: PAGE L 22- OF NwthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 , ' ! 1 , q i T 4 _ 1- 7- T - - 13 P' C-�:._�l)_o D 2 +- . �8_-o_ _I) .. Loi 2� .•�� IK _1-7 0 TD , �M .. 10 J.-4 28017))::o2q-:2.oi1o17,,.vl:�-f- 30(10�z�,ol� I- —� z -7K i 2-7 F I 7. +OT t-1 � r- f ---._..8._Gl 7__. 12C_ i � r mpDATBY: imp— DATE: E: '5197 JOB NO: 5 ? 7,3 PAGE L Z,, OF NorthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 V= . 13 [ 17. <00) oZ4 -}- �o-<►012): oI �_,_+?.o(Io�2). ol� Ij- J. 84-._(3Z4��_I7;C.,o:24�;_t.-'lo<,ol)! 2:2 K _ I-iD _ ►17.4-2.�Z _.' :� �� .- 3 -i • i U s r-, S Z.1.5 B 5A rl To-rot_P- --- - + ti—r----i �._ �� 1 i � V 1 BY: JM� DATE: JOB NO: `573� PAGE LZ -q- OF NorthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 V_ � '2 C L i i L Wl�� . J _�...K _: --, __� 1 _8 ; _'(_ <i ),48-+ s-7(5o� ��o�4 -t'28 (I0401b 2 No..O�-:...:_ I � , r _.I . 8S =i �_ � 1 i - ---=--�-- - .j- }- MAX. BY: JMR NORTHSTAR ENGINEERING 11/26/96 20 DECLARATION DRIVE JOB NO: 5733 CHICO, CA 95926 PG. LZF OF (916) 893-1600 DETERMINE THE REQUIRED DEPTH OF EMBEDMENT TO RESIST LATERAL LOADS WHERE NO CONSTRAINT IS PROVIDED AT THE GROUND SURFACE. USE 1994 UBC EQUATION FOUND IN SECTION 1806.7.2.1 MINIMUM LATERAL BEARING AT 1' BELOW GRADE _ 150 PSF IS 1 / 2 INCH OF MOVEMENT AT THE GROUND SURFACE OKAY DUE TO SHORT TERM LATERAL LOADS ? (YES OR NO) / ENTER (1 FOR YES) OR (0 FOR NO) 1 YES LATERAL BEARING AT 1 FOOT BELOW GRADE = 300 PSF (SEE NOTE 1 FOR INCREASE) EQUATION d = (A / 2) * (1 + SQUARE ROOT [ 1 + (4.36h / A) ]) WHERE A=2.34*P/ (S1 *b) = 0.78 P'= 400 LBS (APPLIED LATERAL FORCE) S1 = 300 PSF (ALLOWABLE LATERAL SOIL—BEARING PRESSURE PER UBC TABLE NO. 29—B BASED ON 1/3 THE EMBEDMENT DEPTH) b= 4 FEET (DIAMETER OF ROUND POST OR FOOTING OR DIAGONAL DIMENSION OF SQUARE POST OR FOOTING) h'= 8 FEET (DISTANCE FROM GROUND SURFACE TO POINT OF APPLICATION OF P) d1 = 3 FEET (ASSUMED DEPTH OF EMBEDMENT IN EARTH BUT NOT OVER 12 FEET FOR PURPOSE OF COMPUTING LATERAL PRESSURE) d = 3 FEET MINIMUM EMBEDMENT REQUIRED (CONTINUE TO RUN THE PROGRAM UNTIL d IS WITHIN 0.1 FEET OF d1) NOTES: 1. IF 1 / 2 INCH OF MOVEMENT IS OKAY AT THE GROUND SURFACE DUE TO SHORT TERM LATERAL LOADS, THEN S1 VALUE MAY BE DOUBLED. J i- • BY: DATE: JOB NO: 7?)?) PAGE L26 OF NwthStar ENGINEERING Civil Engineers* Planners *Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 42.(20.024 J y BY: DATE: 1 I I G JOB NO: 572f� PAGE L. 2— -1 OF NwthStar ENGINEERING Civil Engineers Planners Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 - r N -4— V.= It r 0 Tr 41 ,. r - 0rt - Y_. I.J.`--uC�. G_;. 2 _•Z(o... _I_o j } I r 3 r i SHEAR WALL SCHEDULE = N SHEAR WALLQj Q 0 ® 0 Q Q 0 ALLOWABLE m � n 5- LOAD/FOOT 200 380 490 550. 640 IroO 980 1080 1.2.8 PLYWOOD 3/8" 3/8" 3/8" 3/8" 3/81 3/8"CDX 3/8"CDX 11 STRUCT I CDX CDX CDX STRUCT I CDX BOTH 3 BOTH 3 BOTH 3 C' SIDES SIDES SIDES EDGE NAILING SdC�6 �� 8dr�4 Sd�3 �� 8d�3 4 8d�2 SdC�4 �� 8d�3 �� 11 8d03. FIELD NAILING ad A 12" ad (@ 12" ad A 12" 8d (a 12" ad A 12" ad ra 12" 8d (a 12" ad 0 12" SILL NAILING 5fo Irod 4" Irod %@ 3" Irod Cal 3" Irod t@ 3" Irod (@ 2" Irod Cad 1.5" trod (a 1.5" N.A. CLIP, BLOCK 7 L550 L550 L590 LS90 LS90 'LS90 L590 A35 TO PLATE f@ 22" 14" Ca IC " C@ ICo" (a 12" 12" p 8" 0411 ANCHOR BOLT 5/8110 5/8" 0 5/8" 0 5/8" (P 5/8" 0 5/8" (P 3/4" ( 3/4" 0 A.B. (SPACING) 52" 36" 28" 24" 20" lro" lro" lro" ANCHOR BOLT 1/2" (P 1/2" (P 1/2" N.A. N.A. N.A. N.A. N.A. A.B. (SPACING) 3(0" 24" I8" NOTES: L' OVER DOUGLAS FIR FRAMING 2. ALL PANEL EDGES BACKED WITH 2 -INCH NOMINAL OR WIDER FRAMING U.O.N. 3. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS - OR FRAMING SHALL BE AS SHOWN IN NOTE #4 4. APPLIED OVER 3 -INCH NOMINAL OR WIDER FRAMING WITH NAILS STAGGERED 5. STAGGER ALL SILL NAILS r . PREDRILL SILL NAILS LESS THAN 3" O.C. i. 5IMP50N MANUFACTURED CLIPS OR APPROVED EQUAL 8. 1/2" TI -11 SIDING MAY BE SUBSTITUTED FOR 3/8" PLYWOOD WHERE OCCURS = N o v � m � n 5- O Z Z C3 C=) D (� co o E co m C' BY: .� M • DATE: JOB NO: 3 7 PAGE L Z OF NorthStar ENGINEERING Civil Engineers • Planners • Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 CA cuLATI *J Fob �I LL.. NAILIl JC-i�:AtNJC-e'Hogl'-.Pik �HeARI� LL 7GI-i nI�L�. D�SIC� GAPGIT`i p�� I�l�l 4; UPG I�130 [�PcvP.T No. :NSR. -- Z-72 4 �G SSG.. 2 x.11.2 TAP�L� 2.� -1 F 1 2 . c - l2az;o t 1270 (1.:3.3) - R�,,oLT 2 X _2 �8'i cp 1820 +-1990 C 1..3.3) = 1200 goLT 41, 2�>10 +- 28(::5;0 (I 33) - 1700 4# 1 goLT 22 AIL P�(z I c.(3'o P- C-,PoP-T I\1o. N 5F - 272 S5UC-,AR ALL LOAD F OT BILI. NAIL A06 -HOP, AGH0K.._F--6L-" Ai I -'D4 e17-4=.3lvw -84 1).= .280 ;723 A I6P 462-2) -==,4c: ® a A. (o 40 1(0,o. 2 x(122)= 73Z 2 06;0(I:ZIo) 1I2 S 0 11'IZ" 8(i 7-2):= lea .3 .ice'' 7�.C1.70 = 1.28 A. 1 o So N.. A. N- A. .314. co J .(1.70) BY: DATE: C% I JOB NO: Cj ZJ`j, PAGE L 3d OF L 3 NorthStar ENGINEERING Civil Engineers• Planners Surveyors BRACED WALL SCHEDULE. 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 TYPE DESCRIPTION A1/2" GYPSUM WALLBOARD 4' WIDE ON STUDS SPACED @ 24" O.C. MAXIMUM. NAILED WITH DRYWALL SCREWS @ 7"° O.C. TO ALL STUDS, TOP PLATE, AND SILL. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS NOT REQUIRED FOR HORIZONTAL EDGES UNLESS OTHERWISE NOTED. (GAP. = loo #'I AB "THERMO-PLY" STRUCTURAL GRADE SHEATHING WITH 16 GAUGE GALVANIZED STAPLES, 1" CROWN X 1-1/4" LEG: CROWN SHALL BE . IN LINE WITH FRAMING MEMBER @ 3"/6" 0 C. WITH BLOCKING REQUIRED @ ALL EDGES. (GAP = 200 -4F/ I� NOTE: FOR TYPEQA ANDQPANELS: NAIL SILL PLATE TO WOOD FLOOR WITH 4-16d, PER. 16". IF PANEL OCCURS ON A SLAB FLOOR, ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED 7" MIN. @ 4'-0" O.C. MAX SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH 1 BOLT LOCATED WITHIN 12" OF EACH END. EA.VAPPL TEST J15 CONS L-aboratory compaction uata zineet File No: .96683 Sample No: T -I Client: Jeff Ferrar Date: 3 -Oct -96 Address-.'. 3100,Cohasset Rd. Tech: C.Ochs City, State: Chico, Ca 95973 AM: Mr. Jeff Ferrar Project: Falcons Pointe Lot # 6,Bldg. Pad Soil Description: Tan Sandy Silt Sample location: Fill Material Stockpile Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 118.0 116.0 114.0 112.0 110.0 12.0%- 14.0%,. 16.0% 18.0% 20.0% Moisture Content (% of dry weight) ,Max density from curve: 115.3 1 2 3 4 5050 Materials Engineering Cohasset Road Testing Chico, CA ion Inspection 95973 Crane' (916) Certification 891-6625 127.3 File No: .96683 Sample No: T -I Client: Jeff Ferrar Date: 3 -Oct -96 Address-.'. 3100,Cohasset Rd. Tech: C.Ochs City, State: Chico, Ca 95973 AM: Mr. Jeff Ferrar Project: Falcons Pointe Lot # 6,Bldg. Pad Soil Description: Tan Sandy Silt Sample location: Fill Material Stockpile Trial No: Water Added Gross compacted wt: Container Tare: Net compacted wt: Wet density, pcf: Dry density, pcf; Pan No: Gross wet wt: Gross dry wt: Pan tare: Net dry wt: Moisture loss: % Moisture Content: 118.0 116.0 114.0 112.0 110.0 12.0%- 14.0%,. 16.0% 18.0% 20.0% Moisture Content (% of dry weight) ,Max density from curve: 115.3 1 2 3 4 250 350 450 7116 7313 7284 2786 2786, 2786 .4330 4527. 4498. 127.3 133.1 132.21 111.6 115.2[ 112.41 �j 2 1 3 4 570.9 - 581.5 594.8 510.6 514.3 517.6 82.4 84.8 82.6 428.2 429.5 435.0. 60.3 67.2 77.2 14.1%1 15.6%] 17.7%1 max acsiusteci ciensity: 115.3 pcf This test was performed per ASTM 1557 . Optimum moisture: 16.0% Reviewed by: I Y 938.3X2 + 3185. Sx -139 91 2 W "H R -RIZ 0 "il! I 'N "r 'N q 7,7 S.®r 0 05 P2 0" R `7i f 21 X 7�- mu" ru max acsiusteci ciensity: 115.3 pcf This test was performed per ASTM 1557 . Optimum moisture: 16.0% Reviewed by: I ,r SOMME—SOMME MEMOS SWOON ii,�•Y•E�ii ■E► A 14■■ AP P L I E D Materials Testing and Engineering Inspection TESTING Suit ThomCh tree Dr. ico, CA Suite 35 95973 Daily Field Report PROJECT NAME CLIENT OR OWNER JOB NO. Ferrar Residence Jeff Ferrar 96683 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Falcon's Pointe, Lot #6 Jeff Ferrar 1 of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Steve Sicke M & M Equipment 1 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Building Pad Construction Mike McDonough 10-04-96 Frida SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN (T-1); Tan Sandy Silt Clear/Warm B. Forsythe r KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) ELEVATION FIELD TESTING REFERENCE CURVE TEST NO. TEST LOCATION DRY MOISTURE % COMP MAXIMUM OPTIMUM COMMENTS: Below DENSITY CONTENT MAX. DRY CURVE DRY DENSITY MOISTURE FG Ibs./cu. ft. % DENSITY NO. Ibs/cu.It. CONTENT % 1 NW Corner of Lower Bldg Pad 410" 4.52 21.3 82 T-1 115.3 16.0 Fail 2 S. End of Driveway 00 107.5 19.8 94 T-1 115.3 16.0 OK 3 Midpoint of Driveway 1'0" 111.5 20.0 97 T-1 15.3 16.0 OK 4 Retest of Test !!1 410" 103.6 17.2 90 T-1 115.3 16.0 OK 5 N. End of Driveway 1'0" 107.1 15.8 93 T-1 L15.3 16.0 OK 6 NW Corner of Lower Fill Area 3'0" 104.4 18.6 91 T-1 115.3 16.0 OK DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING Case 8506 Dozer, Vibratory Sheepsfoot Compactor, Water Truck NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arrived at 'obsite at 1000 hrs to monitor fill operations and perform compaction testing during building ad construction. The building ad consists of three levels. The to level is entirely in cut. The mid level has a small fill area about 1' deep on the south end and the lower level has a fill about 4'-0" in the NW corner. A sample of the native fill material was obtained on 10-02-96 and a moisture/density curve was performed in our laboratory. Performed nuclear density tests #1.#2.#3 at locations describe above. Test !!1 at the NW corner of the lower level indicates low relative compaction and excessive moisture. This area needs to be reworked and retested. Departed 1130 firs and returned to the job at 1230 hrs. Performed tests #4.#5.#6 at locations described above. Test #4 is a retest of previously failing Test #1. This area now indicates satisfactory compaction. Contractor has improved his moisture conditioning and com active effort and ada uate compaction is beiniz achieved. Departed jobsite at 1400 hrs. ESS!' r . SEA CONTINUED ❑ WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT ❑ COPY GIV LL 9 >D ' REPORT BY: HEIDELBERG GRAPHICS ■■■m■^morons PEONS ■■ML ANNE N■■■► I -Train fail► A -4MN \rdLJMLI\.J Daily Field Report Materials Testing on Engineering Inspection 3080 Thomtree Dr. Chico, CA Suite 35 95973 Phone (916) 891-6625 Fax (916) 891-4243 PROJECT NAME CLIENT OR OWNER JOB NO. Ferrar Residence Jeff Ferrar 96683 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Falcon's Pointe, Lot #6 Jeff Ferrar 1 of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Steve Sicke M & M Equipment 2 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Building Pad Construction Mike McDonough 10-07-96 Monday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN (T-1); Tan Sandy Silt Clear/Warm B. Forsythe KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) ELEVATION FIELD TESTING TEST NO. TEST LOCATION DRY MOISTURE % OF BelOW DENSITY CONTENT MAX. DRY FG. Ibs./cu. ft. % DENSITY REFERENCE CURVE COMP MAXIMUM OPTIMUM CURVE DRY DENSITY MOISTURE NO. Ibs/a. It. CONTENT % COMMENTS: 7 NW Corner of Bldg Pad -2'0" 108.3 14.11 94 T-1 115.3 16.0 OK 8 NW Corner of Fill(outside ad) -210" 106.3 15.1 93 T-1 115.3 16.0 OK 9 N. End of Driveway -1'0" 109.4 16.1 95 T-1 115.31 16.0 OK 10 NW Corner of Bldg Pad -00 108.5 14.9 95 T-1 115.31 16.0 OK 11 30' off W. Ede of Fill -00 109.4 15.4 95 T-1 115.31 16.0 OK DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING Case 8506 Dozer, Vibratory Sheepsfoot Compactor, Water Truck NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arrived at jobsite at 1000 hrs to monitor fill operations and perform compaction testin during building ad construction. Performed nuclear density tests #7,#8,#9 at locations as described above. Test results indicate at least 90% relative compaction is being achieved with the Contractors method of compaction. Informed the Contractor of the results and advised him to proceed with fill operations. Departed 1200 hrs. and returned at 1330 hrs. Performed tests #10 and #11 at locations described above. Test results indicate 90% relative compaction has been achieved. Contractor has completed the fill on the lower level. He will call to schedule testing on the mid level fill at a later time. Departed 'obsite at 1400 hrs. •9 z w m CIVIL %; ...