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039-410-071
V 039-410-071 1 LAND DEVELOPMENT SHEET 039410-071 03-3628 %�� �i j 2 Z'3>Dj I MACIAS, RICHARD OLD WI 0WY, CHI 039-410-071 05-01`95 ` M CIAS, RICHARD t OLD CHICO WAY CHICOD CONT: OWNER}Ma�t NEW SINGLE FAMILY t �� 039-410-071 ()5-0197 , M �CIAS, RICHARD �_OLD CHICOWAI' CIIiCO CONT: OWNER oyv wC NEW PRI DLT GARAGE l c)7 0 NOT RESIDENTIAL I PERMIT NO. 09-410-07 1 05-0195 'MACTIA'L'3, RICTIAR-D ct-KOLD CHICO WAY, CHICO �ONT: OIATN'i�k /Z -, Nr - w SIXGLE, FAMILY 6 5- oy'7 4. r w b CIA 15 -51.5 --3o-?,53 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE'SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS —VERIFY' X USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER Is -+[:N-M ofl r_T 7 OFFICE COPY Address GAS Date/ Meter By ELECTRIC q__' Meter By T -t Date JOB FINALED (Date) Z Si'j gnazure J=OK o = Not A -= Not App plicable .� = Not Ready ' RESIDENTIAL Date UNDE L OR (Plans) OK except #'s g-Setbac ks- Easements- Flood -Slope Equip. Clearances Panels-Motors-Mech. Equip. t ain; Soils-Elec. Grnd./ /" Ftg. Depth 34. Clothes Closet Light -Shower Light -Spa Light tg., Garage; Soils-Steel-Elec. Grnd.-/rM" Ftg. Depth 4. Ftg., Porghes & Decks; Soils -Steel-/ /" Ftg. Depth a•. St IIs, Main; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 _ S walls, Garage; Steel-Blockouts-Wrapped Card B-1 Date Card B-1 old Downs and Special Anchors 7. Slab', Steel -Wrapped ,e Piers -Fire lace Ftg.-Steel c. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 0. Q13 UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. W.. -"Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Date Access & Ventilation 16. Insulation 41/ S'lls Proper Materials & Anchors Date 7,6( Card B-1 ate J- %(o Card B-1 v._0 - Date / - d Card B-1 Date Card B-1 Date MUMBINermit) 6K except #'s 17. Water Hit -Access -Combustion Air Baffle 18. er Pipe; Test & Anchor -Nail Protection ' -0b . D.W.V.; Test Fittings & Anchor -Nail Protection �'Ub Lkk S Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date - (- 0 (0 CardB-1V6 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection - 2k,4-1ec. Receptacles Spacing -Lights & Switches at Doors 2Setize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. ip. Ground made up w/Mech Fasteners -Bond Gas & Water pliance Circuits in Kitchen & Conductor Size GFI Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes Q No Single & Duplex) Date FRAMING (Cohtinued) " 32. S rvice-Riser Conductors & Ground Main Disconnect FlanVs-Post Caps -Anchors -Connectors Equip. Clearances Panels-Motors-Mech. Equip. C . g. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Ties or Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 34. Clothes Closet Light -Shower Light -Spa Light Garage Fire Protection Framing -RC Channel 3§e*fmoke Detector Property Line Firewall & Openings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL(Permit) OK except #'s $ding-NaiIing,Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access 36. A.C. Ducts Insulation & Support azing Area -Glass Protection -Skylights -Plastic 37. Vent Fan, Exhaust above insula ' n Shear Walls; Nailing -Bolts. 38. Condensate Drain & Overflo Size & Grade Brace Interior/Exterior Wall Panels . Furnace -Vent Acc s- . Ai - eturn Air Vent 115 Outlet Insulation -Walls -Ceilings Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA NG (Permit) OK except #'s 41/ S'lls Proper Materials & Anchors Walls Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 48,4eaders & Beams -Size & Bearing Single & Duplex) Date FRAMING (Cohtinued) " 47. FlanVs-Post Caps -Anchors -Connectors _MtKlace C . g. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Ties or Type A Flue -Fireplace Throat Clearance ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings . ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5,7. $ding-NaiIing,Veneer Mesh -Drip Screed -Fd. Vents-Underflr. Access azing Area -Glass Protection -Skylights -Plastic 6V Shear Walls; Nailing -Bolts. 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date �.-2,,!�'_(QCard B-1 p„i Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. s -Door & Sidelight Protection -Landings 6 ke Detector urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 69r -G Fixtures & Tub Access -Spa [rim & Subpanel, Breaker Sizes & Labels -Le.-Fir ce or Stove, Clearance -Hearth lec.slu#ets at Wood Panel, Int. & Ext. Clearance 34- ElSpeffutlets & Receptacles at Kit. Counter Wer"Garage Fire Door; Swing -Landing -Closure 76. A.0 Got in Garage -Damper. 7 U. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. . in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 8p. Insulation -Foam -Looked in Attic 81. Gua -Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drives' No/Walks D Yes O No/Planters O Yes O No BYH.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to 87. Water Well, Disconnect, Electrical, Plumbing 88. ExteOeftlec. Trim, G.F.I. Receptacle -Underground entilation Throughout House 90. GI Protection 9 Correction rom Previous Inspections 2. --Gas Meters Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD App ner y Compliance Certificate -Other Certificat ddress Posted 96. Fire Sprinkler Dat a Card B-1 "i( Date Dat(° -16 -y, Card B-1 D C. Date Date Card B-1 Date Comments at Final: J=OK 0 = Not OK r = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. .2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete Footings; Soils -Size -Depth -Spacing -Connectors -Steel 4. Water; Location -Test -Easement Needed (Sketch) 3. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /" L "ft./ P LPG Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 7. Well Clearance & Disconnect 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance 6. Carports; Windows -Doors 7. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Siding; Nailing -Veneer -Stucco -Mesh 1. Zoning Requirements -Setbacks -Easements 10. Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line 11. 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Braced Wall Panels 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. Date 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Setbacks -Easements 2. Soils; Compaction -Structure Stability Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements Elec.; Pool Lighting; 15 Volts-GFI 2. Footings; Size -Spacing -Marriage Line 6. 3. Blocking 4. Gas; MH Test -Demand -Valve Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 5. Electricity; MH Test 8. 6. Water; MH Test 7. Water and Sewer Connected Health Department Approval 8. Gas and Electricity Tagged 10. 9. Exits 10. License Decals Light Niche 11. Verifv #'s with Office Card B-1 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- -Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS 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: Li ense Number: jj �� Date: Contractor: ) aSLL Q Vry OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance": also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant tb.the provisions of; the Contractor's Slate License Law (Chapter 9commencing with Section 7000) of Division 3 of the Business and Professions Code) or that hie or' she is exempt therefromand the basis for the.alleged exemption. Any violation of Section 703.1.5 by any applicant for a permit subjects the applicant to.a civil.:penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not ...into ded.or off..ered„for saJq_(Sec. 7044,;,Business and Professions Code: The Contractors” State License Law does not apply to an owner of property who builds or. improves thereon, and who does such work himself or herself or through his or her ownemployees, provided that such improvements are not intended or. offered for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ ._ .-I, as.:.owner, ..of.. the.. property,;. am.,.exclusively.. contracting ...with. - licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for. such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ I am Exempt.under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I 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. Ell/ 1 have and will maintain workers' compensation insurance, as required by Section •3700 the Labor Code, for the performance of thew rk for which this permit is issued. My workers' compensation insur ce carrier and olicy nuler are: Carrier: -j�f 14 Policy #: `-► O� �� ' .1.1.1.1. ........ ...........:. ::............. ... . a I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that if. I should become subject to the workers' com ensation provisions of Section 3700 of the Labor Code, I shall to w h co ply with those provisions. Date: Applicant: WARNING: Failure to sec�e workers' compensation cover g is unlawful, and shall subject an ployer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code: interest, and attorney's fees. CONSTRUCTION LENDING AGENCY I hereby affirm that there is.a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) PERMIT NO. BPO50195 Issued Date: 07/26/2005 APN: 039-410-071-000 Site Address: 61 OLD CHICO WAY CHI Map Index: Description: NSF (2534), CARPORT (400), COV (54) Owner: MACIAS, RICHARD 224 TWIN PEAKS BLVD. . SAN FRANCISCO CA. 94114 Applicant:. MACIAS, RIC.HARD..............:...::...:: . 224 TWIN PEAKS BLVD. SAN FRANCISCO CA. 94114 Contractor: ,r License #: Architect: Engineer: Total Square Ft: 2988 S.F. Valuation: $171,974.00 r Census Code: �I This permit is I Resolutions to sions of the Butte County Codi+ and/or have been paid. n Date. Address: I PERMIT EXPIRES ON: (Date) ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate,the,storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health 8 Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form o document ofre tte ounty. hereby authorize representatives 4f ultee County entierr u�po the ab ) entioned property for inspection p o s. Print Nanfel �:i7i1 t ��1� �1 IC :�� I Signature. _i► n t____ _ _ _l�• V1 � Date: 0 Ow6ed \I Contractor 0 Agent for Owner 0 Agent for Contractor Inter-Departmoen;ta.l' Memorandum � v V To: FROM: SUBJECT: DATE: �J�F%L D QP p5-0195 839- y10- ��I D �����i✓� �� %LST s•�-./� L INSULATION CERTIFICATE t °µms- •: s Job Number: 7327 GARY LEE 61 OLD CHICO WAY, CHICO CA Contractor/O,amer'Name Job Address (street, city, state) BUTTE County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF i Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): 2. CEILING Batt or Blanket Type: Fiberglass Brand Name: Knauf Thickness (inches): 10 Thermal Resistance (R -Value): 30 Loose itiH Type: Brand Mame: Minimum Installed Weight/ft lb Minimum Thickness: inches Manufacturer's installed weight per square foot to achieve Thermal Resistance (R -Value): 3. EXTERIOR WALL Frame Type: A. Cavity Insulation Material: Fiberglass Brand Name: Knauf Thickness (inches): 31/2 Thermal Resistance (R -Value): 13 B. Exterior Foam Sheathing Material: Thickness (inches): 4. RAISED FLOOR Material: Thickness (inches): 5. SLAB FLOOR/PERIMETER Material: Thickness (inches): Perimeter Insulation Depth Inches: 6.: FOUNDATION WALL Material: Thickness (inches): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): Brand Name: Thermal Resistance (R -Value): DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. 2&3 ���� Chico Insulation & Fireplaces Item Number's Signature and Date -a> PIP Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner INSULATION CERTIFICATE Job Number:11 . ....... .... ..... . tmw LEE: ...... WAY; -CHICO -CA'. .. ... .. 59 OLA:CMC0. ... Contractor/Owner Name Job Address (street, city, state) .. . . ...... -BU' MT ...... County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF 3. EXTERIOR WALL Frame Type:.:: A. Cavity Insulation Material: ... Thickness (inches): B. Exterior Foam Sheathing Material: . ... .. Thickness (inches): ...... . ...... ... .......... ............. ... 4. RAISED FLOOR Material::: `fiberglass Thickness (inches): 5. SLAB FLOOR/PERIMETER Material: .......... .. . . ........ Thickness (inches): Perimeter Insulation Depth Inches: 6. FOUNDATION WALL Material.: Thickness (inches): ....... . .. ... . .. Brand Name::::'-::::-.-. Thermal Resistance (R-Value)19 - BrandName...... . ..... ......... . ::: . ... ....... ... Thermal Resistance . .. ........ ....... Brand Name:::.::-.:.. Thermal Resistance (R -Value):::*. ... . . . .......... . Brand ..... ................ ..... ... ... Thermal Resistance (R-Valt,.e)::.:.:...*,:...::.:...:..: . .... . Brand Name Thermal Resistance ......... .. . . . .. ........ . .. DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24... Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. . :2,, &D6 Item Number's Signature and Date Installing Subcontractor (Co. Name) or Item Number's Signature and Date General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner . ` f iY COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWN R a PERMIT N. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is corrypleted. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. 7 Jbzecl /.?5L; IR.��-�:',,. %• a QA rr. Grp e o (� s� ' Vatel— lnspector4�� REV 4/05 Phone # �— 7.FOR RE -INSPECTION CALL: 538-7636 OR 891-283, COUNTY OF BUTTE BUILDING DIVISION . DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above aJdress and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. iJ5 l (n '/min 6� "(n / S 3 J S Date J Inspector REV 4/05 Phone # - 0-iT FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 t CORRECTION NOTICE Md- C X 0, �) �'-�- (3) '� �.-- OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above acdress and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, )lease contact the Building Inspector as indicated below. I. 7 A r --t., , r 0-3, P\ `ins s -V v TJ- AT. 0 -P . 4'-- UAh1-o Y�«r 4,'or• , z, NLIa -AA \,` Date �� �'— Inspector. ` — �S •� REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 >1 if•; `COUNTY OF BUTTE :. • ... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 C6unty Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �A C. S O_5 -0((4- x. OWNER PERMIT NO. A routine ins,:)ection indicates that the following violations of Butte County Ordinances exist at the above acdress and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. i1?�t TEsT K0 L) F1.7, l/O A( n haM T n p f Date 2G -0(:o Inspector �� '—�✓ �j B �� I rnn�� S REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ..........'.........A. OUNTY OF BUTTE:-:-, .. '�..,.. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ��)P\cv\S 0'1�; -()(G 5 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. n Date—� Inspector ` �i I�1111(li�l_S REV 4/05 Phone #22— FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 r 'COUNTY OF BUTTE:::... . - BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE C1 P S OS - O! 9S' OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below. wrt I t (_Yt.►/VI)t'p—F (00 V_ PIC LC"SS �' w H E -RE l S' THE SNCswE2 S DZi4/AI /AJ6 -Tb IT DILA I Kt /A[(,) 6 1I-46 GROU titQ u&ID&2 THE 1-ouSE . IS Y 1--r WY—1 ATT AC NEr) -ro -114 E (-16U nl2t� /til ? V* ?ROU! bE U6RVF(CArTtory A L L P u m 8 i A�C,j qhs �F�iU SPP v: U _Fb Date S -31 _ P (D Inspector — )&&)I�H Jim (x'10 ru S REV 4/05 Phone # S39 — (0 W ?-?- FOR Z FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below �renMc,�t•c1�- C� L A y(� l'1tA"4. 101 J" �Ij 7 J/ 'r t r- � cl, , D1_up" + N ql ,-C, Date �— Inspector �ja'j 4 ^ t c r REV 4/05 Phone # FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 s , ... COUNTY OF BUTTE` BUILDING DIVISION i DEPARTMENT OF DEVELOPMENT SERVICES 7 County Center Drive • Oroville, CA i (530) 538-7541 CORRECTION NOTICE F• OWNER PERMIT NO. r A routine inspection indicates that the following violations i of Butte County Ordinances exist at the above address and should be corrected. Please call for re -inspection when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation,! please contact the Building Inspector as indicated below. i Date Inspector. REV 4/05 Phone # �' 3 (i FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 COUNTY OF BUTTE t BUILDING DIVISION 41 �(-6 ,-t —� DEPARTMENT OF DEVELOPMENT SERVICES }, 7 County Center Drive • Oroville, CA • (530) 538-7541 l/ CORRECTION NOTICE�� ;9 Tt� AAo cio,7I X17 4 - OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at ' the above address and should be corrected. Please- call for re -inspection when correction of is t cz r S work completed. If you have any questions pertaining to this matter, or need additional explanation, please contact the Building Inspector as indicated below., S 4 LQ 3" n Date Z ' 1 Inspector REV 4/05 Phone # J" FOR RE -INSPECTION CALL: 5387636 OR 891-2834 'p t A N^ n P 15-x.► 41 �(-6 ,-t M � r. ZX J s �—f �4b� PG _�t l/ t cz r S ` r DQE 1410 4 n Date Z ' 1 Inspector REV 4/05 Phone # J" FOR RE -INSPECTION CALL: 5387636 OR 891-2834 t BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds LICENSED CONTRACTORS 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: Li iense Number: Date: Contractor: > an OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance; also requires the applicant for such permit to file a signed stafeinent,thdi he or she is licensed pursuant I&If'e provisions of, the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Divisibn 3 of. theBusiness and Professions Code) or that he or`: she is'exempt iherefror',ind the basis_ jor;the.alleged exemption. Any violation of 'SeOc ,,2631.5 by any applicant for a permit subjects the applicant ao,a civil,:penalty of not more than five hundred dollars ($500).): r O I, as•(iwrier of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not -interlded,pr,offered„for sale„(Sec,,70.44;,Business and.Professions. Code: The Contractors' -State License Law does not apply to an owner of property who builds or. improves thereon, and who does such work himself or herself.or through his or her own•employees, provided that such, improvements are not intended or. offered. for sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑.,. I, as. owned..,of,.the..property,,,am.,.exclusively-•contracting_,with. licensed contractors to construct the project (Sec. 7044, Business .,and Professions Code.- The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who -contracts for,such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). O 1 am Exempt.under Article 3 of the Business and Professions Code Date: Owner: ' .r WORKERS',COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: . Er 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 the Labor Code, for the performance of the Wk fof which this permit is issued. My workers' compensation insur ce carrier and. olicy nu • er are: Carrier: Policy #: `-► O� �/o �,- I certify that in the performance of the work for which this permit is issued, I shall' not employ any person in any manner so as to become subject to the .workers' compensation laws of California, and agree that if, f . should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall to w h co ply with those provisions. Date: % 'YL LXA 1 PERMIT NO. BP050195 Issued Date: 07/26/2005 APN: 039-410-071-000 Site Address: 61 OLD CHICO WAY CHI Map Index: Description: NSF (2534), CARPORT (400), COV (54) Owner: MACIAS, RICHARD 224 TWIN PEAKS BLVD. SAN FRANCISCO CA. 94114- ..Applicant:. 4114..Applicant:. MACIAS, RIC.HAR:D::::.,.,....,. ,..,...... ,.ti..,.. -........ 224 TWIN PEAKS BLVD. SAN FRANCISCO CA. 94114 Contractor: License #: Architect: Engineer: Total Square Ft: 2988 S.F. V ' Valuation: $171,974.00 Census Code: �I 7 WARNING:— Failure to sec(re workers' compensation cover is ' unlawful, and shall subject an ployer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code,: interest, and'attomey.'s fees.. , CONSTRUCTION LENDING AGENCY This permit is I I hereby affirm that there is.a consfruction lending agency for the Resolutions to performance of the work for which this permit is issued (Sec 3097 Civ.) Name: By:� Address: PERMIT EXPIRES sions of the Butte County Code and/or have been paid. --In., -7-201–,o ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies: of the required E.P.A. notification forms. ” I hereby cenify.that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner:, I agree to comply with all county and state, laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official form o document ofrte ounty. hereby authorize representatives f ulte County enter upo the ab / entioned property for inspection p o s. Print Na e: Signatur Date: luV O Owe Contractor 0 Agent for Owner ❑ Agent for Contractor -0 A 39�s'7 BUTTE C Ujek<9 Y DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION 0 AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834�Q ' �I OFFICE #: (530) 538-7541 11 A FEE WILL BE RbEQUIR,ED ATTIMEOdFAPPLICATION I �006 "PLEASE PLEASE PRINT CLEARLY* APPLICANT NAME OWNER Last Name �MAG f, 61 . Firs app / Address 2 City City "ivC4SCoState State C� Zip %1 T► Phone _ t5 Z Fax _ E-mail Lic. # APPLICANT NAME CONTRACTOR Name f, 61 . Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner Lic. # Class APPLICANT NAME ARCHITECT/ENGINEER Name- f, 61 . Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner State License Number APPLICANT NAME Name 0WA4t:1Z Address City State Zip Phone Fax E-mail APPLICANT SIGNATURE X' F r office use only: Zoning A-7-0 1 Flood Zone Cross Street SRA I Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT NO. BPOS�df BIN LOCATION AP# O7/ Property Addr ss City Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name tz 77� COMItVA117y k Address Description.or Scope of Work: C•Hz PST- Sq. FootageZ5 4 too 57 L/ ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. � j 3 a Received' by: Amount: `� Bldg SRA Receipt #: �� V q Z� Date: z / 2 30 Total s Total OVER FOR SUBMITTAL KI=UU1KtMtN 15 K:\FORMS\BUILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 REV 7-27-04 f 1 SUBMITTAL & PERMIT REQUIREMENTS ' The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND IN INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper.!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ' ❑ 5. Statement of Intent for Non=heated and AIC for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie_ down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations,in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance -and - site plan approval from the Ag Commissioner's office (if required). ❑ 2; Impact Fees. :,.. - = ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy), ❑ 6. Contractor's license'inform66 (Num_ ber, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required)._ ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). , If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538.7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 rn L00 L00 N. Q Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: FROM: SUBJECT: DATE: WILLDAN OUTTF 00 111 X00 i 0 0 o. 0 o a„ 0 c�U N'�y Scott Rutherford (530) 538-7160 srutherfordal)buttecountv.net Plans Transmittal For Review Per Contract .1/28/2005 Applicant: Macias, Richard Permit No: 05-0195 Project Type: NSF/Gare a/Cov APN: 039-410-071 100% 70% Plan Check Fees $ 19298.30 $ 908.81 $ 1,298.30 $ 908.81 WILLDAN Fee $ 908.81 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations -Residential Plan Review Guide Residential Construction Requirements Other Other COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: A -621A /-�fT Jh ASSESSOR PARCEL NUMBER ®3 / r I �y `� 7/ Proposed Building Use: f V 5F Counter Technician: Date: 7 �� Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1 A% 1. Site plan 4 sets, signed by the preparer of the plans. . \ ❑ 2. Complete! p ans!3' or 4 sets, signed by the preparer of the plans. �IAf 3. Engineered plans�/3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. lA) 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. Cpl 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or find plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. IAl 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 117. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ P2. rosion Control Plan Required........................................................................ ........ ❑ ites as shown on the attached Schedule of Fees Due Sheet...e City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check:_`� P ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... 26. NPDES Form............................................................................................. A• 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... f N 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... , ❑ �wf _ Letter of Signature authorization......................................:............................. V v 33. ecorded copy of Agricultural Acknowledgment Statement ................................. ❑ . Manufactured home utility clearance............................................................... C1'35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone ,,{{ and hold for pickup. I have been informed of the above items and requirremenTs for obtai ng a building permit. Applicant: w Date: 27�i` N OS 1. Index permit plication for the above ems numbered:35J Plan Check Letter 2. Additional itdms required Contractor, design , owner was advised of the above data by phone, Ebmail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: �- Date Structural reviewed by: Date: Structural approved by: I Date Note transfer by: Date: o� D Yellow: Building Division i E.N. USE OWIV 5102 Plan AMechod Ems— FZooa P9e0 A chd w •S®nz to ®.D TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location/' ocatio AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Ilk 8196 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ,7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES / OWNER if PI �J�Z� A.P. # d 3g —L-(10 -0 / PROPROSED BUILDING USE 1. BUILDING PERMIT FEES --- Balance Due ..................... $ ! / DATE Z7-0 —d 'J RECEIPT # DATE REC ^� Oki �b --- Additional Fees Due........... $ evised Plan Checking Fee...._�0 2. SCHOOL DISTRICT FEES i �S aid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (pard at Butl r Dtvision) 3 6,/1 Residential............ �_ X $360.00 =$ Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. URBAN AREA FEES Residential (per unit)X ..... # Units Amt. (paid at Building Division) onunercial (Sq. Ftg.).... X = $ Sq. Fig. Am lj�et 1_Q S 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $209.00 (paid. at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X-=$ Sq. Ftg. Amt. 10. OTHER (� L At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICANT DATE 2 7CP7VO S_ Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified inGovemment Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) Butte County Department ofDevelopment Services 0 %3 TF YVONNE CHRISTOPHER, DIRECTOR 0 o 0 0 7 County Center Drive Oroville, CA 95965 0 ---- :`- - o (530) 538.7601 Telephone cy (530) 538-7785 Facsimile Building Permit Application Acknowledgment I hereby acknowledge that I am voluntarily applying for a building permit without ore -approval from the Butte County Environmental Health Department. I acknowledge that I have submitted a septic and/or well application to the Butte County Environmental Health Department. _ I have been informed that the County of Butte has made no deterrriration of whether or not the -property on which the proposed develop - ment is to be located is considered to be a developable lot. Finally, I have been informed that no building permit will be issued without the Environmental Health Department clearance, and understand that compliance with Environmental Health requirements is required prior to clearance. Permittee Name !i4CLAS Address �Z j�1//�/ l'��S t3L1%a AP Number �� %' 0 %l Permit Number I have read and understand the above acknowledgment: Signature of Permittee Date % U/� Acknowledgment form. doe (6/04) 0 Acknowledgment Form Procedure THIS PROCESS IS FOR MOBILE HOMES AND SINGLE FAMILY DWELLINGS ONLY 1. The project must be proposed on a lot created by one of the following: a. A parcel map (TPM) after March 4, 1972. b. A subdivision map (TSM) after July 1, 1949. 2. The project must be fully engineered by a California -licensed architect or engineer (See Submittal Documents). 3. ALL applicable Submittal Documents must be completed and included in submission. 4. A separate, concurrent application for this project is made with the Department of Environmental Health (EH). Applicant is responsible for notifying Development Services in writing should EH subsequently deny clearance. EH WILL PROVIDE AN ENVIRONMENTAL HEALTH CLEARANCE WITH AN APPROVED SITE PLAN TO THE APPLICANT site plan to Dept. ofDev. Services: 5. Applicant is.required to bring the approved EH " S A�Cltr N/OR� Department J. Michael Crump, Director Public Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538.7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Description: �i ►! rS/,V6G 1/G / j iC/ t Project Location and/or Parcel Number: d-3 —1¢10 — d 7/ By signing below, I, the project-owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: °a a Z& Date: 27 L),+ Less than l Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 . MV "_ '.Z, #- . .� r , .10 t%su`.t'.:t'_" :4w., � 'C ._' : i*_ .�! •:'�� •�?,'r +_ � lam' . Or'R''+r. �i.::¢ A a' k, , i-d:'.i` `�' r . • .� ,FY 'rt` ter' E ^�.i:% •i 30 ++C.'`• t 1s~es zc� r,-bw�t^"e�=:LMs�:-:x: 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 labor and material for construction of this proposed property improvement: YES j/] NO [ ]. , 2. I HAVE [/J 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: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: _ ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 5. '1 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: l DATE: 2-7 L,0 Ucl.4re_y 200S 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION ` BUILDING' GIS ` PLANNING o 7 County Center Drive 0 / 0 Oroville, CA 95965 0 =�._. -• o (530) 538-7541 Telephone . c0U (530) 538.2140 Facsimile Nty OWN' �.� ��a... ''tea 4..�,•`. -a."RF�"�ri-�n.r'����� '�"+ �""^17:�a�..c�„`{�ss;y?„P�i`':`:i±:.Yf4; ki:.: Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more 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 "owner -builder" 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. .X Mic el C. Vieir4 C.B.O. Ma4ager, Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. 31 January 2005 Department of Development Services BUTTE 7 County Center Drive COUNTY Oroville, CA 95965 FEB 3 2005 Attn: Curtis Schnurr DEVELOPMENT SERVICES .� Re: Building Permits: BPO50195 BP050197 AN 039-410-071 Enclosed are the documents promised to complete the submittals (drawings, engineer's calcs. and energy compliance) for both the residence and the storage building at 59 Old Chico Way. I spoke with Tom Loushine at Environmental Health in Chico regarding the clearance on the septic system. He was the inspector at time of installation. He sent me the paperwork needed to request the clearance and indicated the he could "turn it around" in about a week. I have sent him the forms plans, etc. and will forward a copy of the clearance once I receive it. Thanks for your help. / Richard Macias N 'Con, t OK . ~ ? '' t '+. �.`�ii�iYi�'xG + 7"iilflf{:J�,,-:iliJ'� .fr'•i%; R(y) 0 HO -0 Sit-YEU ilif3: t�;i("tlEib� �(;iif7fi2fltJ' ``�i �J"�itjrfi(i� '�? �?9 iffl!ZC� 21:l3f1i1l�i7b 5d) 97ii blO Qf lti {1SI•.�7?riJCi �ZtB'Et'�,G 3(ji t F': ; •:r:)it 71;d:='- (`t (11(id Ill1 ( :?(E iiifjiit!) 1 'ld`r i!!'; Elfin .'iSvf UJtfi7 3ft3 9fF ;n-)d�j 1 .r�nilrl+kil:'.rit� (l �f1:E1 iii 171?`i 7,lfi `tf� erwi Jj"i r Ji)rlc+ •Jai °°i)Ftuv►i; 1i"timlir-Ii) -Al U:.DFio b-in'/n6l lha bnf, .w,%?iisiq 2rtnol`rit!(l;Ei r.{+win 1F;0'� TUI frr i y AND DEVELOPMENT Y OROVILLE / C' ICOI BUILDING / ENVIRONMENTA�TH - PERMIT CLEARANCE OWNERS ''ll NAME �—l� X') �U PRINT LAST NAME FIRST ADDRESS/LOCA Building Permit No. A.P. NUMBER COUNTY ZONING DESIGNATION: A 2 D FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL PARCEL CREATION BY DEEDS ✓ OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: 97-0/8(o96' LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH°COUNTY STANDARDS FOR DEED CREATION: YES NO u(f1'Eb w/. 2:/� 42,iT gea^/EDo 4405_ /z/1 7/96) MAP INFORMATION: r/t2W 649 7: 5 7 7/9 DATE OF RECORDING: LOT BOOK 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 BUILDING DMSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all ebsting 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. Conned to a public water supply. —9. Conned 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. "` ( - -7 c ssJC- n l -7-7 ApOY2Liery? /NoT- I S 5 U G a S(p opo R -PN EL -&C GI.ICY _ 11. Pay T.D.D. (Therrnalito 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 Division. —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. —19. 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 worts 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. 21. 22. 23. 24. 25. 26. AIO iN3Wd013A30 CNVI 311(1(8 :10 AIN665 8661 l 0 330 ®3AI3332J LD 6/98 FORMSIBLDG PERMIT CLEARANCE District Identification No. (% (00,;� / ,School District certifies that (Applicant) l S (0 6�;, Ll i0q---)- (Street Address) I (Phone Number) (City) (State) (Zip Code) has compiled with the requirements of Resolution No. , /f by payment of $ representing S _ J T square feet. 2926 t FULL MMGATION = School District Representative / Date Paid by Check # Remarks: No*@: You oay protest the Imposition of the fess Identified above by submitting a written protest to the District. In compliance with Government code Section 66020(a), within 90 days from the date fees are paid. Failure to subn* a timely written protest wrlll'prohibit you from eisidoWrg the ImposMon of the fees in any court actiom if, subsequent to the School District Representative signing this butte County Schools Impact Fee Certification Forme the School Dletrlct Is rra -IN by the applicable Local Planning Agency that this project Is being reviewed under the CalHornia Environmental Quality Act (CEQA) thle project may be subject to additional school fees to fully mitigate.ks Impact on the school dlebkft schools. White (applicant), Yellow (building department), rink (school district) feeform.xis 00/03)dmm BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �_ h ��� (�n. 1 Building Department No. A.P. Number dli?^ 416-4 r7 / Jurisdic*n: Q City County Property Owner 0(tet � I o ��l / r i �� / (�/ A (D! &J/I �L, � h � Property Location/Address 1 e 10/1 J Subdivision Lot No. Residential Devel�o ment p 0 . Foote 0 s Sq 9e No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # ............................................................................... '(No foundation inspection). ............ _... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) 57�1jC.r "_�S°C ♦w's..�1r.•"-R.fRy�� �aTti1�*r"7!"c}''a' Commercial/Industrial Q ` 0 ! a4r2�!M>tlT�•�iI[��': .44R'�'Y�uf�. �'� +l�:.GM1�.Yi� .�lT'�. '3. -;i yr Jf'r Sq. Footage ' New Addition (Including Exterior ( �J� Roofed Areas) Building beoartment Reoreserifative Date District Identification No. (% (00,;� / ,School District certifies that (Applicant) l S (0 6�;, Ll i0q---)- (Street Address) I (Phone Number) (City) (State) (Zip Code) has compiled with the requirements of Resolution No. , /f by payment of $ representing S _ J T square feet. 2926 t FULL MMGATION = School District Representative / Date Paid by Check # Remarks: No*@: You oay protest the Imposition of the fess Identified above by submitting a written protest to the District. In compliance with Government code Section 66020(a), within 90 days from the date fees are paid. Failure to subn* a timely written protest wrlll'prohibit you from eisidoWrg the ImposMon of the fees in any court actiom if, subsequent to the School District Representative signing this butte County Schools Impact Fee Certification Forme the School Dletrlct Is rra -IN by the applicable Local Planning Agency that this project Is being reviewed under the CalHornia Environmental Quality Act (CEQA) thle project may be subject to additional school fees to fully mitigate.ks Impact on the school dlebkft schools. White (applicant), Yellow (building department), rink (school district) feeform.xis 00/03)dmm BUTTE COUNTY DEVELOPMENT FEE CERTIFICATION FORM ❑ FEATHER RIVER RECREATION AND PARK DISTRICT (FRRPD) f9�CHICO AREA RECREATION AND PARK DISTRICT (CARD) ❑ PARADISE RECREATION AND PARK DISTRICT (PRPD) ❑ DURHAM RECREATION AND PARK DISTRICT (DRPD) Assessor Parcel Number (s) =-171 Building Permit Number Property Owner (s) Project Location /Address Z ` Subdivision Name Assessable Sq. Ftge ,2,�-, 9.4 Type of Residential Development (check one) !/New Development Single Family -Detached Single Family -Attached Alteration/Addition(s) Non -Residential to Residential Multi -Family Dwelling Mobile home Mobile home replacement verified by Assessor Department Demo Permit (date issyed a - verified by Building Department Comments: 0 CAP ❑ PRPD �❑ DRPD certifies that: ... _ _ �0__ Nam - 2i i aim M�_,_A"Wldp Has complied with requirements of the Butte County Board of Supervisors Resolution No. by Payment of: Dwelling Units @ $ CO per unit for a total of $ �• Square Feet @ $ per sq foot for a total of $ Remarks: Paid bav Check N Ro- Tri - 1.-::) 11 Paid by Cash: _ Representative K:\FORMSWILDING FORMS\park-rec standard form rev Ldoc Receipt No: 80=r 1 o4Yate $:880.00 Richard Macias 224 Twin Peaks Boulevard San Francisco, California 94114 25 JULY 2005 BUTTE COUNTY CALIFORNIA DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 RE PERMITS BP050195 AND BP 050197 AP# 039-410=071 BY'THIS LETTER, I ACKNOWLEDGE THAT GARY LEE HOMES IS THE CONTRACTOR SELECTED TO PERFORM THE WORK DEPICTED IN THE CONSTRUCTION DOCUMENTS FOR THESE PERMITS AND I AUTHORIZE EMILY NIENDORFF, A REPRESENTATIVE OF GARY LEE HOMES, INC. OBTAIN THE PERMITSFOR CONSTRUCTION PUPPOSES. RICHARD MACIAS OWNER OF THE PROPERTY 2 richardmacias@comcast.net 2 415 6641042 ANI)'WBlD-N UX'ORtDED MAIL'I'U: HUT'M COUNTY RtIII,IDIN(, DIVIS10N 7 COUNTY O NTM DRIVE OROVILI.F, t'A 9596; 2005.-004358 Recorded I REC FEE 13,00 Official Records I County of I CONIES 3,80 But I CANDACE J. GRUBBS I County Clerk-Recorderl 1 . I BW 011:37AM 26 -Jul -2005 I Paye l of 3 INI111 II1 I IN 1111111111111111111 AC:RICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents ofthis 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 properly should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: fPcP�T" Y ht ®-37 -f (0 - 071 , 73 -es LWGkTFD ON THt P40P-TH 91 PS OF C�tCO K/AA A PIZV) A 61 OW eco wAv. c4zl p7s®�1 Date 2-5T 13ROPERTY OWNERS: r State of California County offi'�7/d�, rte— before me, G����✓�/a-�✓f i ,3y' . personally appeared_d"'I�/}�<�� ,.,n.:4r��j, ,1 ., pe" U Este (or proved to me on the basis of satisfactory evidence) to be the penort*whose nam4q) is/ace-subscribed to the within instrument and acknowledged to me that hc/sh+I:4hey executed the same in his/herAheir authorized CaPacity(io< and that by Itis/hzpA4teir signature(�n the instrument, the personkqor the entity upon behalf of which the perso*1fa-ctcd, executed the instrument. WITNESS my hand and official seal 70 ,� GUNVANT PATEL Seal: Comm rr 13135 A.P. 9 Yi NOTARY PUBLIC•CALiFORNIA N City i Cpumr of Sm Fnncioee '� �Y Comm. EMpirea S�pt.i,?OOI ,� 7V 0 r1 Zo1 znno 1 r: 172 53biiy30350 PAGE 01 Order Number: 0401-1978600 Page Number: 5 LEGAL DESCRIPTION Real property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: BEING LOTS 7, 8 AND 9 AND A PORTION OF POLK STREET, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL I1, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 45, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 SOUTH, A DISTANCE OF 176.00 FEET; THENCE EAST, A DISTANCE OF 245.