�a::: ' ` % CONTINUED ❑ WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT ❑: COPY GIVEN TO: WWEWER GM ICS 0000■ 0000■ NXIIIIIIIIIIIIIIIIII PENES ■■■l J■■0 0000► 'J■■■■ ■0! '—Y-- )00 0000 A -400 lL�d\JMLJh—A Daily Field Report Materials Engineering Testing and Inspection 3080 Thorntree Dr. Chico, CA Suite 35 95973 Phone (916)891-6625 Fax (916)891-4243 PROJECT NAME CLIENT OR OWNER JOB NO. Ferrar Residence Jeff Ferrar 96683 GENERAL LOCATION OF WORK OWNER OR CLIENT'S REPRESENTATIVE PAGE Falcon's Pointe, Lot #6 Jeff Ferrar 1 of 1 GENERAL CONTRACTOR GRADING CONTRACTOR DAILY FIELD REPORT SEQUENCE NO. Steve Sicke M & M Equipment 3 TYPE OF WORK GRADING CONTRACTOR'S SUPERINTENDENT OR FOREMAN DATE DAY OF THE WEEK Building Pad Construction Mike McDonough 10-09-96 Wednesday SOURCE AND DESCRIPTION OF FILL MATERIAL WEATHER TECHNICIAN Sandy Silt Clear/Warm B. Forsythe fffn KEY PERSONS CONTACTED (CIVIL ENGR., ARCHITECT, DEVELOPER, ETC.) ELEVATION FIELD TESTING TEST NO. TEST LOCATION DRY MOISTURE % OF Be 1 OW DENSITY CONTENT MAX. DRY FG lbs./cu. ft. % DENSITY REFERENCE CURVE COMP MAXIMUM OPTIMUM COMMENTS: CURVE DRY DENSITY MOISTURE NO. Ibs./cu.It. CONTENT % 12 Mid Level Fill South End -00 109.3 14.0 95 T-1 115.3 16.0 OK 13 Mid Level Fill NW Side -00 1108.4 16.9 95 T-1 115.3 16.0 OK DESCRIBE EQUIPMENT USED FOR HAULING, SPREADING, WATERING, CONDITIONING AND COMPACTING Case 8506 Dozer, Vibratory Sheepsfoot Compactor, Water Truck NOTES: (DESCRIBE WORK COMPLETED DURING THE DAY, ANY PROBLEMS AND THEIR SOLUTION) Arrived at Jobsite at 0930 hrs to monitor fill operations and perform compaction testing on the mid level of the building ad fill. Performed two nuclear density tests at finish grade at locations as described above. Test results indicate that adequate compaction is being achieved. Informed the Contractor of the results. Based on the test results compiled throughout this project, it is our judgement that the fill operations for this project were properly executed. The material in the building ads were properly moisture conditioned and the minimum relative compaction requirements have been achieved. Departed 'obsite at 1100 hrs. ca 0. SEARS '•. � C—K�t7irG.S OF C AA . ., '- CONTINUED ❑ WHITE COPY TO OUR FIELD FOLDER YELLOW COPY SENT TO CLIENT ❑ COPY GIVEN TO: REPORT BY: HENEIHERO ORARRCR N®rtr ENGINEERING Civil Engineers • Planners • Surveyors Butte County Building Department May 29, 1997 7 County Center Drive Oroville, CA 95965-3397 Dear Planchecker, I have reviewed the blueprints for the Farrar residence located at lot 6, Falcon's Point in Chico, California and all of the structural criteria per calculations dated 10-1-96 have been incorporated. If you have any questions, or need further clarification, please call anytime. NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX -893-2113 4ROFESSIO,V] O1A. Pic f �� X44 1 fF G `'? ~ C 053590 I � T IVIL qT£ CF CAL�F-�>,> L� BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Jeff & Shirley Farrar 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965.3397 466 Chico Canyon Road y TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 Chico, CA 95928 Re: Single Family Residence Date: 7/2/97 A.P. No. 011-710-006 Permit #97-1164 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [x] Other: - Special Inspection Policy Sheet Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested ' [x] Resubmit calculations with revisions as necessary [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM.. Sincerely, 'George R. Kellogg Plan Check Engi cc: Jeff Richelieu - North Star Engineering 20 Declaration Drive Chico, CA 95973 Steve Sicke 31 Gardenia Lane Chico, CA 95928 1 PLAN CHECK LIST Permit Applicant: Jeff & Shirley Farrar Date: 7/2/97 Permit #97-1164 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1 Provide the following remaining items from the Permit Application Date Sheet: .1) emaining permit fee $2334.05 (up dated to reflect revised valuation of project) /1Recorded copy of Agricultural Acknowledgment Statement. (� Final previous permit # 96-1820 for retaining wall and grading. An as -built drawing of the retaining wall should be shown on you new drawings. �3 Show on plans, protection of all structural systems supporting the fire walls between garage and house. The protection should be equal to or greater than the fire wall rating. gf4� All engineering indicated in the calculations should be shown on the plans. Engineering on the plans is to be reviewed by the design engineer. Such review is to be signified by the engineers stamp and wet signature where engineering occurs. Indicate bearing walls on the plans. - idV 2c,P S 500- Show ceiling framing where ceiling framing is used as part of the buildings structural system, such as roof ties. (t�) �E� ► c., , i F �i ►-Y► �3DR ►u �, D(A:rM 3 sG L'harV. �; S --,*a ,� c 2 C/b LC_ Show specifications and connections d s for the entry porch columns. How is the living room roof/ceiling framed? Various sections, plan views and the calculations conflict as to how the framing is accomplished. Show the final design on the plans and supply supporting calculations. Provide special inspection as indicated on the attached Special Inspection Policy sheet. Provide the name of the special inspector(s) you propose to use and their resume if they are not already pre -approved by the County Building Division.' 2 10. Regarding the structural calculations provided by North Star Engineering: ,0. ) Provide a roof beam schematic for the structural calculations. It should include designed roof beams 1 through 19 and any subsequently designed beams. p0r2) Verify design assumptions that wind exposure is B and allowable soil, bearing ressure is 1500 psf. 10.3)'Page 10 of reference calculations: Where are the details shown on this page shown on the calculations? 10.E Page 21 of reference calculations: The point loads shown in the calculations do not appear to match the spacing shown on the plans. Please check the spacing and revise design as necessary. X0`5) Page 26 of reference calculations: Where does this truss occur on the plans? How is the truss connected to the rest of the structure? 6) Page L2 of reference calculations: Provide a detail and/or key for the hold downs and similar hold downs on the plans. �rPage L3 of reference calculations: Provide a detail and/or key for the hold down on Line C and similar hold downs on the plans. How is the MSTA 36 tied to the diaphragm? Show on the plans. For Line I., -show how V=3.4K was obtain, label trib. areas for clarity. Does the �btf�ea include the seismic for the living room? If not, where is this loading accounted for? 10.8) -Page L4 of reference calculations: Provide a detail and/or key for the hold down A<Line 1 and similar hold downs on the plans. For Lines 3&4 show how V =3.4K was obtain, label trib. areas for clarity. Does the tributarrarea include the seismic for the entry area? If not, where is this loading ac anted for? For Line 3.& 4 indicate load path and connections to lateral load resisting system below theetailed connections (MST 48 w/46 -16d on 4x post to beam). 10.9-)-Pg SL5 of reference calculations: For the 3.5 ft. shear wall in Line B, how is khis wall connected to the roof diaphragm', 10. ) Page L6 of reference calculations: vy9 ST6224 shown on the plans? 3 For Line B where is the Top Pl.to BM splice Provide a -detail and/or key for the hold downs on Line C and similar hold downs on thev�lans. 1011=)*Page L7 of reference calculations: For Line C show the extent of the 25 ft �quired on the plans. 10.12) Page I 14=of refer-ence'calculations: Eor the_steel frame _in the living room area the-design_calculations-appears-to-=deal�with`a solutions iricludmg both rigid` -frames and Icantilever-ed__columns Please -clarify which -design -solution you propose. If _ cantilevered, the-moment=transferred-to-the foundations -would -appear to be, significantly higher than- indicated in the calculations.-- Detail -the- sources of the terms in the V calculations on page LfO. Fully detail the=final=p_roposed-des-ign,on the -frame, foundation and connections. I �� w ( L -CA showing 10 1.3' Page L15 of reference calculations: What is the source of W2? For Fl and F2 why is moment divided by 2? Where is the 14 inch wide footing shown/keyed into the plans? 10) -Page L17 of reference calculations: For Lines G & H how is the shear wall tied oto the roof diaphragm? _,.I0'1�5) Page L21 of reference calculations: For Lines 8 where is the 5.5 ft shear wall shown on the plans? 10. 6) -Page L23 of reference calculations: For Lines 11 where is the 4 ft shear wall shown on the plans? 17,0age L24 of reference calculations: For Lines 13 show details and orientation of e footings on the plans. 010.18 Page L27 of reference calculations: For Line N how is the shear wall tied to the roof diaphragm? 4 NmthStar ENGINEERING Civil Engineers • Planners • Surveyors Butte County Building Department 7 County Center Drive Oroville, CA 95965-3397 RE: Permit #97-1164 July 8, 1997 Dear Mr. Kellogg, I have reviewed your plan check correction list dated July 2, 1997, and have responded as follows: ITEM CORRECTION 1. By owner 2. By owner 3. See sheet 2 for the wrapping of the 8 x 8s. 4. Plans have been signed for the structural portion 5. See sheet 11. 6. See sheet 11 and sheet 12. 7. See sheet D3. There is a structural column inside of the architectural column. See sheet 11 for 8 x 8 column. 8. See sheet 10 and sheet 12. 9. The allowable weld stress is reduced 50% in design, so no special inspection is required. 10.1 See sheets 10 and 11, and 12 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX -893-2113 Butte County Building Department Page 2 of 3 ITEM CORRECTION 10.2 I have visited the site and it is exposure B with an allowable soil bearing pressure of 1500 psf per the UBC classification in Table 18-1-A 10.3 See sheet D3. 10.4 See revised calculations page 2 10.5 See sheet 10. 10.6 See sheet 10 and detail 24 on sheet D2 10.7 The MSTA 36 is shown on sheet 11 10.8 Seismic governs at line B which has a larger surface area perpendicular to the wind than line 1, so seismic will govern at line 1. Since the second story is a 4 sided box then the design force of 3.4K will be the same at line 1 and line b. The loading at the living room is resisted by the steel frame at the living room see line Dand F. 10.9 See 10.6 for holdown. The shear is transferred from the roof into the second floor wall and into the beam and then into the 3.5 foot wall through the floor. 10.10 See sheet 10. 10.11 See sheet 10. 10.12 Page L10 is used to determine the largest force only. The system is designed as a frame as shown on L11 through L16. See sheet D1 and D2 10.13 W2 is the dead load of the footing. 1/2 the moment is resisted on the thrust side by the soil bearing and 1/2 the moment is resisted by the dead load of the footing on the tension side hence the total is divided by 2. The 14" footing is shown on page 9 at the living room. 10.14 See sheet 11 and D2 Butte County Building Department Page 3 of 3 ITEM CORRECTION 10.15 See sheet 11 10.16 See sheet 11 10.17 See sheet 9 10.18 See sheet 11 and D2 If you have any questions, or need further clarification, please call anytime. z Mk Jeff Richelieu, P.E. NorthStar Engineering LAND..::.��.,. � - ,:.:..:... utte fount OF NATURAL W EALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES Jeff & Shirley Farrar 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 466 Chico Canyon Road TELEPHONE: (916) 538-7541 Chico, CA 95928 FAX: (916) 530-2140 Re: Single Family Residence Date: 7/2297 A.P. No. 011-710-006 Permit #97-1164 With reference to the above subject, attached is: [x] Plan Check List P6IV Red Marked Calculations //�7 Red Marked Plans [x] Other: - Special Inspection Policy Sheet Action Required: [x] Comply with, plan check list [x] Resubmit Plans with revisions as requested Resubmit calculations with revisions as necessary Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:1J0,PM. Sincerel��%/i/!