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH, A DISTANCE OR 160.00 FEET; THENCE EAST, A DISTANCE OF 198.00 FEET; THENCE SOUTH, A DISTANCE OF 160.00 FEET; THENCE WEST, A DISTANCE OF 198 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO THAT CERTAIN ROAD MAINTENANCE AGREEMENT RECORDED JUNE 24, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116. THIS DESCRIPTION IS PURSUANT TO A CERTIFICATE OF MERGER RECORDED MAY 20, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-18696. PARCEL II: AN EASEMENT FOR ROAD AND UTILITY PURPOSES, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF THAT CERTAIN SUBDIVISION ENTITLED, "GLENDALE ADDITION TO CHICO N0, 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 45; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 NORTH, A DISTANCE OF 206.00 FEET; THENCE EAST, A DISTANCE OF 838.00 FEET; THENCE NORTH, A DISTANCE OF 146.00 FEET TO THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. l; THENCE ALONG THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 EAST, A DISTANCE OF 38.80 FEET TO THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 SOUTH 40 DEG. 00' 58" EAST, A DISTANCE OF 32.97 FEET; THENCE SOUTH, A DISTANCE OF 326.75 FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 60.00 FEET; THENCE NORTH, A DISTANCE OF 146.00 FEET; THENCE WEST, A DISTANCE OF 791.00 FEET; THENCE SOUTH, A DISTANCE OF 146.00 FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 47.00 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: Mid Valley Title & Escrow Company PAGE 02 Order Number: 0001-1978600 Page Number: 6 A NON-EXCLUSIVE EASEMENT TO BE USED IN COMMON WITH OTHERS FOR ROAD AND PUBLIC UTILITY PURPOSES, WITH THE RIGHT OF CONSTRUCTION, REPAIR AND MAINTENANCE OF SAID PURPOSES AND OTHER INCIDENTAL PURPOSES OVER THE SOUTHERLY 15 FEET OF LOT 6 AND THE NORTHERLY 45 FEET OF LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF STANLEY PARK", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 7, 1906, IN BOOK 6 OF MAPS, AT PAGE(S) 105. PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF THE FOLLOWING DESCRIBED LAND: ALL THAT PORTION OF LOT 10, LYING SOUTH OF A LINE DRAWN DUE WEST FROM THE NORTHERLY PORTION OF LOT 14 TO THE WEST LINE OF SAID LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTTRED, "MAP SHOWING SUBDIVISIONS OF THE MCINTOSH TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 27, 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164. EXCEPTING THEREFROM LOTS 1 THROUGH 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, 7GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 4S. t APN:039-410-071-000 Mid valley Title & Escrow Company A WI LLDAN Serving Public Agencies April 13,'2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX 'V SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1355 Jurisdiction Job No: 05=0195 Assessor's Parcel No: 0397-410-071 Description: NSF/Garage/Cov Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2"d page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: 4 ➢ Plans: Two (2) copies consisting of a cover sheet and drawings 1 through 26 dated 12/15/05, by Richard Macias. ➢ Energy Calculations: Two (2) copies dated 01/21/04, by Dan Grohmann. ➢ Structural Calculations: Two (2) copies dated 12/07/04, by Thomas Podesta P.E. ➢ Truss Calculations: Two (2) copies dated 10/31/03, by Longfellow Lumber Co. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. W I LLDAN Serving Public Agencies APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of 'the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: J • Part 2, known as the California Building Code and abbreviated herein as "CBC" e Part 3, known as the California Electrical Code and abbreviated herein as "CEC" • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC" • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC" • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS" CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans and permit documentation. Specific Type of Type of 1" Floor 2 "d Floor Total Use Occu anc Construction Sprinklers Stories S Ft Sq Ft S Ft Dwelling R-3 V -N No 1 1358 1176 2534 Carport U-1 V -N I No 1 400 NA 400 Porch R-3 V -N I No 1 54 NA 54 CONDITIONS OF APPROVAL 1, Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2' Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our pI view rev no special inspection needs pursuant to CBC 1701. Plans Cc: Alice Mefford, E-mail: amefford@buttecounty.net Richard Macias, 224 Twin Peaks, San Francisco, CA 94114 l'a<re 2 of 2 Ricardo Guzman, S.E. Plan Check Engineer County of Butte Penn.i.t .Nuniber 05-0195 Willdan P.rojectNunnber 14353-135S I 1 March 2005 Department of Development Services 7 County Center Drive Oroville, CA 95965 PIC110M MAR 0 �9 2005 Attn:. Curtis_Schnurr; DEVELOPMENT SERVICES Re: Building Permits: BP050105 BP050197 Aft 039-410-071 Enclosed are the documents regarding the Sanitation Clearance for sewage disposal and public water supply from Environmental Health in Chico. This is for the residence and the storage building permits at 59 Old Chico Way. I realize that 1 have further responsibilities prior to issuance of the permits; however I believe that along with my previous package to you (see attached) and this clearance, these were all that you needed to continue processing my two permit requests. Let me know if anything else is needed. The phone on the attached card is my direct line. Again, thanks for your help. 1 Richard Macias 311anuary 2005 Department of Development Services 7 County Center Drive Oroville, CA 95965 Attn: Curtis Schnurr O Y Re: Building Permits: GP BP050195 BP050197 AN 039-410-071 Enclosed are the documents promised to complete the submittals (drawings, engineer's calcs. and energy compliance) for both the residence and the storage building at 59 Old Chico Way. I spoke with Tom Loushine at Environmental Health in Chico regarding the clearance on the septic system. He was the inspector at time of installation. He sent me the paperwork needed to request the clearance and indicated the he could "turn it around" in about a week. I have sent him the forms plans, etc. and will forward a copy of the clearance once I receive it. Thanks for your help. Richard Macias SITE PLAN REVIEW APPLICATION Date: 11— 2-1;7 -- AP# Permit Number (if applicable) Bin Number APPLICANT INFORMATION Parcel Size: ►-23 Owners Name:. ' G t f) 5 ia 1 C N A 2� Owners Address: vi i `J�,j P LS(� 1<� l� LV l� . SF f . LA _39 1 l vJ Telephone No.: (0 t-1- ) © 9 Situs Address: LD Cly t C - O WV Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer , ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other _ ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A ❑ Other: Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ® Approved - ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date ) `2- H Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: OS C5S C- Index Date: 6 — 8 — 9 8 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A —2-0 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 A" Zoning Code Streets & Highways Fire Prevention Subdivision Map Front EO C,/1— 1✓Side Side 2 C� Side Street Rear `Z Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 A" Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ ' Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By M Deeds: Date of Creation: S " 2-O — 9 -7 Legal Access Provided: ❑ No ® Yes Deed of Reference: OL2 -- O 1 /o`j (p ' Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: OR No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ® Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ❑ Subdivision Map/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be -taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. El Fol Page 4 of 5 { a Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time ,of review. CALarryMuilding Permit Site Plan Reviewl.doc Page 5 of 5 x SITE PLAN REVIEW APPLICATION Date: - AP# �3y--- O`11 J`1. T�� Permit Number (if applicable) Bin Number APPLICANT INFORMATION n Parcel Size: Owners Name: �A P o�,a, 5 Owners Address: Telephone No.: Situs Address: Proposed Use: Sal cd G P tco L4* Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home Residential Accessory =--> Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary- Travel -Trailer. ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: - Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel. ❑ Well ❑ Agricultural Buffer Form ❑ , Applicable ❑ N/A DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved ❑ Conditionally Approved ' '.,1 ❑ Resolve Problems Prior to Approval Site P1497Stamped Date T-10.0- &6�_ Paize 1 of.5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: z • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------=------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit- Agricultural ermitAgricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: A-20 Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. i DF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front L, Side Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. i DF approval needed for encroachments into SRA setbacks. Page 2 of 5 r J Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area - Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other ---- ------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oro ville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By 10 Deeds: Da.e of Creation: De -,d of Reference: Parcel Frontage on Publicly Maintained Road: Complies with Count t dards for Peed Crc Comments: ❑ Parcel Deemed to be legal t. Legal Access Provided: ❑ No Legal Access Required ❑ No ❑ No ❑ Yes, Road Name: ❑ No , Yes A ❑ Yes ❑ Yes Le ❑1 Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑j Obtain a Certificate of Compliance . ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑� Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 ON [] Subdivision ME/Parcel Map: Map Date of Recording: Lot: Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel. ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible*for road maintenance, and stop sign maintenance. ■❑ Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:\Lanys\Building Permit Site Plan Reviewl.doc 4 Page 5 of 5 NOTES V RESIDENTIAL PERMIT NO. —"-039-410-071 _ 05-0197 `. MACIAS, RICHARD !OLD CHICO WAY, CHICO C T. OWNER NEW PRI DET GARAGE (> -0 /,2s- NSF SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) O a (_ a o 0 Signature J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Infiltration-Walls-Wi Bows 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth and B-1 (fit Date Card B-1 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Card B-1 Date Card B-1 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. _ Stemwalls, Garage; Steel-Blockouts-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 -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 76. A.C. Duct in Garage -Damper Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Guard Rails & Deck Construction -Post Caps 20. Shower Pan; Test, First Floor -Tub Access Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 21. Test Tub & Shower, Second Floor -Tub Access Clearance Looked under Floor ❑ Yes 22. Gas Pipe; Sixe & Anchors Following Instld./Drive 0 Yes No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 23. Fire Sprinkler; Test Stucco Brown 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 88. 24. Fixture & Transformer Clearance -Ins. Protection 89. Ventilation Throughout House ec. Receptacles Spacing -Lights & Switches at Doors 90. Glass Protection Oize Boxes & No. of Conductors Stapled 91. C oeections from Previous Inspections mex Installed Close to Edge of Studs & C.J. Gas Test -Meters Tagged, Gas -Electric Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 93. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 94. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 95 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes O No 96. 32. Service -Riser Conductors & Ground. Main Disconnect _01 Card B-1 Date Card B-1 33. Equip. Clearances Panels-Motors-Mech. Equip. Card B-1 Date Card B-1 34. Clothes Closet Light -Shower Light -Spa Light Card B-1 Date Card B-1 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA NG (Permit) OK except #'s ills Proper Materials & Anchors 4e Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. gre Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. n ers-Post Caps -Anchors -Connectors 4 ling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Pfazing Area -Glass Protection -Skylights -Plastic �(({i 'QlT , 6eShear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration-Walls-Wi Bows Date/ -'1. and B-1 (fit Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL s) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F. & Bath Fixtures & Tub Access -Spa ec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Ele utlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 9 ec. Receptacles in Garage (FF.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive 0 Yes No/Walks 0 Yes 0 No/Planters 0 Yes 0 No I-A&(o Stucco Brown 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. C oeections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95 dress Posted 96. Fire Sprinkler Date 2((4 _01 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: J=OK 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 4. 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) Roof; Shthg-Roofing 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test-Wrap; -/ P' L'ft. / P Nat. or/ P' L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MJSEELLANEOUS Date DECK , VERS, CARPORTS, GARAGES (Plans) OK except #'s AeOWing Requirements -Setbacks -Easements 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 P nels 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/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds PERMIT NO. BPO50197 LICENSED CONTRACTORS 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 Issued Date: 07/26/2005 APN: 039-410-071-000 the Business and Profe ons Code, and my license is in full force and Lidense #: effect. License Class : cense Nu bar: L' Li Site Address: 61 OLD CHICO WAY CHI Date: �' Contractor• ten. Map Index: OWNER -BUILDER DEC ARATION Description: STORAGE SHED (400) 1 hereby affirm under penally of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Engineer.: Business and Professions Code: Any city or county which requires a Owner: MACIAS, RICHARD permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance; --also requires the applicant for such permit to file a' 224 TWIN PEAKS BLVD. = signed statement. that he or she is licensed pursuant to the provisions of : SAN FRANCISCO CA. the Contractor's State License Law (Chapter 9 commencing with Section 94114 7000) of Division 3 of. the Business and Professions Code) or that he of Total Square Ft: she is exempt therefrom'and the basis for the- alleged exemption. Any. Valuation: violation of-Section.7031.5 by any applicant for a permit subjects the. applicant.to.•a civil.penalty of not more than five hundred dollars.($500),): Census Code: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended„or,offered.for..$alri,(Sec:,7044,_Busjness.;3nd,Pro(essjo,r)s. „zApplicaint . MACIAS.,, RICHARD,...,...,.., .............:.. Code: The Contractors` State License Law does not apply to an 224 TWIN PEAKS BLVD. ....owner of property who. builds or improves thereon, and who does such. work himself :or herself or through his or her own employees, SAN FRANCISCO CA. provided that. such improvements are not intended or. offered for 94114 sale. If however, the buildjng or i.mprovemenls are sold within one year of completion, the owner -builder will have the burden of proving that he or -she did not build or improve for the purpose of sale.). ❑-:,..I; as..owner-of.-the:property:,.am...exclusively..contracting.with... licensed contractorsto coristrucf.the.project (Sec. 7044, Business and Professions Code., The Contractors' State License Law does Contractor: not apply to an owner of property who builds or improves thereon, and who contracts for such projects with,a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ 1 am Exempt under Article 3 of the Business and Professions Code. , Date: :Owner: ;• WORKERS'.COMPENSATION DECLARATION Lidense #: I hereby affirm under penalty of perjury one of the following declarations:. ❑ I have and :will maintain a certificate of consent to self -insure for woikers'. compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit is issued. Engineer.: ❑ I have and will maintain •workers' compensation insurance, as required by Section 3.700 the Labor Code, for the performance of . therk for which.this permit. is iss d. My workers' compensation insu ce carrier and p icynumb re: Carrier: / %1 Total Square Ft: Valuation: Policy #: (� :...:...:.:....a:>.:..:.. ...... Census Code: ❑ I certify that in' -the performarice of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to the .workers' compensation -laws of California, and agree that if I should become subject to the workers' com nsation provisions of Section 3700 of the Labor Code, I shall fort Wi compl with those ovisions. Date: .. S WARNING:. Failure to sel re workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attomey's.fees.. CONSTRUCTION LENDING AGENCY —..- I ._I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097 Civ.) Address: This PERMIT EXPIRES 400 S.F. $9,600.00 j I L� been paid. _r—Date: ❑ 1 hereby certify that the use df'this.facilityshall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. Cl Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is cortect,.and that I am the owner or the duly authorized agent of the owner. I agree to comply with 'all county and state laws relating to building construction. I acknowledge it is unlawful. to alter the substa ce of an ,officialform document of B ( It e ounty. I hereby authorize representatives of utte COUIX to enter pon th P mentioned property forinspection urpo es. tai M ntru �-I'll, Print Names r Lt �1 f U Signatu Date: ❑ Owner Contractor ❑ Agent for 01je ❑ Agent for Contractor �J DATE: 11-14-05 APPLIED TESTING CONSULTANTS —1 a 1 L1tLl— I...1 I V 11\ \V lliJ 11114 %-1 C11 N L 11N or 1'..1. 11V1V REPORT OF EPDXIED ANCHOR INSPECTI®N/ TESTS CLIENT: Gary Lee Construction 676 East ls` Ave. Suite 15 Chico, CA 95926 Type of Adhesive: Simpson Set 22 Number of locations: 2 Hole depth: 9" Hole diameter: 1/4" Anchor type: 5/8" Threaded Rod PROJECT: Macias Residence Placement: HD8A Holdowns Drilled into Stemwall DESCRIPTION OF WORK: Arrived at job at 1430 hours to provide special inspection of epoxy -grouted seismic anchors in the West wall West guest bedroom. A total of 2 anchors were installed per detail (no details on site). All holes were brushed and blown clean with compressed air. The adhesive was injected into each hole in sufficient quantity to cause exudation of the material when the anchors were inserted. The anchor bolts were rotated during and after insertion to insure proper bonding of the adhesive to the bolts. 1 Brad Forsy e Inspector 3060 ThorntreeDrive, Suite 10 ° Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsimile: (530) 891-4243 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAM (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS 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 Profe ons Code, and my license is in full force and effect. License Class: "censeNu:Date: '70� Contractor PERMIT NO. BPO50197 Issued Date: 07/26/2005 APN: 039-410-071-000 Site Address: 61 OLD CHICO WAY CHI Map Index: OWNER43UILDER DECLARATION Description: STORAGE SHED (400) 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: MACIAS, RICHARD - permit to construct, alter, improve, demolish, or repair any structure, prior •c• - ; r\; , , to its issuance; -also requires the applicant for such permit to file -a' ''' - 224 TWIN PEAKS BLVD. signed statement tKif he or she is licensed pursuant to the•provisions of:; c "� :>; , s: �•, SAN FRANChS.CO CA. the Contractor's State License Law (Chapter 9 commencing with Section • s 7000) of Division 3 of.tke Business and Professions Code) or that he or . r ... ,..r, 94114 she is'exempt therefrom'and the basis for -the• alleged exemption. Any,; ii} : t •• �.� ri ., } violation of Section 7031.5 by any applicant. for a permit subjects the, , applicant.to'a,civil:penalty,of not more than five hundred dollars.($500),): .. ❑ I, as -owner of the property, or my employees with wages as their �- sole compensation, will do the work, and the structure is not a> v,+...�,.,..,�,vy,. ..,�,5!.,c.:\�.i... •,.y�,r....\,r,.a.v_.a,;Uu,y Code: The: Contractors'• State License 1Law does not apply to an .,,_owneroof property who.builds or improves thereon, and who does .;such, work himself pr.,hgrself or through. his or her own. employees, ,provided that, such improvements are not intended or. offered for sale. If however, the building or improvements are sold within one .year of completion, the owner -builder will have the burden of proving that he or --she did not build or improve for the purpose of sale.). ❑..,,..1; as-owner.-oL-the.property,:.:am,,exclusively-.contracting .with,. licensed contractors:to'.coristrucfthe. project (Sec. 7044, Business and Professions Code. • The Contractors' State License Law does not apply to an owner of property who builds.or.improves thereon, and who contracts for such projects with.,a contractor(s) licensed pursuant to the Contractors' State License Law.). ❑ -1 am Exempt under Article 3 of the Busines's and Professions Code; .r Date: ,Owner: - WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of penury one of the following declarations:.- O 1 have and will maintain a certificate of consent to self -insure for woikers'. 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 anwill'maintainNWorkers' compensation insurance, as- required.by Section 37,00 the Labor.Code, for.the performance of ..the. rk for.which,this permit, is iss d.. My workers' compensation insu ce carrier and p icy,numb re: Carrier: Policy ❑ IVcertify that in4he•perf6rMa'6ce of the work for which this permit is issued. I shall, not 'employ any person in any manner so as to become subject to the .workers' compensation laws of California, and agree that if I should become subject to - the workers' compQnsation provisions of Section 3700 of the Labor Code, I shall forti compl with those roivisions. Date: - l l V Sri u Applicant: 6 ` WARNING: . Failure to se a workers' compensation coverage is unlawful,' and shalt subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and anomey's.fees. - CONSTRUCTION LENDING AGENCY 1 hereby affirm that there is a construction lending agency for the I performance of the work for which this permit is issued (Sec 3097 Civ.) Name: Address: w .... ,,,Applicajnt MACIAS,.RICHARD_..,,,..,—,..:,..,.,,,-,,. 224 TWIN PEAKS BLVD. SAN FRANCISCO CA. 94114 Contractor: License#: ' Architect: _..,Engineer: Total Square Ft: 400 S. F. d Valuation: $9,600.00 41/ Census Code: I1 permit is ereby issued'upder the rlution o do workAndiodted above • I PERMIT EXPIRES ON: been paid. ity CodR ?nnd/cir�j ❑ J I hereby certify that• th use of'thi6 facility shall comply with Sections,25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. O Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct,.and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowieedge it is unlawful to alter the substa ce of an ,official. form document of B tte ounty 1 hereby authorize representatyive�s of ,utt/e Cou y to enter on/th p mentioned properly forinspection urpo es. Print Nam ¢1�j,,f ►111[_ _ 1 _ Signatu r l Date: ❑ Owner Contractor ❑ Agent for ❑ Agent for Contractor 0 0 BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 e CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds * *PLEASE PRINT CLEARLY* * APPLICANT NAME Name 0 W /C7 r, Address City State Zp Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning �Zp Flood Zone SRA Yes No pcc. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. BP©S-6 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: I Sq. Footage 400 I ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. in order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Receipt #' OVER FOR SUBMITTAL REQUIREMENTS L, v.. r. -.Hoer. ni ni ni�n �nonnC\71.1..4 nnlCnhPnm4c A" Paoe 1 of 2 Date: // Z-7 /6 Total REV 7-27-04 OWNER Last Name t% usi -P Address 2 S 13LV D City<W C(.SGO State C�4 zip 91f If Phone S 2 Fax ._ E-mail " APPLICANT NAME Name 0 W /C7 r, Address City State Zp Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning �Zp Flood Zone SRA Yes No pcc. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. BP©S-6 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: I Sq. Footage 400 I ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. in order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Receipt #' OVER FOR SUBMITTAL REQUIREMENTS L, v.. r. -.Hoer. ni ni ni�n �nonnC\71.1..4 nnlCnhPnm4c A" Paoe 1 of 2 Date: // Z-7 /6 Total REV 7-27-04 CONTRACTOR Name 0ulm%e Address City State Zip Phone Fax E-mail Lic. # Class APPLICANT NAME Name 0 W /C7 r, Address City State Zp Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning �Zp Flood Zone SRA Yes No pcc. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. BP©S-6 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: I Sq. Footage 400 I ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. in order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Receipt #' OVER FOR SUBMITTAL REQUIREMENTS L, v.. r. -.Hoer. ni ni ni�n �nonnC\71.1..4 nnlCnhPnm4c A" Paoe 1 of 2 Date: // Z-7 /6 Total REV 7-27-04 ARCHITECT/ENGINEER Name 0ulm%e Address City State Zip Phone Fax E-mail State License Number APPLICANT NAME Name 0 W /C7 r, Address City State Zp Phone Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning �Zp Flood Zone SRA Yes No pcc. Type Const. Subdivision Name Map Book I Page Lot # Planner Date Approved: PERMIT NO. BP©S-6 WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: I Sq. Footage 400 I ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. in order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: Amount: Receipt #' OVER FOR SUBMITTAL REQUIREMENTS L, v.. r. -.Hoer. ni ni ni�n �nonnC\71.1..4 nnlCnhPnm4c A" Paoe 1 of 2 Date: // Z-7 /6 Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK. ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Workers Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if. required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMS\BUILDING F0R1AS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR WILLDAN eVTrF 00 ,� \\I I , 00 0 0 0 0 COU N �y Scott Rutherford (530) 538-7160 srutherford CaMuftecounty.net Plans Transmittal For Review Per Contract 1/28/2005 Applicant: Macias, Richard Permit No: 05-0197 Project Type: Storage Bldg APN: 039-410-071 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations d Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 0 7 County Center Drive Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: FROM: ' � .SUBJECT: Z DATE: WILLDAN eVTrF 00 ,� \\I I , 00 0 0 0 0 COU N �y Scott Rutherford (530) 538-7160 srutherford CaMuftecounty.net Plans Transmittal For Review Per Contract 1/28/2005 Applicant: Macias, Richard Permit No: 05-0197 Project Type: Storage Bldg APN: 039-410-071 100% 70% Plan Check Fees $ 219.96 $ 153.97 $ 219.96 $ 153.97 WILLDAN Fee $ 153.97 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations d Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other 0 COUNT'/ OF BUTTE -DEPARTMENT OF DEVELOPMENT �' ENT BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: f ll t l/--5 R I L q4A Q> ASSESSOR PARCEL NUMBER 03 9- L-00-0-7/ Proposed Building Use: � � � &JO G' Counter Technician: I Date: \ Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. ND f 0 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. (� 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9: Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑"w\\Nanitation azardous Material Form `❑ 1� and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Ai ,/- 0,AI 6, pDa w iT AAC-/ ii.:Tzand Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ O Erosion Control Plan Required........................................................................ ........ \\0 l� 21 ees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ California Department of Fore try plan approval ❑ paid. Sent by: 24. Planning approval (A) Use: (B)Parking: (C) Parcel Check_ ❑ Contact Land Development about _ Improvements, _ Drainage ......................... �� 26. NPDES Form............................................................................................ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... \ ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... N 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization.................................................................... ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. O 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: Date: �Zili/ Og' 1. Index per t application for the above items numbered: 1 r' Plan Check Letter 2. Additiona items requi f 3/ Qf Contractor, designe owne was advised of the above data y phone, ❑ mail, ❑ counter, by Date: ck 31 a Contractor, designer n was advised of the above data by done, ❑ mail, ❑ counter, b Date - Plans reviewed by: Date: Plans approved by: Date Structural reviewed y: Date: _ Structural approved by: t Date: Note transfer by: Date: 3 1 Yellow: Building Division • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF OF RECEIPT OF FEES OWNER /" ! �O` /lot 12-1C./�%i/ Z6 PROPROSED BUILDING USE I 1. BUILDING PERMIT FEES R� --- Balance Due ..................... $ 2 --- Additional Fees Due.......... .I --- "Revised Plan Checking Fee.. 91 E1 A.P.# DATE RECEIPT # 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ � 5uy./r'�g. nun. t 10. OTHER W 1 / DATE REC. r At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during the plan checking process. APPLICA14T DATE 27 0,J / OS— Pursuant to Covemment Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) S tom. � �.<. �_, :i�::_: •cB�,�:ce�x�•.:- ::�1'Y�.n�:�,.t. '- T fi3�o�Q'q � 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 labor and material for construction of this proposed property impro ement: YES �'NO [ ]. 2. I HAVE j/J�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: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO: 4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: 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: DATE: 27 -\/HA/ OS 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. Rev'd 11/4/2004 Butte County Department of Development Services ADMINISTRATION t BUILDING • GIS ` PLANNING 7 County Center Drive Oroville, CA 95965 (530) 538-7541 Telephone (530) 538.2140 Facsimile Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the 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 your plan to subcontract, you should be aware of the following information for your benefit and protection: o if you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $200 or more for the entire project and such persons are not licensed as contractors or subcontractors, then you may be an employer. o If you are an employer, you must register with the state and federal government 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. o There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to workers' compensation insurance. o For more specific information about your obligations under federal law, contact the Intemal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more 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 "owner -builder" 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 contacting the Contractors' State License Board in your community or at 1020 N Street, Sacramento, California 95814. Please complete and return the enclosed owner -builder verification from so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. +ce eir C.B.O. ding Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. �Qp,RT�'tEiVr O 0'UTT�o, Department of Public Works C C o u n t y o f. B u t t e c0 J. Michael Crump, Director LAND DEVELOPMENT DIVISION \\ CO G / Storm Water Management Program �CIC WO¢,Iy 7 County Center Drive �5 Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 A National' Pollutant Discharge Elimination System (NPDES) Phase 11 Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 � Project Description: Project Location and/or Parcel Number:— 0,3"?— Y / (� O 7 By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site build -outs of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: / /�, Title: Date: 27 dKAJ OS Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program Revised 5/24/04 Butte County Department ofDeve ftment ,S'e"Ces YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile Building Permit Application Acknowledgment I hereby acknowledge that I am voluntarily applying for a building permit without pre -approval from the Butte County Environmental Health Department. acknowledge that I have submitted a septic and/or well. application to the Butte County Environmental Health Department. I have been informed that the County of Butte has made no determination of whetheror4n:ot th.e- property ;on which the proposed development is to -15,610 -bated is considered to be a developable lot. Finally, I have been informed that no building permit will be. issued without the Environmental Health Department clearance, and understand that compliance with Environmental Health requirements is required prior to clearance. Permittee Name%G/f i , Address 2Z� Vu/N t = S AP Number 03 o-071 -7 Permit Number 0 / I have read and understand. the above acknowledgment: Signature of Permittee Date 2 % �,)ffV 03— Acknowledgment form.doc (6/04) Acknowledgment Form Procedure THIS PROCESS IS FOR MOBILE HOMES AND SINGLE FAMILY DWELLINGS ONLY 1. The project must be proposed on a lot created by one of the following: a. A parcel map (TPM) after March 4, 1972. b. A subdivision map (TSM) after July 1, 1949. 2. The project must be fully engineered by a California -licensed architect or engineer (See Submittal Documents). 3. ALL applicable Submittal Documents must be completed and included in submission. 4. A separate, concurrent application for this project is made with the Department of Environmental Health (EH). Applicant is responsible for notifying Development Services in writing should EH subsequently deny clearance. EH WILL PROVIDE AN ENVIRONMENTAL HEALTH CLEARANCE WITH AN APPROVED SITE PLAN TO THE APPLICANT _ 5. Applicant is requir`ezi to bring approved EH site plan to Dept. of Dev. Services. DUTTE COUNTY 14 April Zoos APR 18 2005 DEVELOPMENT Department of Development Services SERVICES 7 County Center Drive Oroville, CA 95965 r Attn: Curtis Schnurr Re: Building Permits: BP650195 BP050197 AN 039410-071 Second Sanitation Clearance for Carport and Out-buildings Enclosed is the second document for Sanitation Clearance from Environmental Health in Chico. This was requested for the storage building permit (BP050197) at 59 Old Chico Way. Apparently since the earlier clearance did not specifically state all the structures on-site, this was needed to complete the processing on the storage building permit. Let me know if anything else is needed. Thank you, Richard Macias Y TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.M. USE ONLY Piot Plan Attached Floor Plan Attached C mn¢to B.D. dZn aAQ2 Gt/t Z 1167 ,-&97/ Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for., dwelling. Other O.K.Hold final for: Final cleaprice NOTE: 8/96 Date --- -- — --' —. --- ----I 25 51:1EL.!.1 '1 � K.c,�59o1�Y UIIJDIN6 (i0T 114r. LLuDCD i -nm '�' puiarF6 F.� I u 1 _ I tb 2 U- PL All 1 U 7 _ J� 7T c NI Cl4�y •CS c rIJ wTM 6s ej.0 G SEOoNDrLOORFRAMUM611CY1DDWHS Li K1.Tf'f1 ' a v SF.0O24DFLOOR•SHE ARVIAL L5&Roof FRAMING b ---1 ROOF PLAN 1 �S mom EL£VATTO141SDIIIHI 0 P LL -k TAr OPR67000< /r 'O FaN- T-Orl — - WGN7'itY�f� WWI 1 �c i`cQ11NF Cr CT:L Chico vley /s vt7N WAY (n nNLA7-frPrxtiP,' APPROVED gUiLenve for Richard & Patricia Macias Old Chico way, Lol 7i (0394110-071Ij Butte County, California 95928 ENVIRONMENTAL HEALTH MAR 2, 5 2005 CHICO, CALIFORNIA o Table of Contenl5 slreel tb 2 U- PL All 1 U 7 _ �I 7T c NI 7 A SEOoNDrLOORFRAMUM611CY1DDWHS 4 a v SF.0O24DFLOOR•SHE ARVIAL L5&Roof FRAMING b ---1 ROOF PLAN 1 �S mom EL£VATTO141SDIIIHI t` gUiLenve for Richard & Patricia Macias Old Chico way, Lol 7i (0394110-071Ij Butte County, California 95928 ENVIRONMENTAL HEALTH MAR 2, 5 2005 CHICO, CALIFORNIA o Table of Contenl5 slreel U- PL All 1 FOUNDAI1011,F1RS1FLODRFRAMING811ULDCYAWS 7 _ F OUNDAMON DF 1 AILS 7T c r1R57 FIODR 6 SHEAR WA1 L SCMrDUIF 7 A SEOoNDrLOORFRAMUM611CY1DDWHS 4 a v SF.0O24DFLOOR•SHE ARVIAL L5&Roof FRAMING b ---1 ROOF PLAN SL mom EL£VATTO141SDIIIHI t` SIMP.SECTION A1411DIIANS i z REAR EU VAIIDN (IIDRTII) U z SIDE EL£VA11ONS(EA519 WF.511 TRANS 9 WAtl SE{11091, ROOT VE Irl 114C. DEIMLS 1G H LONGITUDINAL BE CTIDN II STRUCIORAL DE1AIUIL1IMMI)OPM5C11EMI-I 17 Z I S7RUCIURAL DEIAMS 92 a 0 STRUCTURAL DEIA11.8 14 0 SIRUCIURAI UET/UIS8SHEAR WALL SCHEME lb H I IUMHEN8 BATII- rEMIA LFLEVATIDUS Ib W 14DDW AND noon SCIIEDULFS, 11 ELE-MRICAI • FIRSI rLADR 1 19 0 ELECTRICAL SEC OND FLOOR 19 PITJR56iNGf.lEA1NlG 7F + CARPORT AREA • PLAN 6.0 TAM I 71 a cn CONNE C'T E b oUI BUII QHY' 72 i 71TLL 74£NE1'.G7 CALCULATION6 77.76 ro 0 1 A cn /61 N N 0 0 SITE PLAN B TA13LE OF CONTE I47S m cn A rn =1i APPROVED Butt COu Envir Health ate Signature VINH0jII 01®0IH0 5002 S'Z Nvw H1lV3H IVIN3WNCHUIN3 4 tg ENVIrIONME , - - MAR 2.5 CHICO, LI II r ` t: '5 I rr(1(1"ran Y 12'A f; ' NJP 12"AW flk'Ai EMDS w127C a"X -Vi"' rr1�T� ryils,li�LS. TYP �/ i� � q ~czl•tc � pa - 2 NAT WJE G 6.. . J 6 _ a 3'M11J. ; o pilrrUlcoeN� r�UTI^:� Itie,-i ttZL+P,-r4aq Cr A' Usai&nrcs for Mrhard 8 Patricia MaclBs Ord Chico way, Loi 71 (039416.071) Butte Counly, California 95928 ply. N rV L45��6� A O • P :»• 1 F ill 1 O 2005_- o .25'rtvPifVJJ -K'PM•NI1•=- 1 � 20W v =—i I a - r 1 s4E z z v �+•y1�Hr --i z v ;� 0 I i �j/�`, 1" . O y I�Tli '-�--LI I /'f• —� ' B aiO11P1/o par C (7 � (pJ.TiA'1 eF CIv<Ri� PLrT� ,o m :!FCMJ F::CfYR7(GV CF iM1' v CONNECTED ou78u1L1)MG 0 0 0 0 T A 6447 - stcl101 L #4 -ria° Po n z Itie,-i ttZL+P,-r4aq Cr A' Usai&nrcs for Mrhard 8 Patricia MaclBs Ord Chico way, Loi 71 (039416.071) Butte Counly, California 95928 ply. N rV L45��6� A O • P :»• 1 F ill 1 O 2005_- o .25'rtvPifVJJ -K'PM•NI1•=- 1 � 20W v =—i I a - r 1 s4E z z v �+•y1�Hr --i z v ;� 0 I i �j/�`, 1" . O y I�Tli '-�--LI I /'f• —� ' B aiO11P1/o par C (7 � (pJ.TiA'1 eF CIv<Ri� PLrT� ,o m :!FCMJ F::CfYR7(GV CF iM1' v CONNECTED ou78u1L1)MG 0 0 0 0 T A o .25'rtvPifVJJ -K'PM•NI1•=- 1 � 20W v =—i I a - r 1 s4E z z v �+•y1�Hr --i z v ;� 0 I i �j/�`, 1" . O y I�Tli '-�--LI I /'f• —� ' B aiO11P1/o par C (7 � (pJ.TiA'1 eF CIv<Ri� PLrT� ,o m :!FCMJ F::CfYR7(GV CF iM1' v CONNECTED ou78u1L1)MG 0 0 0 0 T A � (pJ.TiA'1 eF CIv<Ri� PLrT� ,o m :!FCMJ F::CfYR7(GV CF iM1' v CONNECTED ou78u1L1)MG 0 0 0 0 T A ro. �. ---1-- -- E'.a/ 13b'o / �^ / �� FXV i7�Y - ►►� iCNK J- L c2s� �X(i (icaFK mI roti R) - EUS'.7rrc S7�T V1� Out -Building Located at 59 Old Chico Way ENVIRONMENTAL HE.4' H MAR 2.5 2005 _ CHICO._Os UN -11 _ - f APPROVED SrrE PLAN 0 0 A 0 0 2K GTUI'S� IU ajre T sol w�l��" fin x 12'/t fi I 0r ArNPI2"AW "VIA ENitW19•Xz..X-;4 rl./l-rE runs�I�s.