%/�/ . / deorge R. Kellogg Plan Check Engine cc: "-'Jeff Rich ieu - North Star Engineering 20 Declaration Drive. Chico, CA 95973 -V- Steve Sicke: 31 Gardenia Lane Chico, CA 95928 8- 1 3 2 l i 3 (rAu� PLAN CHECK LIST Permit Applicant: Jeff & Shirley Farrar Date: 7/22/97 Permit #97-1164 ?VV mwro Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1 Provide the following remaining items from the Permit Application Date Sheet: Remaining permit fee $2334.05 (up dated to reflect revised valuation of the project) 1.2 ecorded copy of Agricultural Acknowledgment Statement. I/ Indicate bearing walls on the plans. Collar ties have to be designed or meet the conventional framing requirements of Section 2326.12.6 (Rafter Ties) of the Uniform Building Code. Show how tie requirements are met in the roof framing system where roof beams are not used. Show all purlin and purlin support systems where proposed. Show specifications and connection details for the entry porch columns. 46. Provide special inspection as indicated on the attached Special Inspection Policy sheet. Provide the name of the special inspector(s) you propose to use and their resume if they are not already pre -approved by the County Building Division. See Section 1701.5.5 for current code requirements (changed from 1991 code). For the steel frame in the living room area, fully detail connections including those transferring lateral loads from the rest of the structure. Page L27 of reference calculations: For Line N how is the sheared wall tied to the.roof diaphragm? 2 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: P- YYQ V Je(yd- il'rl BUII,DINGP ER 9 7- 11641 PLAN CHECKER: J A.P. NUMBER: c% I I " %/ O ^ 006 GENERAL: .: Zoning requirements: (side yards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. p-}- p �,� O� Am Sdtbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Imo/" V1 cgaS ?or!�� r� — IVo'E n ci itct . 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. 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 equipment, 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. 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. 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. 0. Fireplace construction details and calc. if necessary. 1. Garage door and/or porch header sizes. 2. Stud heights. 3. Adobe soils - special foundation design. 4. Retaining walls requiring design. -» 5. Special Inspection requirements. 6. Header size. 7. Sheetrock nailing inspection required? July 1996 Ako e, refire lxe 4, -io �! 3.2 S ITEMS TO LOOK 01-JT FOR6 Stairway details: landings, rise and d run, head clearance, handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). gxterioi 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. 1 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. 1 C.D.F. responsible area requirements. July 1996 3.3 SROM : STEVE SICKE Slave Slake, General Contractor Lk.#320138 31 Gardenia Lane Chico, California 9592a PHONE NO. : 916 345 5740 Jul. 25 1997 06:07AM P1 FACSIMILIE COVER SHEET ph: (916) 3455%,10 !x: (91 G) 345-5740 SEND TOi ANI A CA DE Compe� y Nam d F' nnnme/ M Flom/ Vo Atts4l Zu Henden A f let iaI ct2 -- Data/Da Fgx Num r/Fa Nr./N' Ne fax "" PiWdw N llrgentt I ..) Reply ASAP/ I j Please Comment/ Dringendl Rtickantwort/ Erlodigungl Urgent Rdponse urgente Commentalres attendue attendus ZS M-1 her/ Teleior✓ N• de 161. LlPlease Review/ I For your information/ Uberprofungt Kenntnlsnahme/ A 44fier Copte pour Information FROM STEVE SICKE PHONE NO. : 916 345 5740 Jul. 25 1997 06:08AM P2 . V z I COUNTY OF BUTTE DEPARTMEWWOE=VELOPMENT SERVICES BUILDING DIVISION UTTE (;OUN*i Y NOTICE )F MVE:.OPAAE#'! i SFn1/K,E 3 Post this job cord In a aefe conspicuous piece. Do not remove ntil all required Inspection& are modo end must be WING DIxf,AlON building la approved for occupnncy. Plans available on the job site. -- _ 'OUR CONV:r IIENCF A 011-710-006 pl•:H`tIT#91,•I>420 1;4EN CALL1Nti FOR INSPECTION 0 FARRAR, Jef C 1.01 Cc7n' 5 Pointe Dr. , CI i C" )EQT10oV REQUEST 57FIVIC C Cc71it : Steve Sicke ffice: 538-7630 p Retaining Wall & OraOi ng Oe:r j ,2i.2 4' PERMITTEE MUST CALL FOR INSPECTIONS To—Ice. -6 � �wd98i- ServiCe 7:311 A.M. (0 8:;S0 A.W i INSPECTION 0 TE INSPECTOR Oo Not Cover Until Above Signed M� Fooling..; :ion prior to calling this number. f Piers Water Service Underground Conduil _Pool Final — -- PTe-Guniie Plumbing Fin,3t - B wOrkwp' Electrical Frnal -. - o Not Pour C .-rete Until A o e Signed Mechanical Fill -11_ —_. .... _.. _ / Building of 10 N iu,al % /�• — Underitoor Plumbing - Underfloor Electrical _ .—.- DO NOT OCCUPY UNTIL Llnrleril0or ALL THE ABOVE IS SIGNED underfloor Framing —. SIM - FOR ALL INSPECTION] — Do Not Inslall Fleor or Slab Until Above Signed Addresses tnlollflallon 24 -Hr Ins (lough Plumbing ... — Rough Electrical - :`z --�� Rough Merhanrr.al LECTAI k,30•0 n Framing _ —M Service Mein Shower Pinry++. Oo Not Insulale Until Above Signed -i7k" °�� OR pab„g. ( 6Elgi` NEw OorSi -nO� hlSulalion of Chapter 0 Not over nil hove tone As Code, •— av�syr Fireplace luotmg OSP• (ouraEToo,.n,,,p i Fireplace Thtrnt —w- — . �ra License Tempore^�'�-�-tw Do Nol Conlrnue FFireplace Until Above Signed at —ny Service �— Stucco Lain -- ..... — gpensedon, - Scratch and Brge:n Lys Oo Not Cover Until Above Signed Ontractorg $ewer .`;frvir,G _. ..__. — e for ML; Water Service _Pool Final — -- f Plumbing Fin,3t - B wOrkwp' Electrical Frnal -. - t. for the Mechanical Fill -11_ —_. .... _.. _ / Building of 10 N iu,al % /�• — Section issued. DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED r` AND THE BUILDING OR MOBILE NOME 1. 1 shall IS -APPROVED FOR OCCUPANCY Yorkers' Addresses tnlollflallon 24 -Hr Ins l to the 1 shall Arovdle 7 Count Center_ Dr. 538-7541 538-7636 Chico 891.2751 891 2834 — w rla��ed 7194 :action Mobile Home Faciii i I:,wirinn Contraclor Ventilation . PEAMITF>. Con tree for Mobile HomA tnstafletion fp Energy Inspection Fes oce�04AI4T.*.. F, TOTE FU Es wr. e C This permit is hereby 19sued nisch Of the Butte County Code endA, indicated above for wtW h; cess Aey4 a r t NOTES 9 RESIDENTIAL PERM .011-71-0-006 99-0404 BPE FARRAR, Geoffrey ` r 45 Falcons Pointe, Chico (new swimming pool) Hill & Assoc. 9 ?'- Yo 7 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r JOB FINALED (Date) Signature V= OK 10 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date ' R'�ILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors �. 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 1 Date FINAL (Plans) OK except #'s Ao"SVb6cks-Easements So' , Compaction -Structure Stability j ool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; eceptacles and Lighting, Distance -GR ec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval t 10. lumb.; Cir. Test -Water 8<ply Test 4 Light Niche Date Card B-1 Date Card B-1 Date &card B-1 NM Date Card B-1 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location- Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance i� Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors �. 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 1 Date FINAL (Plans) OK except #'s Ao"SVb6cks-Easements So' , Compaction -Structure Stability j ool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; eceptacles and Lighting, Distance -GR ec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval t 10. lumb.; Cir. Test -Water 8<ply Test 4 Light Niche Date Card B-1 Date Card B-1 Date &card B-1 NM Date Card B-1 /= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning-Setbacks-Easements-Flood-Slope Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils-Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel-Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers-Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test-Anchors-Regulator-Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance-Material-Support-Ins. Brace Interior/Exterior Wall Panels 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except We Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent-Access-Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor-Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor-Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor-Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor-Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter _ 23. Fixture & Transformer Clearance-Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing-Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Ramex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral C) Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service-Riser Conductors & Ground Main Disconnect Clearance Looked under Floor O Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive ] Yes ] No/Walks ] Yes ] No/Planters ] Yes ] No 33. Clothes Closet Light-Shower Light-Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter _ 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Ramex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive ] Yes ] No/Walks ] Yes ] No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE y,- yo y OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above a ress and should be corrected. Please notice this office when correction of work is compl' ed. If you have any questions pertaining to this matter, or need additional explanation, plea contact this office immediately. /111 "1 V, COUNTY OF BUTTE BUILDING DIVISION -DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE OWNER -7U PERMIT NO A routine insrection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. it Date Inspector REV 10/92 COUN' OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 CountyOentADrive - Oroville, California 95965 - Telephone (530) 538-754jV� �PW�y I N9• (Rev. 12/96) APPLICATION AND PERMIT 77 I ASSESSi111TEETTt- ' 006 IGEOFFRgY ZONING PUD BUILDING PERMIT494 OWNER FARRAR TELEPHONE SQ. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 391 BROOKSIDE DR, CHICO CA 95928 CONTRACTOR'S NAME HILL AND ASSOCIATES TELEPHONE CONTRACTOR'S MAIUNG ADDRESS 199 FAqT SHASTA AVE, CHICO CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —FilingFee $ 20.00 Permit Fee $ 234.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 45 FAICONS POINTE Energy Plan Checking Fee $ GRIGG PERMIT FEE $ LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ OtherNEwWater IFY Each Trap 7.00 Solar or heat pump water heater 23.00 piping 15.00 Each as water heater or vent 15.00 ' TYPE OF WORK New Y7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MASTER 6-2$-94 sag, - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 2a A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is�full force and effect. License Class "LC! Lic. No. 3 %% 4-MEx, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier me I-ivy?PERMIT Policy Number 0352 32 (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. X _ E_ Date 3 -�' `1 `1 Signatu a of Applicant - ❑ Owne Com ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00 W:U200A CCU000A NEW coNsr. owEwNG Occup. so OR ADONS. 8 ACC. S.3.5¢FT_ NEW RESID. MULTI.OUTLET 97,50 POWER APPARATUS b SINGLE OUTLET CIR. OCCU OUTLET OR FDRURES �� p'.so Ex. Occup. o Ixs REINS p OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 NEW POOL ELEC 30.00 PERMIT FEE t 50 , 00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT FEE $ 362.00 HA2. D. FEES IMP FLOOD cOF P c pp H This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ` i I By D to 9 PERMIT EXPIRES ON 0. Receipt No. 257976 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541,v� 'r ,P�RIM�IT No. ;�F (Rev. 12/96) s '%.APPLICATION AND PERMIT ``C-/ ASSESSOR PARCEL NUMBER /I I-©o/::�, ZONING P BUILDING PERMIT OWNER rmr- TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS [, e 3q I rDO w'Si 6C� i2i L 9 CONTRACTOR'S � TE � OO �HN� CONTRALTO s MAIUND ADDRESS Q( CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Filing Fee 20.00 Permit Fee $ p2_3 ♦ :nom ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ &—o BUILDING ADDRESS , � Ener Plan Checking Fee $ Energy g $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ 111etd p / SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15&00 Each gas water heater or vent 15.00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:J/1'%li.sKe-Sa © 7 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (9?20.00 PERMIT FEE ELECTRICAL PERMIT Filing Fee 20.00 Main Service tow OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division. 