�7Yr. 3 L e APPROVED Butt County Envir al Health ° ° •q -IT Dat Signature pITTRgLL1NG j�?TT�-6'� IINIII I11 1INIIIIlI :1 • �If, BuIldina Located at 59 Old Chico Way lim 'N MAR 2 5 2005 1 N CHICO, CALIFORNIA m .._: 2c'ft4p"q.{6L7D rpW, hfF n i Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes of alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 2001 California Building Code (2001 C.B.C.), 2000 California Plumbing Code, 2001 California Mechanical Code, and the 2001 California Electrical Code. The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to f =comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out of ..:: '� missed' 'it does ndt relieve the builder -of any responsibility for code requirements, general orl; ? , specific. GENERAL REQUIREMENTS - Guest rooms and habitable rooms shall have natural light equal to -10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, C.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, C.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, C.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8,-C.M.C.) • Provide minimum one Y-0" exterior door. (Sec. 1003.3.1.3,C.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with C.B.C. section 1003.3, for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (C.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, C.B.C. • Attic access and ventilation (CBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. ` • Closet lights per C.E.C. Article 410-8. Page 1 of 3 Owners Name: MAAA. _� p Building Permit Number: O 5 _0 j 1 Plans Examiner: Willdan C • Provide certificates of conformance for all glu-lam beams. . • Provide approved spark arrester at all chimneys/type "A" flues. • Provide''/Z"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, C.B.C.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, C.B.C.) ` • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, C.B.C.) • Veneer per Ch. 14, U.B.C.' • Exterior plaster— weep screeds (C.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, C.B.C. • Protect plastic foam insulation.per Sec. 2602.4, C.B.C. • Ground fault protection shall be required in al bathrooms, garage, kitchen, wet bar, and exterior receptacles (CEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the California Electrical Code, California Mechanical Code and California Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (C.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in: & 30" circle (C.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per C.P.C. .SPECIFIC REQUIREMENTS I.' --Pro'v'ide safety -glazing in all hazardous locations (C.B.C. section 2406). r . 2. -. Garage firewall separation _ required on garage side. (C.B.C.`,sectiod 42.4 -exception. #3). . --3.1 :Install smoke -detector's as per the requirements of C.B.C. section 31-0.9:1... - 4. Special roof covering.required, class B minimum. 5.. Provide 2 separate exits from the third story (C.B.C. section 1004.2.3.2,exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear. openable. width of 20". The window sill height shall not be more than 44" above. the floor (C.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall - Green = Braced wall panels Yellow = Important Page 2 of 3 Owners Name: Building Permit Number: Plans Examiner: Willdan , . == COMPLY WITH ITEMS INDICATED BELOW ❑Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H:V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 _square inch for every square foot of enclosed area. . 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Parcel- lies. within the State Responsibility Area (SRA). Comply with attached requirements.. :-❑-, Fire sprinklers. are required in this structure. "' The .011owing parcel map requirements shall be met: ■ All structures and equipment including overhangs shall be clear of all easements. A setback of ' from the side and ' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ❑ Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 3 of 3 Owners Name: Building Permit Number: Plans Examiner: Willdan W I LLDAN Marys Street Marysville, California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willdan.com i i March 8, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 Tel: (530) 538-7169 Fax; (530) 538-2140 SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: • Plans: Two (2) copies sheets Cover through C2, by Thomas S. Podesta, P.E. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous -letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. s ! Willdan Project No: 14353-1359 Jurisdiction Job No: 05-0197 Applicant: Richard Macias Description: Storage Building Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: • Plans: Two (2) copies sheets Cover through C2, by Thomas S. Podesta, P.E. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous -letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. s ! APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • ,Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". •. Part 4, known as the California Mechanical Code and abbreviated herein as "CMC": Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". CODE! ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. This information is consistent with that shown on the plans. Specific Typed Type of is` Floor' 2"d Floor. Total Use Occupancy Construction Stories Sq Ft Sq Ft Sq Ft � r Storage Building U1 V=N 1 400 0 400 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions'and/or notes as red -lined on the plans. 3. All plan sheets shall be signed by designer or person responsible for the plans as required by California Health & Safety Code Section 5536.1. DEFERRED SUBMITTALS a . Our,planreview reveals no deferred submittals noted at this time. SECIAL INSPECTION NEEDS Our, plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely,. Michael LeBeau . Ricardo Guzman, S.E. Plans Examiner Structural Plan Check Engineer Cc: E-mail Alice Mefford at: amefford@buttecounty.net Richard Macias, 224 Twin Peaks Blvd. San Francisco, CA 94114 email: maciasr@sfsu.edu Page 2 ot:2 Willdan 14353-1359 PCI.F Butte County 05-0'197' , Butte County Department of Development Services cou E Building Division DEC -' 1004 7 County Center Drive )AV_ UrMENr Oroville, CA 95965 (530) 538-7541MMvr0s REFUND REQUEST APPLICATION REFUND POLICY -Butte County Code 3-41(t) 1. Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. Any refund checks will be made payable to the name on the receipt. 2. The request must be made within two years from the date of fee payments�on permits not issued, and two years from the date of permit issuance for permits issued - if no construction work has been done. 3. Filing fees and plan check fees for work plans checked are not refundable. 4. Fees paid to other County Departments are not covered by this claim. , INSTRUCTIONS: Submit this application to Development Services for. determination of refundable fees. A claim will be generated for. any fees to be refunded and sent to the address below for signature (by the person whose name is on the receipt) and return to Develo ment Services for payment processing. CLAIMANT'S NAME: Richard Macias .1 MAILING ADDRESS: 224 Twin Peaks Blvd., Sanfrancisco, CA 94114 PHONE: ( 415 ) 6 6 4- 1 0 4 2 ASSESSOR'S PARCEL NO.: 0 3 9- 4 1 0-'G.7. 1,,/. [Please use one claim form per permit] 03- 3 628,/ BLDG PERMIT NO.: tt $609.42" ' .r .Recei t No. -1. _ . _. Recei t,No 2 _ Recei t No. 3 ._ j „ h RECEIPTNO:: 1 1 [ 2 5/ 0 '3 RECEIPT DATE: $609.42 RECEIPT AMOUNT: REASON FOR REFUND REQUEST: This permit is being cancelled due to inability to get response from structural engineer of record regarding plan -check _ comments. We are retaining another engineer and subject to recalculation and revision of plans, we will re -submit an application for this residence. Check those fees which you wish to have considered for refund: Building Permit Fees OSheriff Fees, OSRA Fees (CDF Fire Planning) DOther (specify): Plans for -cancelled permits miltbe:disposed:of within 10 working days upon'submission of a .Wesf.i r Refund. If ou-want-the p dans Y-'o'u,.may pick them -u . rior to.that time. Fl/19/04- Signature Date _ K:/Forms/Refund Application 082203 DEPARTMENT OF DEVELOPMENT SERVICES DEPOSIT SHEET BUILDING DIVISION DEPOSIT # 1 �^ BAG # 330 MONEY COLLECTED: audaor:yellow GRAND TOTAL TO BE DEPOSITED COMPLIED BY: DIANE LEWELLEN extn 6869 DATE APPROVED BY: MICHAEL VIEIRA DATE 1112612003 ACCOUNT ACCOUNT#• •UNT# ACCOUNT# ACCOUNT# rim 'r si s o 6 to • 'e�9 �� I --E�:�L�:�li■E��f�Id�l 'r � �. � � E�,IiI���I�l 'r c c � � 'r � �� MONEY COLLECTED: audaor:yellow GRAND TOTAL TO BE DEPOSITED COMPLIED BY: DIANE LEWELLEN extn 6869 DATE APPROVED BY: MICHAEL VIEIRA DATE 1112612003 ' Cv Chv' , �� w•ifi:. -. . AP NO.:" 039-410-071 DATES: 11/25103 s, a ? x xk x;^. Notes: OWNER: Maria$ Phone: ; (415) $64:1042 _ ..iv % `SAS.. ,_ ,�1 r UK e. �. <ez& a " a k jons a aM.NnkQ ♦r e r<q x c 5 k n- a ` ra �r s r NO �� C1F 4 v Y5Y i k t5°�xC01 C� Klffii isri� gra : `J s a 2 #r, c z 311 x�x;�:::2xh f .,,+<:x.. . xx,,.sxi..c*z:_e>9 ., wrx;.sR-.wxnx.,xxcx.;<ezf. w,.x»bix>. .x�>xa.>:;=«x>.2;x,�xx7.axr.a:1 SITE Old Chico Way Chico' ADDRESS •.- .. ,. .. . . , STATE RESPONSIBILITY AREA SRA „ BALANCE SRA . .,"' ..'�: �''' Per StrucWre ..;x;,xR ,, _3 ` ` .69.00 S .: .. - .f .DUE ..-.. .. ,. .. .: 'r .,'..; -'kt..v 4 - :,ifi�:' 'i, :r'r +t,,. ..�t:E .`�.. u �.. 4., 7.i+ 1: ..w 6!'. _x •vy..3&7y. - .�. .i .4 _ f..n,-7.., .,?>;•.. ,5"�k,n, ..�a'?.��.2 z2iet'F•�Lak-�. ,t.te _,+:w ,a�„:l i,. -.,r %� : r'•-��. -,•.Fil..r -civ 7 x x.xx.:ux � �cr x+ ... �- > .: ., .,, .� •x. ... ..,. v, ... :. ,:. �-' :. _' .: '. .-.s ... .. .... ..... ,. ,:�. .• i :�•.,.c .... u .. ,' ,.'.,..,, .. M. ,..�- _--'"�_-'-- -� • -�. --_,. .. ,.- .-- .- .' �>.-,...:,: .. ,. •,..$ -. .,.-f �..>_��.x-�Y.`sar -v .. ,..:-'... .. .. -i .n _ ., -4 ol" .:'°•, ,rr..,, Y � -- • ,aFP. „r .� e.��� -. t a" � �` r ; -,ShenR. ,;�harr�" ,.�,,�,,:z�.�xrsResldentlal , Pec,SF•Llwn Unit :>tf.•::x1x.,h.<, :5360.00�,.E.- .,.360.00- .qw rte.. ., . TiO.T:AL SHERIFF FEES -$,.. 360.00. 360.66 ThermaEeo • :. ':. Residential r Per` unn E 51000 a - • - _ ... _ ><i:zxxx` .i€xv.xxxxxxx vxCx vcxxxxxx.x 7 :::;:;. xx.x.. "5'k` F x xxiix. ..: �..�, xx„ .x. x:xx s, ..x Commercial - Per Ordinance 3304..7 c -ter ."s n .-.:; 9$A �4^w�CSAvv�ki�.°�~�AiM1'vA�4" .- .,,::. N-a;<;r w�- :s .:r;. y, ,;„. . .Y,?v°„•;>,,., l.�v �7. ,°u2 M. .,'' R�iv. /p>;x•"s „yk ', z t r TOTAL DRAINAGE�,FEES. $� .kYCs a <`•L w dY 'Y� - '@ - - ..,.. ,._ STREETIMPROYEMENTS�� x ...... .. ,>.., ..:+w^,y"-` �. t^ � l' ate, w � --. as x::;xx..,; x..COrtlmercial, Pei'.Edoh s '; .. u - xY6*x: :i •S :.isaaoo - ..,, g� .:• _ .. -. - - . Chko Urban _- 17,: s _ .. .,. :Commercial Scrvxe Stnichaea. Per Ft �: 4. C -$ .. 2.22-.. ' -. .. .. - . Commercial InAusfial.Struci res Per Ft x; E -$ 1.02 '. . .Residential Per";eedrs' e'rvin u"' .. -" •;. fia- � S 696.00',- .w .. • Themwl-rto Urban Area.. - o - . - - xxxx4.Fxxxxxxxxx ,x E. .. commercial OEficeee= �$ $M .. ___.: Per Acre „_x.:i 51_....i $ "41 924.E - • • - Industrial 6,'ht .._....__5...55sz PerAcre c .. __s.z' 45962.40 - - .,., _.. "."•"x"i°" :. ,,M,:,....�.•�•. a _s r ,TOTAL..STREEIT IMPRO�/EMENT:FEES $,s , ,: .. oc••�� A�t}, ��, ,L.., '�bk•:J�:dA�.:nG.Y!.a."-�.ti�v'S��f4:LW"SSiS"�3'cx'�,e�.4.b'.v."�o.�3".x`C.ss."yj,,.'+iP:{xz�`Le.P,?5PCvx'�.zti-u ., Y 3 r i c 977 £ i $' � zS r � �. � a,... _ :'S.._5.� S AX-E ��„� ,. �•a� � �, ,�� :v,��,., ��• _::; �. ,.;��� Water Tender C7xr 1 1z 7 6xC . 7xF `C X77 7 ' r° ° ° ' ° I ? x ,11 I,I .xxx TOTAL WATER TENDER FEES 41 Residential - ' ` ... '•'� ' Industrial/Commercial ou Per SF ...-.,...k., $' z.3z:'t.•-.: -... -_' • - - .. '' School -.. ... ,.5> i_. 5..72.614.000 {.: --5__x-__.5_ ` CoOected by OTHER FEES: Development - Servicea ��'g`.,'�Gj'�®6� MINIMUM,PA§1(MEN Lr v}°^G : sem* ur,.r ..n tea,¢ p +tor , .,., 3,4 yt 57 7 777..... f...,. 7 . s;, # z• IzTAL;NCSFEES $ s:x x S : a 77 _::, xx7_ xC. 8 a ;7xysx7xxix. E : ka7 0 �i.-_-xxy5x5ee.-s T SEES' $ 360.00 . 360.00 s b $ $ :777:7 1 z;t, ';, :: ,.. ;: ; -NN-N.: x=Exk x'_k IN xG xa ;:;�� x ' i P R #:, ' . Cx r ;K.... JG PERMIT FEES, � � ��1,797.7a7 1 .188.35 :a a.; 60942 i x€'.. t t x t x c e >t c,;xxr� .-- xa xxxx.xxa x>.. > x,x .az• r e x.xx., xxr.x.- xx GOTAL.'ALL FEES $ 2;157.77 ': $1,548;35 $ 609.42 .$ =PAD OWES. ,` PAID PAID; PAID.: =4 �'°$ewt80002 10. FFEES�$ ' . 6`3243& Receipt No. _, t t3s38�s , r e r »° Receipt Date; z7.x.< ,xxxx.xx1 k 1.1/25/03 xxx<xtxs,x.x..7 x x.7 N x -7x a x> cx.,11 m s. x 7V x.x:xxx StaH lniOals ;a W TP H.-I'MM-MI-1. a s s .w• :`_§ as+, . -Sa .xx .xxxi.xxx 6 ......... 7.x xx. 9..,kxxi - - • . - un6:: xxe:xfl;u s t t i9.00 s 1,189.00 111-1 MH 3.a77 Receipt Name r<x tx d and"Haaas s , :x1: x7 axx Sq. Ft: s c7xg.xxk .. E't.o4 s 78 .7x❑:xxx:k,xxx<C. ChedcNumber"'<x,2466x .. $.,, <x:s.:rx. • tx.,xx:xx .7xxx„,:.:%r;xx.xxxCxx' E:;`r 7..❑'x ; :: aC Check Amount g xx c 609'92 €x3 H 77 xM ....7 c',, Cash a..zs ¢ .i k tz.c r' rs- �"a."... - k HE 6xx xxx xxx - _ xxxx.xxxx x xxxx,:...pu xxxxx.x 2 92 x0.":: TOTAL PAID 609.42Sz.0 S 5.401.36 ❑':".„ E - $ CHECK (e-0�. .. NrPN ! v 039-410-071 DATES: 11/25/03 : Macias Phone: (415) 664-1042 SITE ADDRESS: Old Chico Way Chico C Zoning A-20 Acres 0.73 Name/Date lCerificate of Merger Flood X Map/Book Page Block Lot 1 Panel 0505C Snow Load Other 97-018696 05/20/97 SRA No VALUATION.' CODE SQ FT $/SQ FT VALUATION Residential/ Guest House/Heated Fun Room R 2524 $54.00 $ 136,296.00 Business/Office covered p. C,ov 54 $13.00 $ 702.00 Garage or Storage Shed U 400 $18.00 $ 7,200.00 Storage/Commercial covered car port Cov 400 $13.00 $ 5,200.00 Re-Roof x SQ $ 60.00 Calculates uares 20 ft x 30ft = 60 sf = 6 squares Fireplace A (Zero Clr): Masonry: $ _ TOTAL VALUATION, $ _ 149,398.00 BUILDING PERMIT FEES QTY FEES FILING FEE 1 $ 20.00 $ 20.00 Permit Fee - Full 1 Permit Fee -1/2 (MH) $ 814.50 Plan Check @ 65% Permit Fee 1 $ 529.43 Plan Check Minimum/Mobile Home State Approved Plan $ 23.00 $ - Plan Check MASTER PLANS ONLY $ Revised Plan Check $ 46.00 $ - Energy Inspection Fee 1 $ 46.00 $ 46.00 Energy Plan Check Commercial 4000+: $ - Residential 1 To Master: 1 $ 23.00 Mobile Home Installation Inspection $ 100.00 $ - $ - TOTAL BUILDING PERMIT FEES $ " 1,432.93 PLUMBING PERMIT FILING FEE 1 $ 20.00 $ 20.00 Each Trap 7 $ 7.00 $ 49.00 Solar or heat pump water heater $ 23.00 $ - Water piping 1 $ 15.00 $ 15.00 Each gas water heater or vent 1 $ 15.00 $ 15.00 Gas piping system 1-5 Outlets 1 5+ Outlets 1 $15/$3 $ 15.00 Building Sewer 1 $ 15.00 $ 15.00 Mobile Home Utilities Sewer: I I Water: I Gas: 1 $ 20.00 $ - $ - TOTAL PLUMBING'PERMIT.FEES $ 129.00 AP NO ' " 039-410-071 1 DATES: 11/25/03 " Q OWNER:.1 Macias - Phone: (415) 664-1042 Ci SITE ADDRESS: Old Chico Way Chico M Q ELECTRICAL PERMIT FILING FEE 1 $ 20.00 $ 20.00 Main Service 600V or less/200A or less 1' $ 23.00 $ 23.00 200+A to 1000A $ 46.00 $ New Construction or Addns Dwelling Occupied & Accessory Bldgs 2924 $ 0.035 $ 102.34 New Construction Multi -Outlet Branch Circuits $ 7.50 $ - Non -Residential Power Apparatus & Single Outlet Cir. $ - 1-20 $ 1.00 $ - Outlets or Fixtures Existing Occupied 20+ $ 0.50 $ - Fixed Appliances or Outlets (Res) ea. $ 5.00 $ - Temporary Service $ 23.00 $ - Mobile Home Facilities _ $ 20.00 $ - Miscellaneous Wiring $ 23.00 $ - Pre -Inspection (existing MH, existing site) $ 23.00 $ - Pool Electric $ 30.00 $ - TOTAL ELECTRICAL<PERMIT FEES $ 145:34' MECHANICAL -,PERMIT FILING FEE ., 1 $ 20.00 $ 20.00 Up to and including 100,000 BTU 1 $ 15.00 $ 15.00 Heating Greater than 100,000 BTU $ 20.00 $ - Up to 3 HP and 100,000 BTU $ 15.00 $ - Cooling < 3+ to 15 HP and Over 100,000 BTU 1 $ 25.00 $ 25.00 Evaporative Cooler $ 15.00 $ - Extend Ducts in Additions $ 15.00 $ - Hoods 1 $ 6.50 $ 6.50 Ventilation 2 $ 4.50 $ 9.00 Gas Fireplace 1' $ 15.00 $ 15.00 k MECHANICAL PERMIT TOTAL OF ALL IWILDING1 PERMIT FEES 1,797.77; .. _. Occupancy Construction. ISSUED HAZ :.°, : FEES IMP FLOOD CDF PRCL PD HD AP NO 039410-071 DATES: 11/25/03 01/00/00 01/00/00 01/00100 �tJTT� County o Sutte ° Richard Macias Phone: 415 664-1042 0 o ,OWNER: , Phone: > DEPARTMENT OF MAIL 224 Twin Peaks' Blvd Phone: , DEVELOPMENT SERVICES ADDRESS: San Francisco I CA 94114- Building Division Owner Phone: ' 7 County Center Drive CONTRACTOR Phone:. Oroville, CA 96965 Email:; (530) 538-7541 Phone: ARCHITECT OR ENGINEER !�Llc No.: PERMIT NUMBER: 0 3 3 6 2 8 Email:, SITE 101d Chico Wa Phone: APPLICATION AND PERMIT Chico CA 95928- Email:; ADDRESS: USE SF Dplx MH Other. a O o TYPE OF New Addn Rmdl Utlts Instln WORK . o o n o 0 Other: NSF with carport 8 workshop- orkshopLICENSED DESCRIPTION . LICENSEDCONTRACTOR'S DECLARATION I hereby affirm under penality 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 fu'.I force and effect. License Class License No. OWNER-BUILDER DECLARATION I hereby affirm under penality of perjury that I am exempt from the Contractor's State License Law for the following reason: p 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. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason: WORKERS;:. COMPENSATION DECLARATION I hereby affirm under penaty of perjury one of the following declarations: O 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 the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: o Carrier. Policy Number: This section need not be completed if the permit is for one hundred dollars $100 or less). I certify that, in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' O compensation laws of California, and agree that, if I should become subject to the worker's compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. WARNING: FAILURE TO SECURE WORKER'S COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued. O Lender's Name: Lender's Address: I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this county to enter upon the above-mentioned property for inspection purposes. Signature of Applicant Date 0 Owner ° Contractor (3 Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories In height. 