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER-BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000^ 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLOS. SO 3.50M R61D. MULTFT BOUT ppµI.ET �iO 7.50 POWER APPARATUS a swG1 E oLmET CR EX. Occup. OUTLET OR FIXTURES BAL @ L.w Ex. Occup. 07D AW .oE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 d � -3 p, PERMIT FEE $ r O_l WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 11 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. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ HAz. D FEES IMP FLOOD I CDF ARCEL PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON Pats) provisions to do work paid. Receipt No.�S�%Gi� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I i•... x"-'# .:� r.. ---j �.��+c-++t)..,. ��:-; � ;��>'y..�r. y�,v •...j-• t ,;N..S-.�.. .�,. - :'�`+'.Y"`%�.fn:-(�w�.r� ,; �+r :.'^.J::...4..;,�._ .�,r,.: .3�:- + - COUNTY OF BUTTE DfPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: ,. ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: At At time of permit application, I w ad ' ed the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- , ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Derign Compliance and supporting documentation. -------------------------------------- 7------------- ❑ 7. Statement cf Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous _Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- LYs❑ 13 lood elevation certificate. ---------------------------------------------------------------------------------------- anitation and plot plan approva� Health Department. --------------------------------------- -❑ 15. City of CHco plumbing permit. ----------------------------------------------------------------------------------- Or❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carrier and policy number. ----------------------- 023. Owner-1361der Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- 025. Recorded zopy of Agricultural Acknowledgment Statement. -------------- ❑ 26. Letter of intent on building use. ----------------------------------------------- 0 27. ---------------------------------------------.❑27. Manufactued Home utility clearance. --------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------. ❑29. ❑433 A, 7Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) When you issue the p process as follows El Mail to owner, ❑M '1 �o contractor. CPO❑ Telephone $V and hold for pickup at C I C, , office. ❑ Deliver with inspector. _. Applicant: �! �J�'" 4 Date: 3 _Z -7 S Copy of Haz-Maa form sent ❑ Health Department, ❑ Fire Department, ❑Air ion Date: Copy of plans seat ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index pen -nit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Y Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: r Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divi 'on counter, by Date: Plans reviewed by. Date: Plans approved by: Date: - Sets of pans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: E.H. USE ONLY Plot Plan Attached _C3 + Floor Plan Attached .' /,�j✓�/f�' J Sent to B. D. fo TO": '- - Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal >? Water Supply: Public Private Well Clearance for-daacelliag. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist EMN Date k r s PROJECT F0kjTA2 . 1 X414— DRAWN: E: SHEET NO. ILL �:O lit �'!"> � �. °�"i �> 4 BACHMAN A ASSOCIATES 13647 Garner Lane CHECKEDEJAI B N0. 99-017 (916) 342-4136 Chico CA 95973 : OF TWO A MAX Der#4 6 4 4- _ Y - 3Lj3z%o 2ca, POW 44�Ct�5 i$UTTF C WILDING DEPARTIMWOO XPPROV P P PROJECT: DRAWN DATE: SHEET NO. 2 OF %V�'� BACHMAN do . ASSOCIATES 13647 Garner Lane (gig) 3�2-1138 Chico CA 95973 - CHECKED JQOB No. ! 4? ' 7 Count L A N D O F N A T U R A L W E A L T H A N D B E A U T Y _ r•?T BUILDING DIVISION . •,__�tj':�; ` _ DEPARTMENT OF DEVELOPMENT SERVLCES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 February 9, 2000 Geoffrey Farrar 45 Falcons Pointe Chico, CA 95928 RE: Building Code Violation A.P# 011-71-0-006 45 Falcons Pointe, Chico Dear Mr. Farrar: This is a courtesy notice to notify you that you are in violation of the Butte County Code, as follows, at the above referenced location: Failure to obtain approval of previous corrections and failure to obtain final inspection prior to occupancy and permit expiration for construction of single family residence. Since permits and inspections are required for the above work, apply for the required permits to makecorrections and complete the project and pay the appropriate fees. ell work must stop until these permits are issued and you are authDrized by our field inspector to proceed. This field authorization cannot be rade until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should .be advised that Butte County has an active Code Enforcement Program which provides an effective meEns of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have 30 days to voluntarily comply with the above directions or to present an acceptable plan abatement or corrective actions to be taken by you. Should you have any. questions concerning this matter, please contact Scott Rutherford of this office at the address or telephone number listed above. S' cerely, Mic ael C. XVieira, C.B.O. Man ger, Building Inspection MCV:dms o r::.f ,� .'i`f.K`•i :�� o��r.n``ef"+.1�. �f'"+�'��?'��.r�."!3' 7 ,ti.,.� :'l'F '� :•��'4'� `: �: ;.a "= `iCzT.' ^mmt •y+., "sYe.",�,�a.;?1G. 5� is y��6'�r:�a� t*.�ew'.^-^�a ...+,,r,.' -a. ' ti: tr.e s 011-710=006 '` r' PERMIT#97-1807 FARRAR Jeff & Shirley 45 Falcons Point Dr., Chico ' Transfer BP#97-1164 to Owner••` COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 ` r RRMI1No. (Rev. 12/96) APPLICATION AND PERMIT O ASSESSOR PARCEL NUMBER O O / ZONING BUILDING PERMIT OWNER C�- .4 sN1R.4C- ELEPHONE �s SQ. FT. OCC. BUILDING VALUATION OWNER'S I ADD ESS ^ 1 o CA•P140G 14 lCo CONTRACTOR'S NAME O W A) I— K TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS S` FAQ /us P0 f w.7-6 CN tc O Energy Plan Checking Fee $ PERMIT FEE S LAT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ _ Describe Work: A yV5a[ 12W4Lp-JeS % > 0-f Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoo.OR LE S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. D, I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A To I000A 46.00 NEW CONST. DWELLING Occup. so OR ADDNS. ( a ACC. BUDS. 3.5QFT: NEWCNON-RONS. DT R�CTI.OUTLET'RC 'ITS @7,50 POWER APPARATUS - 8 SINGLE OUTLET CIR. 2D @ Ex. Occup. OUTLET OR FDRI'00URES BAL SO Ex. Occup. ouTLEEDTs AES1I'S6.).1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) `Qy not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit those provisions. `a G, T41" ��.. �� ke- X 1 ""jj Date Signature of App icant Owner ❑ Contractor ❑ Agent f/ An O, SHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE p �... — HAZ. I D. FEES IMP I FLOOD I COF PARCEL I PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. -�=Y B Date PERMIT EXPIRES ON Date ReceiptNo.' yr % WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISI 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754 _ PE M� O. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER (q ZONING BUILDING PERMIT OWNER ELEPHONE SO FT. OCC. BUILDING VALUATION OWNER'S I 7 AD ESS Ck C CAA IC0 CONTRACTORS NAME O W TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS ��. r ! (CO `h�[ l Ener Plan Checking Fee Energy g $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: n� � ��) �" © Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Fee 20.00 Main Service aoov oR LEss 2o0A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, Will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEIIING OCCUR OR ADDNS. ( 8 ADD. BLDS. SO 3.5QFT. NON -RES DT MULTI.OIRCUI TS 97,50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES 209 ' 00 SAL @ .50 Ex. Occup. oFlx ETS A IESDORF-1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number he above sections need not be completed if the permit is for work of a valuation onehundred dollars ($100) or less.) /1�cfthat 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 w' those provisions. - J X 1 Date _� Z _ Sig ature f p icant - Owner ❑Contractor ❑Agent An SH ermit is required for excavations over 5'0"deep and de olition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE A ryertify TOTAL FEE $ «</... - =.AEES IMP I FLOOD I CDF PARCEL7 HD ISSUE This permit is hereby issued under of the Butte County Code end/or indicated above for hich fees have PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Dat Date Receipt No. WHITE-D.D.S.-B.D. CA ARY-ASSE SOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PER IT N (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-710-006 ZONING pud BUILDING PERMIT OWNER JEFF & SHIRLEY FARRAR TELEPHONE SO. FT. OCC. BUILDING VALUATION 5 10 R 297,540.00 OWNERS MAIUNG ADDRESS 466 CHICO CANYON RD., CHICO, CA 95928 2582.82 U 46,490.75 CONTRACTOR'S NAME STEVE SICKE TELEPHONE 345-5740 853.5 C 11,095.50 CONTRACTORS MAILING ADDRESS 31 GARDENIA LN., CHICO CA 95928 CONSTRUCTION LENDER 2 03060,00 6,000.00 Fireplace kol-500 3-000.00 LENDER'S MAILING ADDRESS Total Valuation $364.126-29 ARCHITECT OR ENGINEER NORTH STAR ENGINEERING LICENSE NO. C053590 Filing Fee $ 20.00 Permit Fee $ 1563,94 ARCHITECT OR ENGINEERS MAILING ADDRESS 20 DECLARATION DR., CHICO CA 95973 Plan Checking Fee $ BUILDING ADDRESS 45 FALCONS POINTE CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S2623.50 LOT NO. 6 SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF EXXDuplex Cl Mobilehome ❑ Other SPECIFY Each Trap 24 7.00 168.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 30 00 TYPE OF WORK New ERXAddition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2.Oon oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �2�1 License Class - I LIC. NO. t-] OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To ,000A 46.00 NEW CONST. DWELLING .OLOS. OR ADONS. ( a ADC. BLOS. So 3.5¢-, NEW CONST. MULTI.OUTLET NON-RESID. ANS c @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00BAS @ ,50 Ex. Occup. ouT s REESIEDD.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. $,I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compens$jionjnurrance cgrrier and policy number are: Carrie' C c r� r Policy Number _ �JrCi�51GI�C,Q (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 hwi sea ly with those provisions. ' X Date �� Signature of Applicant - ❑ Owner ❑ Contractor �] Agent•,2o'Z An OSHA permit is required for excavations over 60" deep and de olition onstructi8n of structures over 3 stories in height. / �L - de YJ 6, MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling QQ Hood -20 6.50 rs so Ventilation PERMIT FEt $ 89.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 00 Occ 43 CONST. TYPE VN TOTAL FEE $ . 70 -350 HAZ. F IMP FLOOD L pp HD Issu This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have BY /Aa� PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 9 x.1 �__ S �21s f 3 Dale Receipt No. .; s WHITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECT R GOLDENROD -APPLICANT (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 47 CouDity Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT 7 t/6 ASSESSOR PARCEL NUMBER 01�-116- ZONIN u BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER LINO ORE$i3 i{ ilfl Z 0.. 4- CONTRA 'S NAME _ N I •) CONTRACTORS MAILING AODR ss CONSTRUCTION LENDER(pe Fireplace 4 LENDER'S MAIUN0 ADDRESS Total Valuatlon $ ARCHITE ORE INEER , LICENSE NO. osis � Filing Fee $ 20.00 Permit Fee $ -r ARCHITECT OR ENGINEERSMAILMESS --)-C) _ DR�,r. C �' 13 - • Plan Checkin Fee $ BUILD NG DRESS Energy Plan Checking Fee $ X31 cm� $ 2 O PERMIT FEE $ LOT NO. SUBDNIS IONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 /Y. Each as water heater or vent 15.00 TYPE OF WORK New &K Addition ❑ Remodel ❑ Ublities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.0 Building sewer 15.00 S— Mobile Home I S I G W @20.00 I PERMIT FEE ELECTRICAL PERMIT S Fling Fee 20.00 Main Service mo oa LEN 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Uc. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUR 3 5yss..To. a OR ( oNS.. MUAiCTcosnEr NON•RESIo. 97.50 POWER AP=US 8 SINGLE OVTLEr CMR. 20 O 1.00 Ex. Occup. OUTLET OR FOMRES SAL. @ .w flxEO APPLNS. OR S.00 Ex. Occup. ouTLETs RESID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 3 ; zc WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation 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. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating to — Cooling Hood 6.50 r "� Ventilation Z r j� PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee 1 $ 40.of occ� co T. TYPE TOT L FEE $ HAz. I D. FEES I P FLOOD �COF I PARC PO HDI ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ (Gate) o. 0/ E 0. S. - B. . CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7, COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PEBMITAPPLICATION DATA SHEET OWNER: 12W 2n,A QZ' ASSESSOR PARC ER: (� — '7 /A -6 Proposed Build ng Use: I P- Building Inspector: Date: At time of permit application, I was advised the following data must a submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans- 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation.--------------------------------------------------- e � ❑ 7. Statement of Intent for'Non-Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ----------------------------------- 1 ❑ Manufactured Home data and installation instructions includingnTie Down Specifications ------------------- s of S • - ----------P? 35T,_Ld----------------------------------------- ,Fee ------------- mpact fees as shown on the attached schedule. 6ees ---------- -- =-=--- ------------------------- ----- alifornia Department of Forestry plan approva- - ----�¢ I4---------------------------- Q,13�Flood elevation certificate. ---------------------------------------------------------------------------------------- . Sanitation and plot plan approv t Health Department. ------------------------------------------- Ell 5. ------------------------------------------ ❑15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 17. Planning -.approval for (A) Use: (B).Parking: _. ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 0 20. Pre -inspection for required Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). -t Workers- Compensation carrier and policy number. ---------------------------------------------------- 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 02 iter of signature authorization. ------------------------------------------ . RecordeC copy of Agricultural Acknowledgment Statement. ----------- ❑26. Letter of intent on building use. -------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------- ❑28. Existing -violations and/or expired permits. ------------------------------- ❑29. 0433 A- ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) When you issue=the permit, process as follows ❑ Mail to owner, ❑Mail'tp contractor. ❑-T�etephone y S"7 q6 and hold for pickup at C 9 " G a office. ❑ Deliver with inspector. Applicant: -._ Date: 3 Copy of Haz-M4t form sent o Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, o Fire Department, O er: Date: By: i 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional iters required: ontractor esigier, owner, was advised of the above required data by)IDphone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data bhone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, weer, w f the above required data by El phone, o mail, ❑Building ivi/sro� counter, by D te: Plans reviewed by: Date: �' Plans approved by: Date: 6y - Sets of dans on hold,&6 Plan Cabinet, ❑ A.P. folder. Note transfer by: V Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached 1/ Floor Plan Attached Sent to B.D. Owner Location AP# Plan Approved for: Sewage Disposal �/ Clearance for 0 —dwelling. Other r-- tHold-final-for:. �l�n Final clearance O.K. for: NOTE: Water Supply: Public Private Well L-- E vironmental Health Specialist Date 8/96 �. -�. •1•{hf�. S{`, ..•.a+ �`'F ,,�•�. r rt4i� �:�. i iRr n %}'SNS. �� `"� ,;"� 1°vim../"w`r�'y�r.•c+ur1`..:�r+-.Tt'�..-.orw�w'M's�...—aa`'wt'.i ti..w, .:r�,t,i 1. 7y^�""/)S-'t`.-vY ��.;i"f rT.:. ... COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE. CA 95965 TELEPHONE (916) 538-7541 ^- SCHEDULE OF FEES DUE F OWNER ��1` t' 4YlS1ft_*2_ A.P. # { PROF•OSED BUILDING USE S DATE REC # DATE R13C 1. BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....... t $,: SCHOOL DISTRICT FEES c g " Ga q �] a (paid at District Office) ( 1 �__/3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $.3 22 q0 i Units Commercial (sq.ft.)... X.w" $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. t x =$ Sq.Ft. Amt. 4�'5_. RECREATION DISTRICT FEES <. (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES _4-1$425.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At tine of permit application, I was advised the above fees are required to be paid prior to issuance of the- building hebuilding permit. These fees may be changed during the plan checking process. APPLICANT DATE Original -Owner Copy -Building Div. (Rev. 12/95) 7 I O.B. - I .....:...:.:.:...::..:.:...:..::..:...... . ,i �� . J.4. i Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labo d materials for construction of the proposed prop e unprovement : YES[ NO[ ). 2. I HAVE[ HAVE NOT[ ) signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: NAME: S'►`t-V 6 /-AWIE- ADDRESS: CITY: a—A%C.o PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: SOCIAL SECURITY NUMBER: DATE: $1 ZS�el NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. . , , 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks *are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For mon specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuildet" building permit. erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street. Sacramento. CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. Sincerely, Michael C. Vieira, C.B.O. Manager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT . /I,, 5 Assessor Parcel Number(s) 011--7 1 V " 00 Property Owner Project Locati Subdivision Lot Number(s) (�a Residential Development: (check one) _ New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Depar ment Representative Date Chico Area Recreation and Park District(CARD) certifies that Je�-4 'Fc�_v-rc,,<— gqH- 14"oz-Q_� (Applicant Name) (Phone Number) pc � (Street Address) CK«CIA- g5C.a21 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for J dwelling units @ $1,189 for total payment of $ CARD Representative PAID BY CHECK NO.(� BANK N0. PAID BY CASH RECEIPT N0. REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) �s_ as -a7 Date Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 08/25/97 1=YOPtl 00106969 DIED t 1815,5. School District . A.P. Number Property Owner :e Property Location/ n BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) 6 Building Department No. 011-1 I �i diction: City County Subdivision In Q('!MA P �^t.Lot No Residential 133velopment F 17 No of Living Mobile Home Addition Units Installation Commercial/Industrial lQ Sq. Footage �5 V O (G oup R) QSq. Footage New Addition Building Department Representative (Floor Plans reviewed by School District Personnel) District Identfication NO. 6- Q . Date (Including Exterior Roofed Areas) �R School District certifies that tu (Applicant) 64 (Street Address) (Phone Number) (City) r' ,5 1 has complied with the requirements of Resolution No. representing 5J �Q square feet. School District Representative i Paid by Check # Remarks: (State) (Zip Code) 615 117-,,96 by payment of $ BW 2926 S ULL MITIGATION $ Dat Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Ccde Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. If, subsequent ro 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 (CEQAI, this project me/ 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.xls (2/97)dmm FROM STEVE SICKE 0 Steve Sicke, General Contractor #320138 31 Gardenia. Lane Chico, CA 95928 August 18, 1997 Butte County Building Dept. Chico, CA PHONE NO. : 916 345 '5740 Aug. 18 1997 03:46PM P2 This letter authorizes the owner, Jeff Farrar, of the discussed project to obtain the permit originally applied for by myself, Steve Sicke. At this time Steve is not the confirmed contractor on this job and therefore the owner is to obtain the permit as owner/builder, Sincerely, Steve Sicke MDELI ' al TdAX10-, kL . T Y L s, Co. And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 AU6 2 61997 r_ 97-031802 • NpT - . .. r • GRIC�llllq[ PA� WI �► - �UMENT 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 property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides. pesticides, and fertilizers. and from the pursuit of agricultural operations including, but. not limited to cultivation. plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessary farm operations. All that real property situate in the Count%- of Butte. State of California, described as follows: SEE EXHIBIT "ONE" ATTACHED Date: 6 zZA State of California County of Butte PROPERTY OWNERS: Geoffrey A. Farrar On 8/25/97 before me, Krisann Michelle Morton, Notary Public A 01 personally appeared Geoffrey A. Farrar and Shirley M. Farrar 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. KRISANN MICHELLE MORTON COMM. # 1072400 NOTARY PUBLIC - CALIFORNIA Sign aturc`7..-t �}'j11Gk e,LL�rSeal: Q COUNTY OF BUTTE w M4 Comm. Expires Sept. 17, 1999 :%.P.# I. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. . RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER ORDER NO. 2-61936BG LEGAL DESCRIPTION EXHIBIT "ONE" ALL'THAT CERTAIN REAL PROPERTY SITUATE IN THE UNINCORPORATED AREA OF% THE COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:, PARCEL I• LOT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, PAGES 89 THROUGH 92. TOGETHER WITH ALL THAT PORTION OF CHICO CANYON ROAD (HERETOFORE ABANDONED) LYING NORTHERLY OF AND ADJACENT TO THE NORTHERLY LINE OF LOT 6. OF THE ABOVE DESCRIBED MAP, AS ABANDONED BY RESOLUTION RECORDED MAY 14, 1993, SERIES NO. 93-19309, BUTTE COUNTY OFFICIAL RECORDS. EXCEPTING THEREFROM ALL THAT PORTION OF SAID ABANDONMENT LYING SOUTHERLY OF AND ADJACENT TO THE SOUTHERLY LINE OF LOT "F" OF SAID SUBDIVISION ABOVE AND NORTHERLY OF THE CENTERLINE OF CHICO CANYON ROAD THEREIN ABANDONED. AP # 011-710-006 PARCEL II• A NON-EXCLUSIVE EASEMENT FOR PUBLIC UTILITY PURPOSES, INCLUDING WATER, SEWER, DRAINAGE, ELECTRIC, GAS AND COMMUNICATION FACILITIES, ALSO FOR PRIVATE ROAD, PRIVATE STORM DRAINAGE FACILITIES AND OTHER RELATED APPURTENANCES, OVER, UNDER AND LOT "C", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, PAGES 89 THROUGH 92. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING A COMMUNITY LEACHFIELD SYSTEM OVER, UNDER AND ON LOTS "A" AND "B", AS SHOWN ON THAT CERTAIN MAP ENTITLED, !'FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 1", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, PAGES 89 THROUGH 92. CONTINUED ORDER NO. 2-61936BG DESCRIPTION - CONTINUED PARCEL IV•' Ay<NON-EXCLUSIVE OPEN SPACE EASEMENT TOGETHER WITH THE FREE AND "UNLIMITED RIGHT OF ENJOYMENT THEREOF OVER LOTS "E" AND ."F", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 111, FILED IN THE OFFICE OF THE COUNTY RECORDER OF --`%BUTTE COUNTY, CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, PAGES 89 THROUGH 92. PARCEL V• A;"%=NON-EXCLUSIVE EASEMENT FOR THE PURPOSE OF CONSTRUCTING, RECONSTRUCTING, OPERATING AND MAINTAINING LANDSCAPING, LANDSCAPE IRRIGATION, FENCES, WALLS, AND RELATED LANDSCAPING FACILITIES OVER LOT "D"; AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 111, FILED IN THE OFFICE OF THE COUNTY RECORDER_OF.BUTTE COUNTY, CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, PAGES 89 THROUGH 92. PARCEL VI• A NON-EXCLUSIVE EASEMENT FOR THE PURPOSE OF CONSTRUCTING, RECO NSTRUCTING,�OPERATING AND MAINTAINING A FIRE PROTECTION WELL AND. APPURTENANCES THERETO OVER LOT "G", AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FALCONS POINTE PLANNED UNIT DEVELOPMENT - PHASE 111, FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON FEBRUARY 10, 1993, IN BOOK 126 OF MAPS, PAGES 89 THROUGH 92. END OF LEGAL PLAN REVISION P% Please complete the following information in order to process your submittal. If this form is not complete, correct and leuible. it may cause a delay in processing. Owner's Name: J c Fr �� R n 2 Received By: C) A.P. #: t 1 Permit Time: ContactPhoneNumber: Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: ❑ Other: If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: Call and hold for pickup at the ❑ Chico Office ❑ Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: �.