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. Date PERMIT EXPIRES ON: By Date Page 1 of 3 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville, California 95965 • Telephone (530) 538-754 ERMI ev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBERCl .. �,r 10 „�+I ;r—, ": O OWNER BUILDING PERMIT I 1 V ( o e to SQ. FT. OCC. BUILDING VALUATION OWNER'S MVNG ADDytESS..r., .. _ Ir.. �� J _ 7��I q �� CONTRACTOR'S MAILING ADDRESS 00 �00 A!574�' c o CONSTRUCTION LENDER Ga Fireplace n' - LENDFAs MAILING ADDRESS Total Valuation $ a ARCHITECT ORENGINM LICENSE NO. Firing Fee t Permit Fee' X20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee 3 �' SULDINGADDRESS Energy Plan Checking Fee `$` co — g C04 -.L -T—. C, --V PERMIT FEE $ LOT NO. I su aTI= S= 2Zo — `'7 PARCEL MAP PLUMBING PERMIT (ling Fee 20.00`1' Each Trap 7.00 L USEOFSTRUCTURE '� SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 11 15.00 0 CP Each gas water heater or vent 15.00 a Y TYPE OF WORK New ❑ . Addition E3 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: w/ ��+ , / i W,O( 5&& - T l.. (it v Gas piping system 1 - 5 outlets 15.00Z.5.1 -1 a Building sewer 15.00 tP Moble Home S G W @20.00 PERMIT FEE $ X aD ELECTRICAL PERMIT Fling Fee 20.00, Main Service ND. oa t= 23.00 c �� .PERMIT, FEE PAID $ � / CC��•• SRA$Q SHERIFF OTHER $ Main Service 20IA TO IMA 46.00i r(2Ackli NEW CONST. DWELLING O=UP. 3.SQ OR ADONS. A ACC. BLDS. NEW GON5T*NO"ESID. MULTI -OUTLET �Ci],SO CIRCUITS psorml PPARpT1MANOM J,5 a srNGLE oLrrLEr e10. OUTLET OR FIXTURES ZD @ t.00 Ex. Occup. SAL @ .so Ex. Occu ouTtETs PPM owe 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wisc. Wiring 23.00 PERMIT FEE $ /441--l3q- I MECHANICAL PERMIT Firing Fee, 20.00; Heating.. L Cooling Hood 6.50 Vmntilnfinn .50 AMOUNT RECEIVED $ DATE RECEIVED RECEIPT # , S '/q PERMIT FEE I S Moble Home Installation Fee I $ Energy Inspection Fee 1 $ , e CCC CONST. TYPE TO L FEE $ ' , HAZ I D. FEES VA F1.00P COF EL MD 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. g Date PERMIT EXPIRES ON IDafel A,, COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION -,7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: l;� I 1�11(� I IGI t �l A� ASSESSOR PARCEL NUMBER Proposed Bui_ding Use: _ I I / J�� Counter Technician: _T -P' Date: t ins required in order to apply for permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plF-ns, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! f7 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal b'dgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to &e plan review line-up when required items are received. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.. ❑ 9. Site plan and business license approval from the City of Biggs...... ❑ 10. Letter of intent for non-residential buildings .........................:..... ❑ 11. Detached Accessory Building Form filled out by the owner........ ❑ 12. Hazarcous Material Form ...................................................... ❑ 13. Fire Sprinklers.................................................................... 0'114. Agricultural Buffer clr and. site plan apr from the Ag Commissioner ❑ 15. Other Date Received By ...................... Sent by Oki A � Rej°aining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) Rf 16. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... a 18. tatem::and ant of n tent for Non -heated and A/C Buildings .................................... S ... t... site plan approval from the Environmental Health Department in _ r Ivo o a ❑ 19. City of Chico Plumbing permit........................................................................ ❑ 20. Califorria Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 21. Planning approval for (A) Use: OK (B)Parking: (C) Parcel Check: ❑ 2 . Contac-: Land Development about ❑ Improvements, ❑ Drainage ....................... 3. NPDES Form............................................................................................. 24. Encroachment Permit for driveway from the Public Works Dept ................................. VA -le T1 ), . ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Workerls Compensation Carrier and Policy Number ............................................. P-128. Owner -Builder Verification (Given to owner, ❑ Mailed to owner) ..................... ❑ 9. Letter o€ Signature authorization.................................................................... ®'30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grart Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone /qq& =56cla t°t' and hold for pickup. I have been informed of the'above items and requirements for obtaining a building permit. Applicant: ? Date: 25 NOV 03 1. Index perq6l' plication for the above items numbered: Plan Check Letter 2. Additional4tems required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division COUNTY OF BUTTE V ,DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 • SCHEDULE OF RECEIPT OF FEES OWNER �aao 'Ja,S PROPROSED BUILDING USE —Z1. BUILDING PERMIT FEES - - --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES Oh lCQ V n (4 t 1PG (paid at School District Office) (form available after Plan Check) 4z 3. SHERIFF FEES (paid at Building Division Residential............ _ $360.00 Units Commercial (sq. ftg.)..... X $0.03 = $ Sq.Ftg. A.P. # DATE RECEIPT # DATE REC. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES ( &J (paid at Recreation District Office) (form available after Plah Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. RATER TENDER FEES BATTALION #. $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Co--nmercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed during t�n checking process. APPLICANT DATE 15 NOV `03 Pursuant to GovemmEnt Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12'/96) APPLICATION AND PERMIT 63 -3 bZ$ ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SO, FT- OCC. BUILDING VALUATION OWNEWS MALINC ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENh'INEER LICENSE N0. —Filing Fee $ 20.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit Fee $ Plan Checkin Fee $ BUILDING ADDRES^< Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIE` Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Adeition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping syste!2 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMITFling Fee 20.00 600VMain Service 20 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 commencin with Section 7000 of Division 3 of the Business and Professions Code, ( g ) and my license is in full force and effect.P License ClasE Lic. No. OWNER -BUILDER DECLARATION I herebyaffirn under penalty of perjury that I am exempt from the Contractors License P tY P 1 ry P Law for the fcllowing reason: ❑ I, as ow ier 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. .0 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. %%LUNG OCCUP. OR ADDNS. ( 8 ACC. S. s0 3.5ttFr. NEW °OND. .1 OUTL� NON•RESID. @7.50 OWER APPARATUS 8 SINGLE Oun.ET CIR. EX. OCCU OUTLET OR FIXTURES SAL m :w Ex. OCCU FIXED (..,PLNS. OR ounETs RESID. EA 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirn 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 end 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 stove sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 7 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �_ Date 2 7MV-i03 Signature . f Applicant - Owner [3 Contractor ❑ Agent An OSH pernit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D FEES IMP I FLOOD I CDF PARCEL 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. By Date PERMIT EXPIRES ON ate Receipt No. WHITE -D. -B D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Butte County Department ofDevelopment Services YVONNE CHRISTOPHER, DIRECTOR M 0V w 7 County Center Drive N Oroville, CA 95965 (530) 538.7601 Telephone (530) 538.7785 Facsimile TO: FROM: ' M SUBJECT: O �, DATE: LP2A Michael Vieira (530) 538-7159 mvieira(&-buttecounty.net Plans Transmittal For Review Per Contract 12/17/2003 Applicant: Macias, Richard Project Type: NSF 100% Plan Check Fees $ 529.43 Energy Calc Fees $ 23.00 $ 552.43 Permit 03-3628 APN: 039-410-071 70% $ 370.60 $ 16.10 $ 386.70 LP2A Fee $ 386.70 Copies Attached: Qty Chk jApplication 1 Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other January 06, 2004 Richard Macias 224 Twin Peaks Boulevard San Francisco, CA 94114 Phone: 415-664-1042 Fax: Not Provided Re: Plan Review: Macias SFD Address: Old Chico Way Dear Mr. Macias: County of Butte- FIRST REVIEW Jurisdiction Application No.: 03-3628 LP2A Job No. 203015-117 Linhart Petersen Powers Associates (LP2A) has completed an initial review of the following documents: 1. Plans: Two (2) copies Plan Sheets 1 through 26 Title/Cover Sheet dated September 26, 2003 by Richard Macias. 2. Structural Calculations: Two (2) copies dated September 09, 2003 by Thomas Podesta, P.E. 3. Title 24 Energy Compliance Documentation: Two (2) copies dated September 12, 2003 by Dan Grohmann. 4. Prefabricated Roof Truss Calculations: Two (2) copies dated October 30, 20.03 by Longfellow Lumber Company. These documents were reviewed for their conformance to only the 2001 California Building (CBC), Plumbing(CPC), Mechanical (CMC) Electrical (CEC) and Energy Codes. 'Our comments follow on the attached list. Please submit an itemized response letter and two (2) sets of complete and revised documents with all revisions clouded. Sincerely, L•INHART PETERSEN POWERS ASSOCIATES Robert T. Berna I.C.B.O. Plans Examiner RTB/CIJ:ag Enclosures: Cc: Mr. Michael Vieira at Fax: (530) 538-2140 Curtis L. Johnson . I.C.B.O. Plans Examiner Bin 58 Fc:\documents and settings\amefford\local settings\temporary internet files\olklA203015-117-pc1.doc Bin XX Macias SFD Old Chico Way January 06, 2004 Re: Occupancy Group(s): Type of Construction: Stories: Building Area: GENERAL COMMENTS: R -3/U-1 V -N Two (2) Stories 2524 sq. ft. (Living Area) 400 sq. ft. (Carport) 800 sq. ft. (Accessory Buildings) 54 sq. ft. (Covered Porch) County of Butte - First Review LP2A Job No.: 2030015-117 Page 2 G1. The following plan review documents are based on the County of Butte Building Regulations. For your convenience, the following comments are referred only to the 2001 California Building Code unless otherwise noted. G2. Please respond in writing to each comment by marking the attached comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and hopefully, approval of this project. Thank you for your assistance. G3. For clarity, please amend the Cover Sheet to specify that only the 2001 California Building (CBC), Plumbing (CPC), Mechanical (CMC), and Electrical (CEC) Codes (adopted by the State of California as of November 1, 2002) and amendments by local jurisdiction are applicable to this project. G4. Please be sure to include on the resubmittal the architect's/engineer's "wet" stamp, signature, registration number and expiration. date on all sheets of plans [all sheets of plans depicting structural designed elements] and cover sheets of specifications and calculations. CBC 106.3.2 G5. Please be sure to include the name and signature of designer or other person responsible for the plans on all re -submitted plan sheets. California Health & Safety Code Section 5536.1 ARCHITECTURAL COMMENTS: Al. Provide Foundation, Floor, and Roof Plans for out -buildings A & B. Be sure to include details and detail references. A2. The application receipt indicates only one of the 400 sq. ft. out -buildings specified on the plans. Please revise plans or provide documentation of the change. T-24 ENERGY COMPLIANCE COMMENTS: T1. Please revise the fenestration section as follows: a. Include the west -facing 2nd storey windows (19.5 sq. ft.) b. Revise the west -facing 40 sq. ft. door to indicate a north orientation. T2. Specify the size and energy factor of the proposed water heater. T3. Specify the R -Value of the proposed HVAC ducts. Macias SFD County of Butte - First Review Old Chico Way. LP2A Job No.: 2030015-117 January 06, 2004 Page 3 STRUCTURAL COMMENTS: S1. The following comments are , from Sheet 2, Foundation & First Floor Framing. Revise as indicated below: a. . Provide documentation showing that 10" TJI's 350 @ 16" o.c. is adequate to support loads for the spans shown. Note that 10" TJ I's where not located in their manual. b. Provide interior and exterior foundation details and references. Show all conditions. C. Revise foundation detail to show and specify rebar requirements d. Revise foundation detail to dimension stem wall thickness. e. Show and specific anchor bolt size, spacing, and 2x2x3/16" plate washers. f. Provide foundation detail showing height above and below grade. g. Provide foundation detail Showing clearances of 12" form earth to floor girders, and 18" from earth to floor joist. h. Provide typical floor framing details. Details to show interior and exterior conditions and details to show conditions of joist parallel and perpendicular to walls. i. Specify type, size, spacing, and support of floor joist at the bathroom area. j. Revise plans to show continuous perimeter foundation at all sides of the entry closet and stairway area. k. Specify foundation grade redwood, ore pressure treated wood, for sill plates, sleepers or blocking in contact with concrete or masonry foundations, per CBC 2306. S2. The following comments are from Sheet 3, First Floor, Revise as indicated below: a. Show correct location and specify effective length of all shear walls. b. Show location and specify effective length of all brace and alternate brace walls. Provide specification for brace walls. Show how lateral bracing is provided for the Front and Rear Walls of the structure. Show compliance to CBC 2320 or provide engineered shear walls. Note that rear wall may not comply with brace wall requirements, as they may exceed 25' o.c. S3. . The following comments are from Sheet 4, Second Floor Framing. Revise as indicated below: a. Provide typical floor framing details, showing all different conditions, both interior and exterior. Macias SFD County of Butte - First Review Old Chico Way LP2A Job No.: 2030015-117 January 06, 2004 Page 4 S3. Comment continued from the previous page: b. Amend plans to include details for shear transfer from roof to wall, floor to wall, and walls to foundations. Please pay particular attention to interior shear wall conditions and include different details for cases where roof or floor framing is parallel versus perpendicular to shear walls. C. Provide documentation showing that 12" TJI's 350 @ 16" o.c. is adequate to support loads for the .spans shown. Note that 12" TJI's where not located in their manual. Note that if you meant 11-7/8" TJI's, at least 3 joist are overspanned. See Living Room/stair way area. Note header or beam not shown. d. Insure that the length of the 36" cantilevered floor joist area matches the second floor plan. The length of 17'6" appears to be incorrect. Revise as needed. e. Revise plans to show double joists under bearing partitions parallel to joist, per CBC 2320. S4. The following comments are from Sheet 5, Second Floor and Roof Framing. Revise as indicated below: a. Provide typical roof framing details, showing all different conditions, both interior and exterior. b. Amend plans to include details for shear transfer from roof to wall, floor to wall, and walls to foundations. Please pay particular attention to interior shear wall conditions and include different details for cases where roof or floor framing is parallel versus perpendicular to shear walls. C. Show correct location and specify effective length of all shear walls d. Show location and specify effective length of all brace and alternate brace walls. Provide specification for brace walls. Show how lateral bracing is provided for the Front and Rear Walls of the structure. Show compliance to CBC 2320 or provide engineered shear walls. Note that rear wall may not comply with brace wall requirements, as they may exceed 25' o.c. , e.' Provide "STC" truss clips at non-bearing walls and "H" truss clips at bearing walls. f. Provide complete roof framing, at stick frame areas, areas of 2x12 rafters. Show and detail all supports and connections. ' g.' Provide detail showing shear transfer at shear panel "1W3-9'. Also clarify note "continuation of wall from first floor. top of wall 42" above second, fin. floor". Note that sheet 4 shows 3-1/2 x 11-7/8" Anthony Power Beam at that location. Clarify and revise as needed. S5. On Sheet 15, revise General Note #1 to reference the 2001 CBC. Macias SFD County of Butte - First Review • Old Chico Way LP2A Job No.: 2030015-117 January 06, 2.004 Page 5 S6: The following comments relate to the carport and page 21. Revise as indicated below: a. Specify make and model/series number of 9-1/2 "1" Joist. Provide documentation showing that the "I" joist @ 24" o.c. is adequate to support loads for the spans shown. b. Identify all framing members. C. Detail all supports and connections. d. Identify all make and model number of all metal connectors. e. I Specify slope or pitch of roof. f. Detail and show construction of pony wall at upper end of the roof. g. Provide engineering calculations for the beams, headers, supports of the carport roof system. h. Provide complete total dimension of the carport. Provide truss calculations, details, and layout plans for the carport. S7. The following comments relate to the Out Buildings A, B, and Sheet 22. Revise as indicated below: a. Provide complete foundation, wall framing, and roof framing plans and details. b. Show method of providing lateral bracing for the buildings. C. Show location and effective length of all braced walls, alternate braced walls, and shear walls. Show complete compliance to CBC 2320 for braced walls and provide engineering calculations for all shear walls, i.e. Front walls. d. Provide Skylight framing plans e. Provide detail showing construction of parapets and show how lateral bracing will be provided. f. Provide truss calculations, details, and layout plans for the Out Buildings. S8. Revise plans to show location of "RWH1" and "1WH1", per page 3 of the engineering calculations. S9. Specify size and spacing of all wall studs, and identify areas that are different from Typical. S10. Provide a letter from the engineer -of -record stating that the truss calculations and details conform to the intent of the structural design. S11. Specify slope of all roofs, and detail how Parapets are to be constructed and show connection of roof. Show method of providing lateral bracing for parapets. Macias SFD County of Butte - First Review Old Chico Way LP2A Job No.: 2030015-117 January 06, 2004 Page 6 S12. Provide detail showing that the exterior stucco: (1.) is 3 -coat, 7/8 inch minimum thick; (2) has two layers -of Grade D paper under stucco where occurs over plywood sheathing; and (3) has 26 ga: galvanized weep screed at foundation plate line at least 4" above grade (or 2 inches above concrete or paving) CBC 2506,2508 OR provide an I.C.B.O. evaluation report number for the proposed stucco system, and reference the report directly onto the plans. CBC 104.2.8 S13. Please provide calculations for balloon -framed wall studs, king studs and headers. The calculations must consider out -of -plane loading in combination with vertical axial loading, using the load combinations established by CBC 1612.3. Reference CBC Table 23 -IV -B, Footnote 1. If you should have any questions regarding the above plan review comments, please feel free to contact ,Robert T. Berna (Structural) or Curtis L. Johnson (Non-structural) at (916) 725-4200 between 8:00 A.M. to 5:00 P.M., M -F. [END] National Pollutant Discharge Elimination System (NPDES) Phase II .Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACREI Project Title: 23 1-�� 6 3 s&C; , F( By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1. acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: 2s NOV '0.3 fie Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO,'ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-2140 Facsimile www.buttecounty.net/dds ADMINISTRATION * BUILDING * PLANNING May 18, 2006 Richard Macias 224 Twin Peaks Blvd San Francisco, CA 94114 Re: Permit Number: 03-3628 APN: 039-410-071 Owner: Same Upon review of the above -referenced permit file by the County Building Official, it has been determined that a refund, cannot be processed for the following reason(s): ❑ Refunds can only be made upon written request by the person who paid the fees, whose name is on the receipt issued for the fees paid. ❑ The request is over two years from the date of the fee payments on this non -issued permit. ❑ The request is over two years from the date of permit issuance and construction work has been done. ❑ Filing fees and plan check fees for work plans checked are not refundable. The above determinations have been made in accordance with Butte County Code 3-41(t). You may view Butte County Code online at http://niunicipalcodes.lexisnexis.com/codesibutteco/. . ® Other reason: After review of your refund application and building permit application, it was determined that the fees paid were filing fees and plan check only fees. Filing fees are non-refundable and the plan check was performed, so there are no fees that are refundable to you. Should you have further questions about this matter, please contact this office between 8:00 am and 4:00 pm, Monday through Friday. Sincerely, C � Gwyn Benedict Office Specialist, Senior Administrative Division Inter-DepartmYenta-I" Memorandum FROM: � ���' _ ` �L" WC.