__�bePt #: „20� � t'f � � ❑ Additional Fees Not Required Additional fees mupon complexity and time involved to process this. submittal. NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT FA9969 JOB NO. %?J LOCATION LoT eO FALG0IJ� PDIfJ-T- DATE 9116119 CODES.: Uniform Building Code, 1994 Edition RISC, 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 Steel Reinforcing:. A-615 Grade 40 for #4 and smaller 4.OFESSION� M. Ric A-615 Grade 60 for #5 and larger tructural Steel: ASTM A-36 teel Pipe: ASTM A53 Grade B C053590 el Tubing: ASTM A500 Grade A or'B c ine Bolts, Anchor Bolts: ASTM A307 Grade A d Connectors:.Simpson Strong -Tie or equal. od: Light Framing: Const -Grade Douglas Fir sT,�T CIVIL Struct Lt Framing, Joists & Planks: D.F. #2 �� Beams & Stringers, Posts &• Timbers : D.F. #1 OF CALIF0 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 : I& psf Seismic Zone �J Exposure:-[?, � Floor Live Load: -0 psf Wind Speed: _76�? mph Method.2 used unless otherwise noted. Allowable Soil Bearing': C2el� psf ARE SPECIAL INSPECTIONS REQUIRED ? NO 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 -7 E 3Y: i m NorthStar )ATE: JOB NO:S733ENGINEERING :'AGE 2 OF Civil Engineers• Planners *Surveyors IM 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 ri v e, - c--, 6, L, L4 H 0 vr,- F- 2 Ac-) H 0 �-J N nOV15, H (6,10 V � F-) 4F o x. 12. P. F. D -F AT F, W- 0 - 5cALr-- A T v' Y: J M NorthStar 20 DECLARATION DRIVE ATE: 9I 17 CHICO, CALIFORNIA 95973 DB NO: 5722' ENGINEERING 916-893-1600 AGE OF Civil Engineers • Planners *Surveyors Y FAX 916-893-2113 cl F g � to o �. I � �JA � �� p,a�J - ► g I - � .:: -:- 7 Zo 20� TZgo = (.3� (22 3/-4- -tl.g ►. .� C 1080JtJ- C 1244. 3 3 Z 24 F= -V:44 20 I L -... 1 r' Y: ATE: 7 DB NO: 4-2- 73 3 AGE 4 OF NorthStar ENGINEERING Civil Engineers* Planners- Surveyors �Lc�� I SGHI✓MATIG. No SCALE O/ \\ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 FAX 916-893-2113 Q � X x x x .LL x x x x Q � .LL BY: J H W— DATE: I I• I —7 JOB NO: 5-7jZ : PAGE 5 OF NwthStar ENGINEERING Civil Engineers Planners• Surveyors o>zlGIIEJA� �FA�1= Pz ../ 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 F, �2 P= R F Qr� Pz = P F b r✓1. .r2 'A= 24� o F [31-165_ 4 Fz, g 1-1 IrV :22.. 2 K izi nax. 534-2- �► 3 < 3� Al �2 P= R F Qr� Pz = P F b r✓1. .r2 'A= 1�C12.4-)I-1&= II;�►�Z < I21 r BY: DATE: 1 -7 JOB NO: PAGE OF P 2) I-1 ■ * thStar UriI = 20 DECLARATION DRIVE ' '" ""' ` ��d.' " "' ENGINEERING CHICO, CALIFORNIA 95973 916.893-1600 Civil Engineers • Planners • Surveyors F9rl Io+ F�NI 13 FAX 916-893.2113 IZ 2 FTCSI•A = -" .1, +F DISI tFg�1Zo= 111.4+ I+() 1.� 81 rT U--2 3C1x 3Ca'' i7, ill 3 -4 FT6� • F f4, =. F�?rI 1S 4 FDM2014nIzI=(I2-4-f"1-L-2,?)11-5 = 10.9F-Tz. 4011 X40 11 x..121f FTG617+.FBi121-t-FFij2.Cv+�t3lI.�-12.4r—rZ w� 3- 4 5.i,,J. UriI = 2•�� P3 = F9rl Io+ F�NI 13 hex. _ -7c S = •70.1.10._..2-�.._= 2� Z � iel� 3 < _�:.��.� .. U 2 I X319- IZ 2 FTCSI•A = -" .1, +F DISI tFg�1Zo= 111.4+ I+() 1.� 81 rT U--2 3C1x 3Ca'' i7, ill 3 -4 FT6� • F f4, =. F�?rI 1S 4 FDM2014nIzI=(I2-4-f"1-L-2,?)11-5 = 10.9F-Tz. 4011 X40 11 x..121f FTG617+.FBi121-t-FFij2.Cv+�t3lI.�-12.4r—rZ w� 3- 4 5.i,,J. BY: J�lIZ DATE: 1117 JOB NO: IF73?2 NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 -7 Civil Engineers* Planners •Surve FAX 916.893.2113 PAGE .7 OF Yors �.. �T-F0►-1 14� 11, I.�- 3 FTS 12i1 13_ ; 4 5. �J F Tri ►sem 4411 x 4'V x Iz11 w 1 3-#-+ 5. L�j F -T61 • F6`'1 1-7 F3r'1 jg> J ..� I. j I I) 11.5 = 15 �� Z U--2 46'1x A68" X If g�1 18 SRI- SiT A�L,Pal I �' . Nl spAN = Igl �p 92- F zF 2,H -7" �K 71 �21 202 3.(04 u--2 �� 6, IB F- t/+ NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCULATIONS PROJECT FA99AR JOB No. '7��_ LOCATION LOT eO FALGOIJ S PDI fJT DATE 9 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 Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 teel Pipe: ASTM A53 Grade B teel Tubing: ASTM A500 Grade A or B chine Bolts, Anchor Bolts: ASTM A307 Grade A od Connectors: Simpson Strong -Tie or equal. good: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 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: g'd . psf Seismic Zone Wind.Speed. -e mph Exposure:_ Method 2 used unless otherwise noted. Allowable Soil Bearing IS0c? psf ARE SPECIAL INSPECTIONS REQUIRED ? NO 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: imp, DATE: 11/96 JOB NO: 97-;;3 33 NmthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 Civil Engineers• Planners• Surveyors FAX 916-893-2113 PAGE 2 OF n_ ;. . nov'✓.�o�UM N ov�R- 2 ate, �Ho�JN z I"loV GSL. FTG.To Hoz, (6,10 V�rz) SGL -3n Iox12bF.' 10x12 RF* O l2 J6 6 6 6. N o IM . AT F, W- 0 5c -ALE 4Q0 F ESSION� M RICy C 053590 ST CIVIL 1Q` ��OPCA�� 3Y: J H P- )ATE: 9I9- OBNO: 'AGE ?) OF NwthStar ENGINEERING Civil Engineers* Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 R �ul�� 0 �� M� o��D �GL-er_>lJ F-) (I to o>z I QA coq 2041 i /4 1 o949 -,At-<. .I n I Zoo i � I _ I ; L f , Fog - Lj 2. L 3 x I3 Z 2� PJV .•20 A l,j _ ..._ _,_._ ,_. ...... �. .Y: J M >? )ATE: 17 0B NO:: —2733 'AGE q- OF No 5GALE O7 NorthStar ENGINEERING Civil Engineers• Planners• Surveyors s��}MATIG 20 DECLARATION DRIVE :CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 QV,OFESSIOIyI`ZZZ� VAI� � NI. RICA � F I G 333 X x x x X X X x BY: J K DATE: I' I -7 JOB NO: Cj 7 j7 PAGE 5 OF F Bpi 14 NmthStar ENGINEERING Civil Engineers* Planners* Surveyors P� Pz -. 241 P, P3.= F W 4 I �1 rnax. Ar 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 N e��j � 19, Ps P—. 2 Izl , - F fel 1 o� I G-�I1�Drl.: S..PP��1 I q =� [ Nl l� = I I P, P3= Far1 +_FiM ,--23K.�� = I�C12.4)/=1= 103-7 / 2. 4 . = Z.& -&'j 3 (0 FL�,- �- 13-1 - -c2(1�.c2-jiz) .4 �2� BY: �Iq�R — NorthStar DATE: JOB NO: '2733 ENGINEERING PAGE OF Civil Engineers* Planners *Surveyors W 121 F— 2 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 �'✓�I GTI FooTIiJG�� _. .. F T61 . A 14 = Sr i� +F tj Ici Fgrl2o = ill.4+ ►+ f)i 1-� 8 � F -r2 FT61. F2 A = FL I I �5 4 F ZC FW 21 = (I2.4 j-1-�,) / 1_S = 10.9,,Z U � 4O11 xi� i� x 12I► I<�� l.J � - d5. U F T 61 G A (Ug l 17'+'Fgn2lI-t t:-,- 4z-IIX Uri I i P3 = FB rl to + F R-1 13 11 X31 x. ►8: _ W 121 F— 2 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 �'✓�I GTI FooTIiJG�� _. .. F T61 . A 14 = Sr i� +F tj Ici Fgrl2o = ill.4+ ►+ f)i 1-� 8 � F -r2 FT61. F2 A = FL I I �5 4 F ZC FW 21 = (I2.4 j-1-�,) / 1_S = 10.9,,Z U � 4O11 xi� i� x 12I► I<�� l.J � - d5. U F T 61 G A (Ug l 17'+'Fgn2lI-t t:-,- 4z-IIX BY: DATE: 1 117 JOB NO: :j7372 PAGE .7 OF 7 NwthStar ENGINEERING Civil Engineers* Planners Surveyors 20 DECLARATION. DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 I''IMAx 48� _KIL,. 5 45e� 2.�}- 22- 3 6o4 use 2, X�iX12ii ��3_ 4- 5. �,J FTri - "F- (FgrI lc�-t_ _Fg�l ��_ (IZ. I �- �.-7 I.C57 = I�-2 ,Z 44 Ix F-TCi . F ( FPrl 17 15- F-1.2 g�1 18 �>z� GI1Ja .Pal I''IMAx 48� _KIL,. 5 45e� 2.�}- 22- 3 6o4 AE,SIDENTIAL _ 010-006 PERMIT#96-1820 i FARRAR, Jeff r, Falcon's Pointe Dr., Chico Cont: Steve Sicke Retaining Wall & Grading �c�S /3rL� o� r7 vl" JOB FINALED (D V Signature V=OK 0 - Not OK '=Nott ReadApply MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / / Uft. / /Nat. or/ / L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -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 V OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Shigle & Duplex) ' = Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Bfockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 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 PLUMBING (Permit),OK except #'s -16.-Water Htr.: Vent -Access -Combustion Air -Baffle - ------------------------------------- 17. Water Pipe: Test & Anchor -Nail Protection ----- -------------------------- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection -- - -19.-Shower Pan; Test_ First Floor -Tub Access -------------------------------------------- - ------- 20.- Test--&-Shower.-Second- Tub Floor -Tub Access -------------------------------------------- - ---- -- - - - - - - - 21. Gas Pipe: Size & Anchors ------------------------------------------------------------------------------- Date Card B-1 DateCard B-1 ------------------------------------------------ --------------- --- ------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection --------------------- ------------------------------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors --------- - ---- ------ - ------ -- ------- ------------------- ---------- 24. Size Boxes & No. of Conductors -Stapled -------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. --------------- ------ - ----------------------------------------------------- .. 26. Equip. Ground made up wrMech. Fastners-Bond Gas & Water -------- -------------- ----------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size,GFI -----------------------------------.. - --... ... ... .. 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At ----------------------------------------- `---------------------------------- .. 29. Range Circ r , ga. Cu or Al -Oven Circ. r J ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No --------------------- --------------- .. 30. Service -Riser Conductors & Ground -Main Disconnect --------------- -------_--------- ------- --...- 3L Equip_ Clearances Panels-Motors-Mech. Equip. .....----------- - _.... ... ... ....... .. 32. Clothes Closet Light -Shower Light -Spa Light --------- - - -- ----------------- ---- ----- ......... 33. Smoke Detector --------------------------------------------------- --- --- - ..... ....... . Date Card B-1 Date Card B-1 - ------------ ...._..._-------------- -- ----------- ... ... ... ... .. Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support .. . . . . ... ........... .... . 35. Vent Fan: Exhaust above insulation -------------------- --- --- ......... .... ... .. 36. Condensate Dram & Overflow: Sze & Grade 37 Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet --------- ...... ....... ... . 38 Attic Access & Platform if Furnance in Attic ------------- --- .-. .. Date Card B-1 Date Card B-1 -- -- ....... - ...__ ... ... . ..... ..... . Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39 Sits. Proper Material & Anchors 40 Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ...... --- --- . ........ ... .... . 41. Bearing Walls over Girders & Floor Nailing ... . _. .... ... ... . 42. Draft Stop in Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub ----------- --- -- -------- -- ----- 44. Headers & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors _ 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. ----------------- ------ 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance ------------------- ---- -- 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing --------------------------------- _ 51. Property Line Firewall & Openings _ -------------- 52. Ext. Doors -One 3=Check Garage -3rd Story, 2 Exits -------- ---------------------- 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ------------------ --------------------- 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls: NaiIin_Bolts _ ---- 59. Insulation -Walls -Ceilings ---------------------------- 60. Infiltration -Walls -Windows ---------------- -- --------------------------------------------- - -- Date Card B-1 Date Card B-1 ---------- ---- ----------------------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s ___ 61. Ext. -Steps -Door & Sidelight Protection -Landings 62. Smoke Detector -------------- ------------------------------ - - - 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ------------------------------------- 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel Breaker Sizes & Labels ..-- --- ------------------------------ 67. Stairs & Rails ----------------------------------- 68. Fireplace or Stove: Clearances -Hearth _------------------------------------ - 69 Elec. Outlets at Wood Panel: Int. & Ext. - - ---------------pp---------------------- 70. KiI.Fixl. & Appliance: Grnd.-Air Gap-CookingClearance ...... _ ....----------------------------------- -- - 71 Elec. Outlets & Receptacles at Kit. Counter . ... ... ... ------------------------------------ 72. Garage Fire Door: Swing -Landing -Closer - - - - - - - - -...... - -------------------- ---- ----- 73. A.C. Duct in Garage -Damper ............--------------------------- ------------ 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection - - ----- - ----------------------------- ----- 75. Plb.. Elec. & Mech. Equip. Listed for Location ------------------- --------------------- - 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ----------------------------------------------------- 7; Insulation -Foam -Looked in Attic ❑ Yes ------ -------- ------------------------------------------- 78. Guard Rails & Deck -Construction -Post Caps . ... ------------------ ------------------------------ -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------- --- 80. Following instldl Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No ----------------------------------------------- 81. Stucco: Brown -Finish -- ------------------------------------- 82 A C Unit: Disconnect. Electrical. Plumbing --------------------------------- 83. Vents Above Roof. PIbg.-Appliance-Fireplace. -CI earance to Openings - - --------------------------- 84 Water Well: Disconnect, Electrical. Plumbing 65 Exterior Elec Trim. G.F.I. Receptacle -Underground .. .- -- - ----- - ------------------------------- 66 Ventilation Throughout House 87 Glass Protection . ----- -------------- -- -- --------- 8d. Corrections from Previous Inspections - - - --------------------- 89 Gas Test -Meters Tagged: Gas -Electric 90 Water & Sewer Connected-CrO to Grade -HD Approval 91 Energy Compliance Certificate -Other Certificates - -- -- - -- --- ---------------- Date Card B-1 Date Card B-1 ------------------------- --------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION / 7 -County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT fi APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 011-710-006 ZONING BUILDING PERMIT OWNER JEFF FARRAREST. TELEPHONE SQ. FT. OCC. BUILDING VALUATION (RVT WAL 7,000.00 OWNER'S MAILING ADDRESS 2037 CUBIC YRDS CONTRACTOR'S NAME STEVE SICKE TELEPHONE CONTRACTORS MAILING ADDRESS .31 GARDENIA IN CHICO, 95928 Fireplace CONSTRUCTION LENDER NONE UNMOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee go. 00 $ 216.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 88.50 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS FATCON's POINTE DR PERMITFEE $ 324.50 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO.SUBDNISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ 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 ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RETAINING WALL & GRADING Mobile Home IS I GI W1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filina Fee 20.00 126—BLDG GRADP/C-30.00 Main Service ( Zoon ow mss ) 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 full force and effect.32n 3 r� License Class IJ1 LIC. NO. i OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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. SO. OR ADDNS. ( a. ACC. BUDS. ) 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS (a SINGLE OUTLET CIR. ) Ex. Occup. ( OUTLET OR FIXTURES ) ZO @ 1.00 �L SO W FIXED APPS. OR Ex. Occup. ( OUTLETS (RESID.) EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I 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 worker/s'-c"ompensation insura a carrier and policy number are: Carrier r-A-lI t Z/-�(eh1I / Policy Number P 903 O (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. Q X _ Date — I� - I iv Signature of Applicant - ❑Owner ❑_Contr_actor Agent An OSHA permit is required for excavations over 60" deep and de olition or • struction of structures over 3 stories in height. 406 Sa , �� MECHANICAL PERMIT Filing 9 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL EE $ 324.50 HAZ. D. FEES IMA- FLOOD CDFMI PD I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for ch fees have been paid. .p Z �/ By Date / v PERMITEXPIRESON — Z 7 — (Date) ReceiptNo. 202464 — 108.50 Div t %12-14 0-� WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT -- COU ITYOFBUTTE -DEPARTMENT OF VELOPMENTSERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 l PERMIT APPLICATION DATA SHEET t/ ' OWNER C -e Y /--c (rro y Proposed Building Use Ff7 o B%ding Inspector WN� �Q Date Z At time of perm.t application, I was advised the following data muss be submitted prior to permit processing and/or issuance: DATE RECENED By 1, All items have been submitted......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7., Statement of Intent for Non -Heated and A/C Buildings . ...................... 8- Engineered truss details and layout in duplicate (required prior to plan check). .... �4Mobilehome� ar�d�,�anufacturer's installation instructions, 2 sets. . Fees of $ , fJ(/ .......................................... 11. Impact fees as shown on attached schedule. ............................. . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14 Sanitation and plot plan approval Health Department . ........... . 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 1T Planning approval for (A) Use: (B) Parking: . ........ 18 Contact Land Development about (A) Improvements (B) Drainage. .......... . 19L Driveway permit (construction approval required prior to occupancy). . . 20 Pre -inspection for Prey"s eC o" Rq°�— required. . . to Building Inspector (Date) 21 Contractor's license information. (No., Name Style, CI sification -evM if Workmans Compensation Insurance. Gl i c_.� ............ . a Owner -Builder Verification (Given to owner , Mail to owner _). .......... . 24- Recorded copy of Agricultural Acknowledgement Statement . .................. 2E. Letter of signature authorization . ........................................ 2E. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 2e. Letter of intent on building use . ......................................... 2E.. Mobilehome utility clearance. ........................................ 24. Documentation of legal access . ..................... :.................. ` 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 3-1. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. W you issue the p r,rr,,�it, r,pp,ccggs,s as follows: Mai owner. Mail to contractor. Telephone �J 911 and hold for pickup at CJS ✓+ ( _ office. Deliver with inspector. Other Parcel Creation Acreage Applicant 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 The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index perruit for above items No. r �2 2. Additional -tems required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, d3signer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by F Date -- ,Plans approved by C- scgZG2 Date cF3 i • �r Set; of plans on hold in File cabinet AP folder Copy - Deparment of Public Works LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. OWNE NAME: (/r L.t// `�(-P NUMBER: 0 PRINT LAST NAME FIRST COUNTY ZONING u0 FLOOD ZONE: 'xFLOOD MAP: `ZcrB DESIGNATION: !" / APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP 3.83 Az - DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION COMMENTS/CONDITION MAP INFORMATION: LEGAL ACCESS REQUIRED: YES NO YES NO G/-}c..cors /�vinira< i DATE OF RECORDING LOT cP BOOK / 2 4P PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES �_ NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO' MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. . Maintain a 50 ft. building setback from centerline of road. r A -Lc. oi✓S 100 f ref i C— ✓) fL 2. Maintain a ft.building setback from right'of-way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Diasion. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. K19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. X21. S' 92 Fort L_(DcA-1z01Q ot= ✓3u1LVlN6 EHvkE-Lnr31C tNO W,>v1(-V 1 N G i4 -11(2 -1E -A X 22. V eFoer n v IJ IZE/1/ o U/9 -L a -c-7 ? v 1 ,(2-E5 tih ry2-oyA-i_ s—YLo rA ✓ c—rT 6 t i s t+s X23.12-uNoFFP�20M 0rtIVeWAYsS rEu—s lwewcE SfiA-LL Mea ✓�� SG 24 25 26 LD 7/96 C:\WP51 \FORMS.K\BLDGPERM.CLR 0(n -&—l -LY Tvt C� C t� Co C►c�®112 'AIG A31Nd013A30ONVI 31.11718 A0 AIN= 9661 � ` 9nV ®3AI333H COUNTY OF BUTTE - DEPARTMENT OF C.EVE-LOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 006 D7 '- ZONING BUILDING PERMIT OWNER j' r�Q r, (' TELEPHONE SO. FT. OCC. BUILDING VALUATION l �1000 OWNERS MAILING ADDRESS 1i r CONSCTOR'S NAME ��U �1C I5� TELEPHONE I-15 /70 .Jr.-S,77ADD ESS e d 9S Fireplace CON,�S��yy cnON LENOER rV© n e-- UNKNOWN Total Valuation - $ Fling Fee $ 20.00 LENDER'S MAILING ADDRESS _ Permit Fee yO, DCS $ 00 ARCH . eR i V Plan Checking Fee S $ Energy Plan Checking Fee $ ARCHITECT OR ENGIN S MAILING ADDRESS( Penalty $ BUILDING ADDRESS !r CO v► .5 Ut PERMITFEE $ PLUMBINGPERMIT Filing Fee 20.00 Each -Trap 7.00 LOT NO. J SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ 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 ❑ Addition ❑ Remc,7 Utilities ❑ Installation ❑ Other ❑ Describe Work: f Vl a 1 1.4b - / Mobile Home IS I GI W @20.00 PERMITFEE _ Contractor ELECTRICAL PERMIT Filina Fee 20.'00 11 $;�n f i k � PIC � ,�v, Main Service ( a0oA OR LESS ) zoOOR LESS 23.00 Main Service ( 200A TO IOooA ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations ver 60" p and demolition or construction of structures over 3 stories in height. NEW CONST. DWELLING OCCUR OR ACDNS. ( a ACC. Bins. ) 50. 3.5¢ Fr NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 WER9 (a SLING E OUTLErTC R. ) Ex. Occup. (OUTLET OR FIXTURES) 20 P 1.00 �� Ex. Occup. ( OUT�s ((RRESID.) OR5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 g Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee Is Energy Inspection Fee Is Occ CONST. TYPE TOTAL FEE $ s HAZ. 1 D. FEES I IMP I FLOOD CDF PAR EL PD I HD I ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I ECTOR GOLDENROD -APPLICANT L3 NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95973 (916) 893-1600 FAX (916) 893-2113 REVISED STRUCTURAL CALCI TIONS PROJECTEA FLIZA9, �5 I P NC JOB NO. LOCATION LOT (`o EP\LCotl "c= paI �,J T DATE 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 QgOFESSIO/yA Steel Reinforcing: A-615 Grade 40 for #4 and smaller 4.P M• RIC 451 ��. A-.615 Grade 60 for #5 and larger Structural Steel: A STM A-36 teel Pipe: ASTM A53 Grade B C053590 teel Tubing: ASTM A500 Grade A or B Machine Bolts`, Anchor Bolts: ASTM A307 Grade A Wood -Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir T CIVIL ti Q?E+ Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. 41 OF CAL110$ 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: I co psf Floor Live Load : "I psf Seismic Zone 3 Wind Speed: mph Exposure:_ Method.2 used unless otherwise noted. Allowable Soil Bearing ��© psf ARE SPECIAL INSPECTIONS REQUIRED ? d 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 ofj BY: DATE: 7/ 01-7 JOB NO: 5 7 3,� NorthStar ENGINEERING 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916.893-1600 l.�— Civil Planners* Surveyors FAX 916-893-2113 PAGE �i OFCiil EiPlS.�--�,.:::�:.-.,�••s:�.�.zz�x=,.�-v:�:•...:•�: Z D�-I�� 1?2rl L I V I I J ��M. A� 17 I�ol,`JI�I BGLo� BY:' J� i� NorthStar DATE: JOB NO: �7?�3 ENGINEERING PAGE L i ,5, OF Civil Engineers- Planners *Surveyors 3 K goq T I r\1 STA 6 I L- I T Y"'F o� V/,-� f,'1= 16p, 8 K- I �jl IT - IJI FI = 13 . 4.� 3� 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 ova (-TL-1 VN IUG N ADD ITI,9 JAL ►.BIZ T '12 IIOVF, o -K. Pe(z CALc. E?tF-L,!,-7?kJ NJ T- ►Mori - I�.�- 1.3(2.3)_ I�•g�� ALLOW B5A R I� 6i 3."--21 D U 5- To RT- T �F-f l + 2.15 S - 2. o I<sF K,�5F �.. I-.11D�FeoTi�G- BY: JM R NoithStai - DATE: % I - IQ � JOB NO: `5733 ENGINEERING PAGE 2 I OF Civil Engineers* Planners* Surveyors �-oF4 I l�ri I� I F � Pz 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916.893-2113 S Pi = IZ F 6i�1 i 2 = 3.� �. PZ = 12 b rel 9 ri nax = 4 32 1/2,- Fir If P = 12 Fb r1 `1. + 9-,o. 1= 8..►.�1.: I I = �3. 7 K. +.3. = 7.2 V, s = 434.2 /2.4 = 101 U �f✓ &--;14- x I5 -,z4F -y4, NORTHSTAR* TITLE: FARRAR RESIDENCE ENGINEERING DESCR: 6' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5733' BY:JMR @ 7/14/97 916-893-1600 P-----------------------RetainPRO(tm) ------------- -- --- 2D (C)1989-92 --------------------------- ENERCALC CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 0 plf Active Lateral = 30.0 psf Axial LL on Stem = 0 plf .....Slope Active = 0.0 psf ...Ecc. (Toe side +) = 0.00 in .....Max. Active = 0 psf Surcharge over Toe = 0.0 psf Backfill Slope = 0.0:1 Surcharge over Heel = 0.0 psf (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 250 pcf overturning @ Heel Yes Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT FOOTING -------- ------ ADDED LATERAL LOADS ------- Vertical load = 0 plf Lateral Load Acting ...Ecc. (Toe side +) = 0.00 in On Stem Above Soil = O.00,psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. Base Above/Below Soil ...dist. to start = 0.00 ft At Wa11.Face [+/-) = 0.00 ft ...dist. to end = 0.00 ft Footing Type Line ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 6.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.50'ft .Heel Width = 1.75 ft Key Depth = 14.00 in Total Width = 3."25 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.500 ft SUMMARY Pressure @ Toe = 1,041 psf Factors of Safety: Pressure @ Heel 207 psf Overturning = 2.50 :1 Allowable Press. = 1,500 psf Sliding = 1.52 :1 Eccentricity = 4.35 in Resultant Within Middle Third 1 -Way Shear @ Toe = 8.6 psi Allowable Shear = 85.00 psi 1 -Way Shear @ Heel = 2.0 psi ----------------------------- SLIDING CHECK ------------------------- Ftg/Soil Friction = 0.250 Lateral Pressure = 720.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 586.8 # Factor of Safety = 1.52 (-)Friction = 506.9 # Add'1 Force Req'd = 0 # ---------------------------- FOOTING DESIGN ----7------------------------- ---Toe--- --Heel-- f1c = 2,500 psi .ACI 9.1 Pressure = 1,457 289 psf Fy = 40,000 psi Mu - Upward = 1,437 246 ft-# Using SP @ Heel Yes Mu - Downward = 236 665 ft-# -------- Rebar Choices -------- Mu - Design = 1,201 419 ft-# -- Toe -- -- Heel -- One-Way Shear: ##4 @ 13.07 in 11.70 in vu = 8.58 2.03 psi #5 @ 20.26 in 18.13 in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @ 28.76 in 25.73 in Rebar CL To Edge = 3.50 2.50 in #7 @ 39.22 in 35.09 in Depth to steel = 8.50 9.50 in #8 @ 48.00 in 46.20 in Ru = Mu/bd"2 = 18.5 5.2 #9 @ 48.00 in 48.00 in Min. Rebar Ratio = 0.0018 #10 @ 48.00 in 48.00 in. NORTHSTAR TITLE: FARRAR RESIDENCE ENGINEERING DESCR: 6' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5733 BY:JMR @ 7/14/97 916-893-1600 P RetainPRO(tm) 2D.(C)1989-92 ENERCALC ---------------- `--------------- STEM DESIGN ---------- ------------------------ (Factored values shown for concrete stems)- Pg 2 of 2 <-------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg. > ----------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 6.00 0.00 ft WALL TYPE ABOVE HT. :Concrete Concrete Thickness (nominal) _ .8.00 8.00 in Rebar Size _ # 4 # 4 Rebar Spacing = 16.00 16.00 in Rebar Placed at Edge Edge DESIGN DATA.............................................................. fb/Fb + fa/Fa = 0.000 0.665 Lateral Load @ Ht. = 0 918 # MOMENT..... Allowable = 2,759 2,759 ft-# Actual = t 0 1,836 ft-# SHEAR....... Allowable =. 85.00 85.00 psi Actual = 0.00 10.21 psi Embedment Length Req'd = 12.00. 6.00 Wall Weight = 100.0 100.0 psf Rebar Depth = 6.25 6.25 in MASONRYDATA............................................................. f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA............................................................... f'c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -) Origin of Force: # ft ft-# # ft ft-# ---------------- -------- Heel Active Press. = ------ 735 2.33 ---------------- 1,715 ----- --------- Soil over Heel = 715 2.71 1,936 Toe Active Press. _ -15 0.33 -5 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel = 0 0.00 0 . Adjacent Ftg. Load = 0 0.00 0 0 0.00 0. Surcharge @ Heel = 0 0.00 0 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 500 1.83 917 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 650 1.83 1,192 Added Lateral Load = 0 0.00 0 Footing Weight = 487 1.63 792 Key Weight = 175 2.00 350 Vert. Componant of = 0 0.00 0 Active Press. --------- --------- -------- --------- TOTALS = 720 1,710 2,527 5,187 !--->> Distances from front edge of footing bottom (not key) NORTHSTAR TITLE: FARRAR RESIDENCE ENGINEERING DESCR: 6' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5733 BY:JMR @ 7/14/97 916-893-1600 P------------------------RetainPRO(tm) ------------- ---�= 2D (C)1989-92 ----------------------- ENERCALC CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ------------------------------------------ ---------- SOIL DATA ------------- -------------------------------------- ------ ADDED VERTICAL LOADS ------ Allowable Bearing = 1,500 psf Axial DL on Stem = 500 plf Active Lateral = 30.0 psf Axial LL on Stem = 1,000 plf .....Slope Active = 0.0 psf ...Ecc. (Toe side +) = 0.00 in .....Max. Active = 0 psf Surcharge over Toe = 0.0 psf Backfill Slope = 0.0:1 Surcharge over Heel = 0.0 psf (horiz:vert,O=Level) Using Surcharge to resist Passive Lateral = 250 pcf overturning @ Heel Yes Soil Density = 110.0 pcf @ Toe Yes Soil Ht over Toe = 0.0 in -------- ADJACENT FOOTING -------- ------ ADDED LATERAL LOADS ------- Vertical load = 0 plf Lateral Load Acting ...Ecc. (Toe side +) = 0.00 in On Stem Above Soil = 0.00 psf Footing Width (perp) = 0.00 ft Ftg. CL to Wall = 0.00 ft Add'1 Lateral Load = 0.0 plf Ftg. Base Above/Below Soil ...dist. to start = 0.00 ft At Wall Face [+/-] = 0.00 ft ...dist. to end = 0.00 ft Footing Type Line ----=----------------------- WALL a FOOTING DATA ------------------------- Retained Height = 6.00 ft Toe Width = 1.50 ft Wall Ht. above soil = 0.50 ft Heel Width = 1.75 ft Key Depth = 14.00 in Total Width = 3.25 ft Key Width = 12.00 in Thickness = 12.00 in Key Dist. to Toe = 1.500 ft. SUMMARY Pressure @ Toe = 1,325 psf Factors of Safety: Pressure @ Heel = 846 psf Overturning = 3.03 :1 Allowable Press. = 1,500 psf Sliding = 1.69 :1 Eccentricity = 1.44 in Resultant Within Middle Third 1 -Way Shear @ Toe = 13.0 psi Allowable Shear = 85.00 psi 1 -Way Shear @ Heel = 0.4 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.250 Lateral Pressure = 72.0.0 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 586.8 # Factor of Safety = 1.69 (-)Friction = 631.9 # Add'1 Force Req'd = 0 # ---------------------------- FOOTING DESIGN ------------------------------ --- Toe--- --Heel-- f'c = 2,500 psi .ACI 9.1 Pressure = 1,968 1,256 psf Fy = 40,000 psi Mu - Upward = 2,091 783 ft-# Using SP @ Heel Yes Mu - Downward = 236 665 ft-# -------- Rebar Choices -------- Mu-- Design = 1,854 118 ft-# -- Toe -- -- Heel -- One-Way Shear: .#4 @ 13.07 in 11.70 in vu = 12.97 0.39 psi #5 @ 20.26 in 18.13 in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @ 28.76 in 25.73 in Rebar CL To Edge = 3.50 2.50 in #7 @ 39.22 in 35.09 in Depth to steel = 8.50 9.50 in #8 @ 48.00 in 46.20 in Ru = Mu/bd^2 = 28.5 1.5 #9 @ 48.00 in 48.00 in Min. Rebar Ratio = .0.0018 #10 @ 48.00 in 48.00 in e. NORTHSTAR TITLE: FARRAR RESIDENCE ENGINEERING DESCR: 6' RETAINING WALL 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 JOB #: 5733 BY:JMR @ 7/14/97 916-893-1600RetainPRO(tm) 916-893-1600F 61 r- -- 2D (C)1989-92 ENERCALC --8_o -------------------------- STEM DESIGN ---------------------------------- (Factored values shown for concrete stems) Pg 2 of 2 <-------------- Stem Designs --------------> Stem Construction Data < At Various Heights Above Ftg.- > --------------------------------------------------------------=-------- DESIGN HT. ABOVE FTG. = 6.00 0.00 ft WALL TYPE ABOVE Ht. :Concrete Concrete Thickness (nominal) = 8.00 8.00 in Rebar Size = # 4 # 4 Rebar Spacing = 16.00 16.00 in Rebar Placed at Edge Edge DESIGN DATA............ ......... ........................... ........... fb/Fb + fa/Fa = 0.000 0.665 Lateral Load @ Ht. = 0 918 # MOMENT..... Allowable = 2,759 2,759 ft-# Actual = 0 1,8.36 ft-# SHEAR...... Allowable = 85.'00 85.00 psi Actual = 0.00 10.21 psi Embedment Length Req'd = 12.00 6.00 Wall Weight = 100.0 100.0 psf Rebar Depth = 6.25 6.25 in MASONRY DATA ............................................ ..... ........ f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = CONCRETE DATA............................................................ f'c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # ft ft-# ---------------- -------- Heel Active Press. = ------ 735 2.33 ---------------- 1,715 ----- --------- Soil over Heel = 715 2.71 1,936 Toe Active Press. _ -15 0.33 -5 Soil over Toe = 0 0.00 0 Sloped Soil @ Heel 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 0 0.00 0 Surcharge @.Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 650 1.83 1,192 Added Lateral Load = 0 0.00 0 Footing Weight = 487 1.63 792 Key Weight = 175 2.00 350 Vert. Componant of'= 0 0.00 0 Active Press. ------ --------- -------- --------- TOTALS = 720 1,710 2,027 4,270 !--->> Distances from front edge of footing bottom .(not key) I Gn1,15r1?1_1C7- ,BER' .4.9 0 el-lowN `ERG TA/L E., COUNTY G. O. " %7I � O r T I W//Z 01 -Irl- CA5r /N Pf COXC/ZETE 11AvrNG oR ccW l r r 24 � 24 t i i ( 7-010. r is CGyV!/E YAi1/C£ OF IFC?7F �i?fI/Ni9GE PLACE' Jzs L.F x 8 N/►NCOR STGIRM /�rP.9/N , ,!_ ROCK SEI/- v I I / i �n ' u t- �/' 1 - p '�-- -�_ _ , , 3 f I P/PE. SLOPE P/PE TD DfSTsi/N J M/N, COV5'h' �y /L/ENT Ti('.4P - OVER ToP D,K" P/PE. CON�/ECT TD ieaor�" EXIST/NG POWER POLE r ; , I I — _ f NS. • TIT_71 !, 11 _. !t= s I l (1 I � \ I�i_IIt 0 Aj L i ? T,4� GRA/7E A5 SHOWN. 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FARRAR RESIDENCE r . 22 0A< N SGA LE /JET /L _ -- -- -_ -- -_ ' GRADING- PLAN UTIL. 171E5 _ __^_.._---•- NTS U -- - TOPOGRAPHIC SURVEY SF_WS: jZ ESS rorjl� AT - . /O OAK,-- Td• �— - —_ ��•,� ff`> v, FALCON'S POINT r`7a :w4 r�G • , LOT 6 _. C 0„1S�.:0 Deslgnr JB Job No 573V n q / Drawn: JB ti : e FALCONS POINTE DRINE Checked: JMR Sheet: ♦ Approved: ONE • Date= JUNE 1996 of Sheets DI MEN SIdN 5 H 5'-UIi II 6 _ I 1 D G oil D I I I I t OillCm _ 1 AlOT CO.VT�24C7_OR .WALI- .-i!�' 15-4-I / 11L1_ Eh'115'05EI9 r . PE '.7UT /NTRU SON F_C0114 A'0/2E/V725. s CONTRACTOR SHALL TAKE APPROPRIATE ACCEPTABLE MEASURES TO ALLEVIATE DUST T AS A NUISANCE DURING GRADING AND CONSTRUCTION OPERATIONS. i 4 CONTRACTOR IS RESPONSIBLE FOR LOCATION OF ANY EXIST .... ',�:. ___ _ -- �:, . ',• INC UNDERGROUND 3 4 co >rYXJBLE SLEEVE SELUER -- _r . , , 4 NTINUDUoj TOP UTILITIES ON SITE. '* CONTINUO cv D 4 u BoTT 7-1 � uND15TuR��D ,..-300N, NOTr' �., DO WbT ILACE (3A6K!✓1w, UNTIL, E ` oG"2ol4j" HAS,. Gu�D 28ONCXET\ EXIS-TIFLATCARBoadE DAYZ CIVIL ENGINEERS PLANNERS NNERS SURVEYORSBu NorthStar 0 1=11V1i0•.Dt< :,.., a .r• :r:#i 20 DECLARATION DRIVE * CHICO, CALIFORNIA 95973 ENGINEERING PH 916 893-1600FAX 916 893-2113 " 5. /7. P/PE '� 295 DateW Signature D RETAI _IN61 :WALL. FARRAR RESIDENCE r . 22 0A< N SGA LE /JET /L _ -- -- -_ -- -_ ' GRADING- PLAN UTIL. 171E5 _ __^_.._---•- NTS U -- - TOPOGRAPHIC SURVEY SF_WS: jZ ESS rorjl� AT - . /O OAK,-- Td• �— - —_ ��•,� ff`> v, FALCON'S POINT r`7a :w4 r�G • , LOT 6 _. C 0„1S�.:0 Deslgnr JB Job No 573V n q / Drawn: JB ti : e FALCONS POINTE DRINE Checked: JMR Sheet: ♦ Approved: ONE • Date= JUNE 1996 of Sheets i 7 I I I I I I F, i t 4Z ,J T � 1 s� 7 4Z ,J T � F6 M '{ X '. r Y ✓ �^ 5 �' �� ^ � i� d { v k i;.} x W 4z' A) 4t{R T �: ca 3'� f i ( F § . } 't