-C�C� � G. � /�•-' � � /��"��c �' - SUBJECT: DATE: 8P os -Dias w AND WHEN RECORDED MAIL't'U; BUTTE COUNTY RMI DING DIVISION Recorded I REC FEE 13.00 7 COUNTY CYNUR DRIVE Official Records I oROVII.LE, rA 95965 County of I COPIES 3.00 But I' CANI)A 'E J. GRUBBS I County Clerk-Recorderl I BW 011:37AM 26 -Jul -2005 I Pane 1 of 3 II(I III III I IN I IN 11111111111111 A(:RICUL,TURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary ('arm operations. All tharreal property situate in the County of butte, State of California, described as ibllows; fWFTY AW 037 -,f (0 - 071 X73 P.00st1MI ON 'rft Nolz� SIPS of OBD cHYhco wAy(a PR�n rE� IN. 5Vf't� 65), 6FA.Ifc4c4NA A7 GI aL"D C+hco wf�j'. 5M /S77P Lr� 9S5qR-1P71otJ Date 2'� JuL ��✓� 13ROPERTY OWNERS: h ,�� � ♦ /GI/i�.r� 111f�Iil .i State of California ) County of isl�F40'- ) `�Nu✓aa✓T >�'/� 0n�71a*�y.2�� �Ga� � before mc, G personally appeared pe lQualt — Un a;Aii-4& +e (or proved to me on the basis of satisfactory evidence) to be the personf&}whose name(*) is/ave-subscribed to the within instrument and acknowledged to me that he/s a4hey executed the same in his/Iter• dmir authorized capac ty(i�and that by his/h v*r6r signaturcj�n the instrument, the persono)-or the entity upon behalf of which the persocted, executed the instrument. WITNESS my hand and official seal. GUNVANT PATEL Signaturc� c � Seal: 'Comm.81313560 N A. P, 9 c -d NotuRr PUBLIC •eo err t Countr of sen FMrW6c Frmcicce Mr Comm. 6pires Sen.t.2001 0T r`7C1.CnCr1 b!/25/20J5 17:02 5308930350 PAGE 01 Order Number: 0401-1978600 Page Number. 5 LEGAL DESCRIPTION Real Property in the unincorporated area of the County of Butte, State of California, described as follows: PARCEL I: BEING LOTS 7, 8 AND 9 AND A PORTION OF POLK STREET, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GLENDALE ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 45, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 SOUTH, A DISTANCE OF 176.00 FEET; THENCE EAST, A DISTANCE OF 245.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH, A DISTANCE OR 160.00 FEET; THENCE EAST, A DISTANCE OF 198.00 FEET; THENCE SOUTH, A DISTANCE OF 160.00 FEET; THENCE WEST, A DISTANCE OF 198 FEET TO THE TRUE POINT OF BEGINNING. SUBJECT TO THAT CERTAIN ROAD MAINTENANCE AGREEMENT RECORDED JUNE 24, 1998, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 98-26116. THIS DESCRIPTION IS PURSUANT TO A CERTIFICATE OF MERGER RECORDED MAY 20, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-18696. PARCEL 11: AN EASEMENT FOR ROAD AND UTILITY PURPOSES, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF THAT CERTAIN SUBDIVISION ENTITLED, "GLENDALE ADDITION TO CHICO N0, 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 45; THENCE ALONG THE WESTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 NORTH, A DISTANCE OF 206.00 FEET; THENCE EAST, A DISTANCE OF B38.00 FEET; THENCE NORTH, A DISTANCE OF 146.00 FEET TO THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE NORTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 EAST, A DISTANCE OF 38.80 FEET TO THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO N0, 1; THENCE ALONG THE EASTERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 SOUTH 40 DEG. 00' 56" EAST, A DISTANCE OF , 32.97 FEET; THENCE SOUTH, A DISTANCE OF 326.75 FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 60.00 FEET; THENCE NORTH, A DISTANCE OF 146.00 FEET; THENCE WEST, A DISTANCE OF 791.00 FEET; THENCE SOUTH, A DISTANCE OF 1.46.00 FEET TO THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1; THENCE ALONG THE SOUTHERLY LINE OF SAID GLENDALE ADDITION TO CHICO NO. 1 WEST, A DISTANCE OF 47.00 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III: Mid Valley Tide & Escrow Company 07/25/2005 17:02 5308930350 PAGE 02 Order Number: 0401-1976600 Page Number. 6 A NON-EXCLUSIVE EASEMENT TO BE USED IN COMMON WITH OTHERS FOR ROAD AND PUBLIC UTILITY PURPOSES, WITH THE RIGHT OF CONSTRUCTION, REPAIR AND MAINTENANCE OF SAID PURPOSES AND OTHER INCIDENTAL PURPOSES OVER THE SOUTHERLY 15 FEET OF LOT 6 AND THE NORTHERLY 45 FEET OF LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF STANLEY PARK", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 7, 1906, IN BOOK 6 OF MAPS, AT PAGE(S) 105. PARCEL IV: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS. AND PUBLIC UTILITY PURPOSES OVER THE WESTERLY 60 FEET OF THE FOLLOWING DESCRIBED LAND: ALL THAT PORTION OF LOT 10, LYING SOUTH OF A LINE DRAWN DUE WEST FROM THE NORTHERLY PORTION OF LOT 14 TO THE WEST LINE OF SAID LOT 10, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP SHOWING SUBDIVISIONS OF THE MCINTOSH TRACT, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 271 1900, IN BOOK 2 OF MAPS, AT PAGE(S) 164. EXCEPTING THEREFROM LOTS 1 THROUGH 28, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "GLENDALE.ADDITION TO CHICO NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON APRIL 11, 1907, IN BOOK 6 OF MAPS, AT PAGE(S) 45. APN:039-410-071-000 .. Mid valley Title & Escrow Company E.H. USE ONLY Plot Plan Attached Yr-r— Floo► Plan Atta'chheedp x Sent to B.D/- r TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance reAA0 L,� >/ ozd CLi60Y 39- 41zD -07/ Owner Location Ap# Plan Approved for: Sewage Disposal x Water Supply: Public x Private Well Clearance for-dwe#ifvg. Other S� 4one. Hold final for: Final clearance O.K. for: NOTE: GUc: er e.-y;L e /.Y.e 7i0 6e /oc..� SFS Environmental Health Specialist Date 8/96 AREA OF FIRST FLOOR a 128D SOLIARE FEET PERIMETER OF FIRST FLOOR a 188' GROUND AREA COVERAGE OF RESIDENCE -(1280/31752).0403 LOT 71 - GLENDALE ADDITION NO. 1 OLD CKCO WAY FIRST FLOOR PLAN 0 EmEmmmm :3 o w s rn $. n m 3� IF .: AREA OF FIRST FLOOR a 128D SOLIARE FEET PERIMETER OF FIRST FLOOR a 188' GROUND AREA COVERAGE OF RESIDENCE -(1280/31752).0403 LOT 71 - GLENDALE ADDITION NO. 1 OLD CKCO WAY FIRST FLOOR PLAN 0 EmEmmmm :3 CS) CS) STRUCTURAL CALCULATIONS LOT 71 - 59 Old Chico Way, Butte County CA Assessor's Parcel Number: 039-410-071 .5 9 September 2003, rev. 7 December 2004 RIPR® CONTENTS: APR 13 2005 HOUSE CALCULATIONS &Floor Framing Diagrams LALLDA� Gravity Lateral 4 Wind Force Distribution - Side/Side 5 SHR Walls - Side/Side 5 Anchor Bolt Size & Spacing 6 Strap Tie Capacities 7 Tie -Downs $ .CARPOST & OUTBUILDING CALCULATIONS Framing C-1 Lateral C-2 Appends 1 Floor Span Tables C-3 \ TJI Joist Section Properties C-4 Wolmanized Parallam - Design Properties C-5 Appends 2 House Truss Calculations T-1 v`\sn d .. te Pell JUN 3 0 2006 F l For: Richard Macias r BUTTE COUNTY 224 Twin Peaks Blvd. BUILDING DIVISION San Francisco, CA 94114 415 - 6641042 APPROVED i OUSE CALCULATIONS OT 71 - 59 Old Chico Way, Butte County CA Assessor's Parcel Number: 039-410-071 For: Richard Macias Fsheet 224 Twin Peaks Blvd. 1 San Francisco, CA 94114 luus 'T 1 J - VNY 1 V -►G ' 23� 10' U„ /' i e L 9977 i Q F 7 p,,P�,m (;�i c —R'jH1 Z, li L 0 Coi W i T! HOUSF, CALCULATIONS For: Richard Macias r —sh–ee—tj. 'LOT 71 - 59 Old Chico Way, Butte County CA 224 Twin Peaks Blvd. Assessor's Parcel {Number: 039-410-071 San Francisco, CA 94114 y sepiemoer zuua GRAVITY r�o0F LoP,05 •t 1 U - vv -t 1 vrc FLOOR L. CA 0.5 GFCfc LOADS RAOFlNG .PS r T'G Jo►s-T . — 3 J01ST GE1LIn1G = CEILI�J�. -= = IN;ucATIa+J - P�RTI7'IoN— Io GAt/RD"RAIL —. 3 IS LL = c0 4 0 G,0 DL + LL = E S 5 a 71 BGAv, OL 6EAm ,o 73 GARAGE. 60,l DS (3'5 X 150) SH T'G — 3 Jo - _' _ c i�L aLL = 81=gM: LOAD = 103 cr,.o W,'{CtL RSf�GTfOrll = Zpoo lbs Ap4 C' S' vCA Ibo7A 313: WALL ' L-oADS LIGHT 5 pj-F . FOR. HEAVi — IQ (F04 FoVNWFIQ-�j EOE LOAOWG) f.�MBER. GRADE .= DOV.G. FfR — LAACLI Rua F ! � ; a 4 t,� :fes. < p ► T-( Ic F0, RaaF PITCH •> 1-2 :l2' a r HOUSE CALCULATIONS LOT 71 - 59 Old Chico Way, Butte County CA Assesso.'s Parcel Number: 039-410-071 9 September 2003 ij For: Richard Macias sheet 224 Twin Peaks Blvd. 3 San Francisco, CA 94114 415 - (0041 U4L t✓ni �a =�. r.�F��. t2 �a'F LIC $ 14't _ .< x /-Z , _ 4 J'., U r r L / .- _ ! U - "r� , L r'' �- .: is � 1 G � :l'- k �i �: r G =i i� U r'%",� •`v'P'i .' �t= r'>;; -_-�- i 3 �� Z 4 r r r r HOUSE CALCULATIONS LOT 71 = 59 Old Chico Way, Butte County CA Assessor's Parcel Number: 039-410-071 9 September 2003 ILATERAL For: Richard Macias sheet 224 Twin Peaks Blvd. San Francisco, CA 94114 •+ 10 - vv+ 1 v1r4 Fz� ROOF 3�2, c 2&jD c /�ooF — 2/�' -� ,� l I tj 14 5� yM LL 0 rrr 5 • c� W/A1Q FOkjf PV LJ � �y I � 1, x � ✓ i r .� w= wZ LEv i � x F WH► -j- U'l- �% hx Y -- W6 W617 R°oF y'J ��I L'� ;1; ��z�/�: Q4 f1 � 111 ,,a,; () .,P2 2!/I ,� :. ; I j I V),0 F4 id LL592o��A W/A1Q FOkjf PV LJ � �y I � 1, x � ✓ i r .� HOUSE CALCULATIONS 'LOT 71 - 59 Old Chico Way, Butte County CA Assessor's Parcel Number: 039410-071 %to bepiemDer zuuj For: Richard Macias sheet 224 Twin Peaks Blvd. San Francisco, CA 94114 4l a - 00141 u4z If �e 414FI/ Avv - 4 ii ri 4 0 01 1 0 I _J 7 F—co 7 (G) A 'A F U1 —z 7 If �e 414FI/ Avv - 4 ii 0 7 J 0 725 f 0 0 0 380 DOUSE CALCULATIONS SLOT 71 - 59 Old Chico Way, Butte County CA Assessor's Parcel Number: 039-410-071 zuuJ HOR BOLT SIZE & SPACING For: Richard Macias sheet 224 Twin Peaks Blvd. 6 San Francisco, CA 94114 4 1;) - 004 I V4Z iVIA-" FOR Ja)tiD L`� ~•clS��gB G oE516N Sri?, -vJ�� rc +i. x la�07� x �r 3 'L'Vf� ! 0.1< /7 Q � ���l: Sl'iR �? 8 � �j /] •g. C9/1��. _ l c y p % Q �{ -te r S-rP�/ x J�IJ•.�.� 43 J J Qrl . S tiR, i�1A`i_ DSS G1U SN� = ar 9D SNR wAy! /� 64-0 P,� r �, .>�. �'��• Zr x ' G� _ � 5� � � �-° a c• ; . SNS wAI- D 9s1G,-I s KR � ^ r I3,�, i'ri � �- = �� x 1r5 x (OSfl _ 5C0 75.70 3 1.3 x ;.75 SHR wAt,t. 3 caPAc rr7 AGr��D S, u -r 111 1 �$0 rr 3v d4C ,r (.4O T ROUSE, CALCULATIONS LOT 71 - 59 Old Chico Way, Butte County CA Assessor's Parcel Number: 039-410-071 beptemoer zuus STRAP TIE CAPACITIES P NA1 C.S STUD �� S(�yP>ctiv S TJLiP "17 � rz1Z.0 For: Richard Macias sheet 224 Twin Peaks Blvd. 7 San Francisco, CA 94114 Y Ij- VVY IVYL STv� rel 15 coxltJ;=cic✓ j o 5i u0 1861 `oNy (S (N sr tV SI vU ]}{C STVOS I 2 �iP471-7 i 3C ht , 1' l� t;i� T - oft'. I UP I !T �_ J sTbZa 4-°5 M S Si.�Z��o ;� q Stip ! .2.G3 ,, a.(13 = to !o 1Z37 HOUSE CALCULATIONS LOT 71 - 59 Old Chico Way, Butte County CA Assessor's Parcel Number: 039-410-071 v beaiemoer Luus For: Richard Macias sheet 224 Twin Peaks Blvd. San Francisco, CA 94114 •+ 1 Q - vv°+ i u■+c LIV Q I 12' �7 ! 12� nwZ I-lD•I/S_ N c ;fir i 1l,N ` ' I 3 � I`v J V 171 0 2r Rwu" 4 1w4-2' CARPORT & OUTBUILDING CALCS For: Richard Macias sheet ^LOT 71 - 59 Old Chico Way, Butte County CA 224 Twin Peaks Blvd. Assessor's Parcel Number: 039-410-071 San Francisco, CA 94114 :8 December 2004 415 - 6641042 R— SPAN — 2 0 kaoF LA MWG r x � 38 mom 38 x 8 = X920 (,6�x 52 —59-81 5N(1 = 38 X J =3q-2 _,_ 1125 5PA N` - C�' E.T / X (20'x / Z)/ I R6P`o 3��j /Z =/37 x 10 X I Z�Z µo e µ°72 X to ''—T�//S o x f r�" Az'rvAi� k0oF IUSi% j2 TJ ZIG C- fr- R — Za' ti!: 2 x ZS = 256 Mona = 256 2 SNQ Z5i,X 2 23oH'�E195 Z`0 g x22-(ZOx x106 =(03/<, 2a'x►2/z )/�gWOWNFP4AEj�A]/�X ,� CARPORT .& OUTBUILDING CALCS For: Richard Macias sheet LOT 71 - 59 Old Chico Way, Butte County CA 224 Twin Peaks Blvd. Assessor's Parcel Number: 039-410-071 San Francisco, CA 94114 9 December 2004 415 - 6641042 LATERAL F�0 0` > PGOF — 20"x i. -0f x (5 = 12000 FA r W i< �ex 20Z�16 12I6 0- - 2g40 �� I 561sM(e- 1-0 = 0, 632 4- x 2x2 -Z Zo� 4]Psf_ 1.5' ov'f- F(��SE 9L'106 cARPORT , 50 P, 1.✓n S RwZ /5' S9�1' (q-0 >z w3 /I9 156 a 290 26 0 �91W 1 OWN w= I5� Z9�0 w -75 TV-O+U 40Z = 2? 7S 94' USS A0 - 2 -Am 2=2X4' 69�- • RR w? 5 2970 1e -ON . I_MIk6 q-65 558 75 Hfi 6A dM 2 -2- x 4- 5158 Roof �� wP•�.� OL R w 3 Rw� �%"'' 2 0' vv � x l 5+ 15 x5 22-S z9�o w�L25 NQ TIE—Oh1S R�4'd ,r 4 Floor Span Tables Trus Joist TJl® Joist Specifier's Guide 2026 • February 2004 Not all products are available in all 1 L/480 Live Load Deflection markets. Contact your Trus Joist representative for Information. 40 PSF'Ln►e Coed>Jf 10 PSF Oead. Load 40 PSf.11ve Load 20 PSF Dead Load k'f..__...._�.a�nrti .. .. �.. ,.._.eu._t_A: _..ten n•- .,n�u.,, .. �I ice- 13/4 7T9 9'/z" s/a 1171x° W' TJI®110 joists 14" ' 16" TO 210 joists . r 25A6" 117/e' 14„ 16" TO 360 joists r3W 13/ 7A6„ 14.. 16" TJI® 560 joists N0 ( X r r man I ivA Lnad Deflection (Minimum Criteria per Code) . Long term defiktion under dead load, which includes the effect of creep, has not been wnslberea. &Tara BUNG spans renecr nnum dead load deflection exceeding 0.33' (1) Web stiffeners are required at intermediate supports of continuous span joists when the intermediate bearing length is less than 5�/0' and the span on either side of the intermediate bearing is greater than the following spans: How to Use These Tables. 1. Determine the appropriate live load deflection criteria. 2. Identify the live and dead load condition. 3. Select on -center spacing. 4. Scan down the column until you meet or, exceed the span of your application. 5. Select TJI® joist and depth. General Notes • Tables are based on: — Uniform loads. — More restrictive of simple or continuous span. —Clear distance between supports (1V4' minimum end bearing). • Assumed composite action with a single layer of 24' on -center span -rated, glue -nailed floor panels for deflection only. Spans shall be reduced ti when floor panels are nailed only. • Spans generated from Trus Joist software may exceed the spans shown in these tables because software reflects actual design conditions. • For loading conditions not shown, refer to software or to load tables on page 15. Til Joist Section Properties/OSB Web Material (2) for possible increases in shear capability refer to NER 200. (3) For deflection ca.culation only. P� AsT s ���.� �s GU®sem AA -C& 9.3 ,e F1350 12 5270 6065 6585 1925 2215 2405 385 434 472 14 "' -`63801'U---- r` ,'4A 7340 PMi ;'M— 7975 v�+?'3 R 2125 ..2445' 1!�"i 2655' 7,,. 5501 d f615P, p i.2i � 667'.° 311850; 16 7490 8615 9360 2330 2680 2910 745 828 895 ' J _ x:18.:'�'. ;8605., '�' i.ii; ,9900:4 3 ::10755 ;�." . 2535 �s> tom?"; 2915 _ ,s 3170 r ' , -970.•" 1075 Pt ;' 1158 ;'LTi„ 20 9725 11185 12155 2740 3150 3425 1230 1358 1460 22 • ;-' ' 10845 ?-"_° -,'t--,12475-,NR! w�1.3555 tsrfz` tt 2935 Z -D 5 3375 `T>"• '_ 3670 ' - :a 1524`�� A- .1678 WA =1801'W. s1801 '3 = ; JIJ3_ x, 24 11965 13760 14955 3060 3520 38251850 2031 2177 11350 j i:26 ' - :. 1-'. 13085 ,. z ,15050 ff,* , ` A 6355 Q 1ti,12900 b, ,, �' ti t 3335 *5 ; 3625 i�;A,' VlPr.-',2115 2,� "is,,,12318 r 1 2481 ±a 28 14205 16340 17755 2900 3335 3625 2615 2861 3057 `0 ' ,,".'30f';::: 15330;? fc 17630U tV:$j�19160zlftl-2900W,.'.' 3335a 1;u"3625� 3055; t x;3336% j;,,j 3562';. �p550. 12 8180 9410 10225 1925 2215 2405 597652 696 UC -,12380 y .T r . __.. 1, . _ t�; $nt�21253�'>� 5r;,t:2445't: ,r.•c'i2655:, #W986'"•�'+�' J►1550„ 16 11640 13390 14550 2330 2680 2910 1161 1255 1332 df f0 '1+18:`IV _ ,:13375,: yi 0A 15385 r `�16715� ?535-4 42915n� ;13170' 519; '';x. , _ _,.. K Tz* S �1 i'►1637�1732x U55fl. 20 15120 17390 18900 2740 3150 3425 1931 2076 2192 22 : 390:i6e ,f�; 2711t572a - 24 18610 21405 23260 3060 3520 3825 2919 3126 3290 0130 . - ;2"11650 "?s?,]2660"e, a 1925 2215 a 2405n_ �p� 212 , _x_ " - ( 716 M773. V.;�819 ri WrW 14 . 12265 14105 15330 2125 2445 2655 1025 1102 1162 �§a 16[;A .:32144101,1,6575grtP,13010V233U2680,' +2910s 11393Mf-`M,1492WW157fk 18 16560 19045 20700 2535 2915 3170 1823 1947 2045 $rTJ E `}x'20 "sem #-4`}w18720 +r ",21530 w = 234Wg� _ . 2740„ 3150 $ ;3425 ` 231705�V 1 2468 F $` � 2590 ?x' U5 ., 22 20875 24010 26090 2935 3375 3670 2876 3057 3204 ..l1.:.. .,.� 23040 :: r i ". a N :. 382 x24 3; Y' 26500 e r 2 8800 k3060:1 t 3520 5`1 :S35a3 'IWWt32V 1.0t, 3892 (2) for possible increases in shear capability refer to NER 200. (3) For deflection ca.culation only. P� AsT s ���.� �s GU®sem AA -C& 9.3 - - Wolmanized® Parallam® PSL Headers and Beams k Allowable Design Stresses • i'6•' #�18 (100% Load Duration) MAU. 49110 ..s `. service Service Service 25,670 9,665 1,201 26.6 Level 1 Level 2 level 3 8,225 Shear modulus of elasticity G 103,750 psi 91,150 psi 83,750 psi 17,110 Modulus of elasticity E = 1.66 x 106 psi 1.46 x 106 psi 1.34 x 106 psi f flexural stress Fb = 2,117 psis) 1,827 psi(l) 1,624 psi(h) 5,175 Compression perpendicular to grain Fa = 533 psi(z) 368 OR) 263 psi(2) Y 8,280 :Moienfllfingtia ii%4) 231 Compression parallel to grain Fcil = 2,030 psi 1,508 psi 1,189 psi 488 Horizontal shear parallel to grain F. = 241 psi 197 psi - 171 psi 1,701 Creep factor . C, = 1.2 1.6 1.85 (1) For 12' depth. For others, multiply by d �o.sss n`G ` (2) F, shall not be increased for duration of load. The following formula approximates creep deflection (Ace) in inches for WolmanaedO Parallam® PSL Acca = IAoL + Ass. (F - 1.0)) ICaa - 1.0) Total load deflection (AR) = ALL+ Am + Am F = 1.2 for floors; 1.3 for roofs Allowable Design Properties (100% Load Duration/Service Level 2) 31A" Wolmanized® Parallam® PSL 51/4" Wolmanized® Parallam® PSL �A+l ' �91:,',�' ;kH' �7;.t�ls' 4` • i'6•' #�18 _ --- _" MAU. 49110 4"1a 16,980 7,765 623 21.4 18,810 8,195 733 22.6 25,670 9,665 1,201 26.6 33,030 11,045 1,792 305 7,820 8,225 1120 12,540 17,110 22,020 27,510 hai(is) 4,255 4,370 5,175 5,465 6,440 7,360 8,280 :Moienfllfingtia ii%4) 231 250 415 488 800 1,195 1,701 11.7 12.1 143 15.1 17.8 203 22.8 51/4" Wolmanized® Parallam® PSL General Assumptions for Wolmanized® Parallam® PSL • Treated for ground contact as well as aboveground uses. • Lateral support required at bearing and at 24' on -center maximum. • Nominal connection design values for Service Levels 1 and 2 shall be multiplied by 0.7 for lateral and 025 for withdrawal. Contact Trus Joist for Service Level 3 connections. Corrosion -resistant fasteners are required for wet -service applications. • Surface checking is an inherent characteristic of Wolmanized® Parallame PSL and is common to all wood products; these design values take it into consideration. Seepage 17 for multiple -member beam connections. t4i0LMANIZED �A+l ' �91:,',�' ;kH' �7;.t�ls' 4` • i'6•' #�18 _ --- _" 11,735 6,385 346 17.6 12,340 6,555 375 18.1 16,980 7,765 623 21.4 18,810 8,195 733 22.6 25,670 9,665 1,201 26.6 33,030 11,045 1,792 305 41,265 12,425 2,552 343 Nsi) MoeaenlMF3; &4 General Assumptions for Wolmanized® Parallam® PSL • Treated for ground contact as well as aboveground uses. • Lateral support required at bearing and at 24' on -center maximum. • Nominal connection design values for Service Levels 1 and 2 shall be multiplied by 0.7 for lateral and 025 for withdrawal. Contact Trus Joist for Service Level 3 connections. Corrosion -resistant fasteners are required for wet -service applications. • Surface checking is an inherent characteristic of Wolmanized® Parallame PSL and is common to all wood products; these design values take it into consideration. Seepage 17 for multiple -member beam connections. t4i0LMANIZED LONGFELLow LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: Richard Macias Address: AP#: G20E (Rev. 3/03) Old Chico Wav .0M Chico '%0 or Job No: Macias Residence ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Su' Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTIO Timber Products Inspection, -Ir= P.O. Box 20455 Portland, OR 97220 (503) 254-0204 CY M MiTek May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico; CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, enc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 6761909 TELEPHONE (916) 6761900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These riles only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For corrunercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call me at 1-800-772-5351. Sincereby, QROfESSfp� ��VONG yG F2�/ 2� Redong Director Western RY/ek BUTTE COUNTY BUILDING DIVISION APPROVED MiTek`... MiTek Industries, Inc. 818 Soundside Rd Edenton, NC 27932 Telephone 252/482-7000 Fax 252/482-7115 Re: maci1030 The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by Longfellow Lumber. Pages or sheets covered by this seal: R10536689 thru R10536689 My license renewal date for the state of California is September 30, 2004. October 31,2003 i' APPROVED Yu, Ray The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI-1995 Sec. 2. W (9) w C7 �? O O Z LA ii O A Longfellow Lumber Co. 89 Loren Ave. Macias, Richard Macias Residence Chico Ca. 95928 Address: Macias Residence Old Chico Way Job: Chico mad1030 Telephone: (530) 893-0112 CA Fax: (530) 893-0140 Telephone: Scale: 1: 6 96 Date: 10 0/03 Drawn By: GDA Job Truss pe Qty Ply DEFL in (loc) I/defl PLATES GRIP [FRO:FTYF 20.0 Plates Increase 810536689 MAC11030 Al USS 29 1 [(optional) Lumber Increase 1.25 BC 0.62 Vert(TL) -0.25 9 >999 7.10-7 7-10.7 6.7-0 w1 0-v —01;: I zvw rage t 6.10-e Ss 2.54 12 1.5x4cilie = 1:38.8 5 1.5x4 II 3x4 - 3x4 - 3x4 - 0141 7.10-7 14 -s0 - I I z1 -a-0 0-4-0 7.6-7 6-7-0 6-10-e LOADING (psf) SPACING 2-0.0 CSI DEFL in (loc) I/defl PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.75 Vert(LL) 0.14 9 >999 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.62 Vert(TL) -0.25 9 >999 BCLL 0.0 Rep Stress Incr YES WB 0.89 Horz(TL) 0.05 6 n/a BCOL 7.0 Code UBC97/ANSI95 1st LC LL Min I/defl = 240 Weight: 88 Ib LUMBER BRACING TOP CHORD 2 X 4 OF No. 1-G TOP CHORD Sheathed or 3-2-15 oc purlins, except end verticals. BOT CHORD 2 X 4 DF No.1-G BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. WEBS 2 X 4 OF Std -G WEBS 1 Row at midpt 4-6 REACTIONS (Ib/size) 6=775/0.5.8, 1 =775/0-5-8 Max Horz 1 = 158(load case 41 Max Uplift 6=-69(load case 3), 1=-70(load case 3) FORCES Iib) - First Load Case Only TOP CHORD 1-2=-2283, 2-3=-1175, 3-4=-1175, 4-5=0, 5-6=-202 BOT CHORD 1-9 = 2229, 8-9 = 2229, 7-8 = 2229, 6-7 =1 149 WEBS 2-9=100, 2-7=-1115, 4-7=370, 4-6=-1264 NOTES 11 This truss has been designed for the wind loads generated by 80 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 45 It by 24 It with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 3) A plate rating reduction of 20% has been applied for the green lumber members. 4) This truss has been designed with ANSI/TPI 1-1995 criteria. LOAD CASE(S) Standard BUTTE BUILDING '• • APPROVED October 31,2003 p ..aroma - "eea,an Paramocera and HEAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111.7473 BEFORE USE Design valid for use only with MITek connectors. This design is based only upon parameters shown, and Is for an Individual building component to be Installed and loaded vertically. Applicability of design paramenlers and proper incorporation of component Is responsibility of building designer - not truss I designer. Bracing shown Is for lateral suppon of Individual web members only. Additional temporary bracing to Insure stability during construction Is the responsibillity of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing, consult OST -88 Quality Standard; OSB -89 Bracing Specification, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Damage or Personal Injury l 3/4' 'Center plate on joint unless dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and building designer, erection supervisor, property securely seat. owner and all other interested parties. J2 J3 J4 2. Cut members to bear tightly against each �B TOP CHORDS other. C2 C3 e p co JS �� 3 3 3 O 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane at joint locations. U U 4. Unless otherwise noted, locate chord splices/4 ay U at 'panel length (± 6" from adjacent joint.) • For 4 x 2 orientation, locate ca ci cc O BOTTOM CHORDS 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. plates 1/8" from outside edge J1 J8 J7 J6 of truss and vertical web. 6. Unless expressly noted, this design is not applicable for use with fire retardant or preservative treated lumber. *This symbol indicates the required direction of slots in JOINTS AND CHORDS ARE NUMBERED CLOCKWISE 7. Camber is a non-structural consideration and connector plates. AROUND THE TRUSS STARTING AT THE LOWEST JOINT is the responsibility of truss fabricator. General FARTHEST TO THE LEFT. practice is to comber for dead load deflection. WEBS ARE NUMBERED FROM LEFT TO RIGHT 8. Plate type, size and location dimensions PLATE SIZE' shown indicate minimum plating requirements. l� �a 4 4 The first dimension is the width 9. Lumber shall be of the species and size, and x perpendicular to slots. Second in all respects, equal to or better than the a dimension is the length parallel CONNECTOR PLATE CODE APPROVALS grade specified. s � to slots. BOCA 96-31, 96-67 10. Top chords must be sheathed or purlins ICBO 3907, 4922 provided at spacing shown on design. MATERAL BRACING 11. Bottom chords require lateral bracing at 10 SBCCI 9667,9432A0 ft. spacing, or less, if no ceiling is installed, Indicates location of required WISC/DILHR 960022-W, 970036-N unless otherwise noted. continuous lateral bracing. NER 561 12. Anchorage and / or load transferring connections to trusses are the responsibility of Z others unless shown. 13. Do not overload roof or floor trusses with stacks of construction materials. BEARING Indicates location of joints at which bearings (supports) occur. IN 19 14. Do not cut or alter truss member or plate without prior approval of a professional engineer. Talo 15. Care should be exercised in handling, erection and installation of trusses. MiTek Engineering Reference Sheet: MII-7473 © 1993 MiTekO Holdings, Inc. . ---- - __ . --......----..._.. PAGE I OF UTEaAL ..UA(E c� il__.. I S .VAUE PLAciuG c0N T . N(LA«S AT V2 011- AT i/, T9-U!:4F5 (g 2.4" I0j,®12110G, RAGE WITS ' AILS ("R b�� NoT� =.Y2 �O1 s 13 a�LT lop Q b", 0. &.1 TYP., 274 I�RAGt- �,7 FcrLAu14y � OP, Y� RAGE HUST �,E D0 % THE LENGTH OF T�4 TWE7 DETAIL 15 TO USEn A5 AN ALT. %OR ONE- CONTINUOUS LATERAL RAGE. L./kT�R.Fc� J�7Rt�G� TRU5rE5 (3 - NOTE: 2X3, 2X4, OR 1X4 GRADED LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-101) PER WEB (TYP). MAR. Z 7 -2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)* RESTRAINT RE0.UIREn AT EAG, E:Nt2 OF ANt2 AT INTE-EZ�lALS. REFEiR TO SUHHARY SfiE:E:T FOR REGOHHE HVATIONE �•�� OF TIE TRU55 ELATE INSTU'fE: j�E5TR4I MA`( OF- Y1Mp 1�,Y7E MI Pc L 1�7�/rr APH r�R �-M.oK -71 EZEV a a319` 1�11Tr� = MITE 'S 71HE ?►I� 2y3 612 2)(4 A,D i-iErV,SK EM BUTTE C&MY im, 1%z4n, z . 1�1LD14�G DI�� APPROVED IA CONT BRACE AT BRACE MEMBER5 L.ONSER THAN 12' ATTACH AT MIDPOINT OF BRACE NU 2-6d NAILS GABLE END STUD 2x4 HF 5TRONSBACK MAIL TO LEDSER W/ IOd 0 12" OL) — 2x4 HF LEXER (NAIL TO VERTICAL NU IOd NAILS) s { o ---A35 BRACE TO FLAT r\—H-3 AT 48' O.C. Q NOTE: THIS DETAIL MAY BE USED FOR TRU55M WITH PITCHED BL. ALSO. (0) OPi'60N TO WEB PLATIN6. USE (3) - 2' WIRE 5TAPLE5 (OAl2 DIAJI5 &A) TOEHAILED PM CHORD INTO WEB t THRU NEB INTO CHORD ON ONE FACE FOR A TOTAL OF b STAPLES. (PI). (51) 4 N MU5T BE PLATED. c0 18693 RBI.10 e r-- .4X'+ DLUIUK 3.100 NAILS EACH END 6-10d COMMON 2xb DIA60NAL NAILS BRACE o 48' OL. Q MAX UNBRACED LENGTH OF &ABLE END STUD. (2x4 FIR-LARL44) - 5TANDARD = V -II' - 01 AND BTR - TKWE5—� { V LL 7V.V BUTTE COUNTY � 0 15A PSF 125F NOTE{ &ABLE END M164 BASF BG LL 0.0 FSF ON l5 MPH MIND, EXPO, 1pp r'IC�,D,NG ®IVISI0MT.LLD. 500 P5F AT 0-25 FEET MEAN HE16NT. APPROVED AC. 1.15 TYPE OF JOB DETAIL JOB NAME LoNemLoH LUMBER CITY, 5TATE CHI CO, CALIFORNIA Date: 10-18-02 Drawn: AK Job no,: 02-116 Gary Hawkins ARCHITECT (530) 892.270C 1370 RIDGEW00D DR.,'STE.1 O FAx:(530)8934532 CHILD, CA 95973 garya{rhmsbcglobalne This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating prac- tices or indicates unsafe conditions that could result in personal injuryor damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilityofthe installer(builder, building contractorlicensed contractor, erector or erection contractor) to properly receive, unload, store handle install and brace metal plate connected wood trusses to protect life and property The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superiorto the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses fora particular roof orfloor. These recommendations are based upon the collective experience of leading technical personnel in the wood truss CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is ad- Avised to obtain and read the entire booklet "Com- mentary and Recommendations for Handling, In- stalling & Bracing Metal Plate Connected Wood Trusses, HIB -91" from the Truss Plate Institute. DANGER: A DANGER designates a condition J Awhere failure to follow instructions or heed warn- . ingwill most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. A094 @ TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608) 833-5900 • www.tpinst.org industry, but must, due tothe nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored hZrizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. WARNING: Do not break banding until installation begins. Care should beexercised in banding remov- al to avoid shifting of individual trusses. J'AWARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. O CAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. [A::DANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. DANGER: Walking on trusses which are lying flat A is extremely dangerous and should be strictly Jprohibited. Frame 1 MONO TRUSS TOP CHORD TEMPORARY BRACING D/50 D(ft) 12" SPAN TOP CHORD MINIMUM LATERALBRACE PITCH SPACING(LBS) TOPCHORD DIAGONALBRACE SPACING(DBS) [#trusses] SPIDIF I SPF/HF Up to 24' 3/12 8'1 17 1 12 Over 24'- 42' 3/12 T 1 10 6 Over 42'- 54' 3/12 6' 1 6 1 4 Over 54' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotos ofa properlybraced roof system at www.tpinst.orgunder the "Publications" link. PLUMB 2Q or/@SS 450 12 3 or greate B' � t9• All lateral braces lapped at least 2 trusses. Continuous Ton r:hnrri Lateral Brace Required a WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. I I I Truss Depth D(in) I i Lesser of D/50 or 2" Maximum ± Plumb Misplacement Line INSTALLATION TOLERANCES D(in) D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 314" 3' 48" 1 1" 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1 4" 7' 96" 2" 8' 108" 2" 9' OUT -OF -PLUMB INSTALLATION TOLERANCES 10" or G re Attachm Required Length L (in) .............. t ,/a Lesser of U200 or 2" BOW L (in) L (in) ........:::::::::::::::::::::........ t'/a t Lesser of U200 or 2" L(in) U200 L(ft) 50" 1/4- 4.2- 100" 1-1/4" 20.8' 150" 3/4" 12.5' L(in) U200 L(ft) 200" 1" 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES DANGER: Under no circumstances should WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. " Frame 6 �A WARNING: Do not attach cables, chains, or hooks to the web members. Approximately Approh xi ell / 1/2 truss length 1/2 truss length Tag Truss spans less than 30' Line Spreader Bar, Toe In Spreader Bar Toe In Toe In Approximately 1/2 to 2/3 truss length Less than or equal to 60' Toe In 1/2 to 2/3 truss length Less than or equal to 60' a I (- [A WARNING: Do not lift single trusses with spans greater than 30' by the peak. MECHANICAL INSTALLATION Tag Lifting devices should be connected to Line the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo - Tag rary bracing is installed. Line Tag Line Strongback/ Spreader Bar 2/3 to 3/4 truss length 60' 10' Strongback/ 10' 10' Spreader Bar At or above mid -he! 1. Approximately 2/3 to 3/4 truss length Tag Tag Greater than 60' Line Line CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult registered professional engineer if different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. GROUND BRACING: BUILDING INTERIOR 1` truss of bra group of truss End brace (EB) Frame 2 GROUND BRACING: BUILDING EXTERIOR -1 Typical vertical attachment as of braced of trusses 2x4/2x6 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING SPAN MINIMUM DEPTH TOPCHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [#trusses] SPIDF I SPFlHF Up to 32' 30" 8' 16 1 10 Over 32'- 48' 42" 6' 1 6 1 4 Over 48'- 60' 48" 5' 1 4 1 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 8 s The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral braces lapped at least twotrusses. Top chords that are laterally braced can buckle Continuous together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed Top Chord to the underside of the top chord when purlins Lateral Brace are attached to the topside of the top chord. Required View photos ofa properlybraced roofsystem at www.toinst org under the "Publications" link. 10.1 End diagonals are essential for stability and must be duplicated on both ends of the truss system. =45° Attachmer Required' '20,(Des) 10 Trtlsses sppMF ? o'c• WARNINGA: Failuretofollowtheserecommendationscouldresultin severe personal injury or damage to trusses or buildings. 4x2 PARALLEL CHORD TRUSS TOP CHORD TEMPORARY BRACING Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Viewphotos ofa properlybracedroofsystemat www.tpinst.org under the "Publications" link. r 0. g�j�IS rriJs8es All lateral braces lapped at least - twotrusses. =45° End diagonals are essential for stability and must be duplicated on both ends of the truss system. Frame 5 o�eSP t 9`Z Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required 30" or greater Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 0 12 ��,) — � 4 or greater ,PITCHED TRUSS TOP CHORD TEMPORARY BRACING Top chordsthatare laterally braced can buckle together and cause collapse if there is no diago- SPAN MINIMUM PITCH TOP CHORD LATERALBRACE SPACING(LB) TOPCHORD r DIAGONALBRACE� SPACING(DB) #trusses SP/DF SPF/HF Up to 32' 4/12 18' 20�t4 Over 32'- 48' 4/12 6' 10 Over 48'- 60' 4/12 5' 6 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 Continuous Top Chord Lateral Brace trusses. Required 10" or Greater Attachm Requirec 92 ottess Top chordsthatare laterally braced can buckle together and cause collapse if there is no diago- TOPCHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [# trusses] nal bracing. Diagonal bracing should be nailed Up to 28' 2.5 to the underside of the top chord when purlins 17 12 Over 28'- 42' are attached to the topside of the top chord. 6' 9 6 View photos ofa properly braced roofsystem at 3.0 1 5' www.tpinstorgunder the "Publications" link. Over 60' WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. 9 I0%,11000r1a 1 MUZ10 1 Vr 1L rlUKU 1 tivlrVFfAKY UKAIANU SPAN MINIMUM PITCH DIFFERENCE TOPCHORD LATERALBRACE SPACING(LBJ TOPCHORD DIAGONALBRACE SPACING(DBJ [# trusses] SP/DF I SPF/HF Up to 28' 2.5 1 7' 17 12 Over 28'- 42' 3.0 6' 9 6 Over 42'- 60' 3.0 1 5' 5 3 Over 60' See a registered professional engineer Note: Bottom chord & web member temporary bracing also required - refer to Frame 4. DF = Douglas Fir -Larch SP = Southern Pine HF = Hem -Fir SPF = Spruce -Pine -Fir Continuous Tnnrhnrd Lateral Brac Required 10"orGi Attachment / Required Top chords that are laterally braced can buckle together and cause collapse if there is no diago- gal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. View photos ofa properlybraced roofsystem at www.tpinstorg under the "Publications" link. All lateral braces lapped at least 2 trusses. Less Frame 3 '45o 12 5 F— A\O0� ti OG. 4�Jyy5Q��� r; 71 12 � 4 or greater =45' Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. BOTTOM CHORD TEMPORARY BRACING. SPAN BOTTOM CHORD MINIMUM LATERALBRACE PITCH SPACING (LB) BOTTOM CHORD DIAGONAL BRACE SPACING(DBs) [#trusses] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 1 15' 10 7 Over 48'- 60' 4/12 1 15' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. ,.%V BOTTOM CHORD PLANE WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. - A `sse s Permanent?, continuous lateral bracing as specified by the truss engineering. Frame 4 Temporary cross bracing at each end of the building and repeated at 20' intervals. =450 � , a PA WEB MEMBER PLANE V 0' o Title,24 EnergyCaIcs by Dan Grohmann dannygrohmann@aol.com 334 Bowdoin St. San Francisco, CA 94134 FAX (415) 239-1683 Phone (415) 239-7214 Macias Residence Old Chico Way Butte County January 21, 2004 OWNER/BUILDER: 'Richard Macias (415) 664-1042 TABLE OF% CONTENTS a APR 13 2005 Page: L I Table of Contents 2 Energy Compliance Requirements Summary Micropass V6.01 Computer Runs Four pages Form CF -1R Certificate of Compliance -signatures Three pages Form MF -1 Mandatory Measures Checklist Four pages Form C -2R Computer Program Output Three pages Form 3R - Construction Assembly Fivea es HVAC Sizing BUTTE COUNTY P g g BUILDING DIVISION APPROVED _ Page: 1 c Title 24 Energy Calcs BY DAN GROHMANN, ARCHITECT, ENERGY AUDITOR (415) 239-7214 Macias Residence Old Chico Way Butte County January 21, 2004 OWNER/BUILDER: Richard Macias (415) 664-1042 ,.I ENERGY COMPLIANCE SUMMARY PROJECT DESCRIPTION 2,524 s.f Conditioned area GLAZING REQUIREMENTS New Windows to be Vinyl or Wood Framed Double Pane Glass COMPLIANCE METHOD C. CERTIFIED COMPUTER METHOD Micropass V6.01 NEW CONSTRUCTION INSULATION A. Exterior Walls R 13 Fiberglass Batts or equal B. Roof R 30 Fiberglass Batts or equal C. Floor R 19 Fiberglass Batts or equal SPACE CONDITIONING SYSTEM Lennox Elite 80M Propane Furnace Model No. 4X-75 75,000 Btu/Hr. Input 61,700 Btu/Hr. Output WATER HEATING SYSTEM Propane fired tankless 11 Page: 2 ©,Title 24 Energy Calfs BY DAN GROHMANN, ARCHITECT, ENERGY AUDITOR (415) 239-7214 11 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 Project Address........ 59 Old Chico Way ******* Butte County, CA *v6.01* Documentation Author... Dan Grohmann ******* i Building Permit # Dan Grohmann 334 Bowdoin Street Plan Check / Date San Francisco, CA 94134 415-239-7214 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM CF -1R User#-MP2138 User -Dan Grohmann Run -Residence Component Type Floor Wall Roof GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2524 sf Single Family Detached New Front Facing 180 deg (S) 1 2 Raised Floor 18.3% of floor area 0.49 Btu/hr-sf-F 0.65 10 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -factor Location/Comments Wood R-19 R-0 R-19 0.037 Wood R-13 R-0 R-13 0.081 Wood R-11 R-19 R-30 0.030 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window, Front (S) 4.5 0.500 0.650 Standard Standard Yes Window' Front (S) 12.0 0.500 0.650 Standard Standard None Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window' Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 12.0 0.500 0.650 Standard Standard None Window` Front (S) 4.5 0.500 0.650 Standard Standard Yes ;ERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Ir ii Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM CF -1R Window Left User#-MP2138 User -Dan Grohmann Run -Residence i 0.500 FENESTRATION Standard Standard i Window Left Over - 4.5 Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 10.5 0.500 0.650 Standard Standard None Door Left (W) 20.0 0.550 0.650 Standard Standard None Door Left (W) 20.0 0.550 0.650 Standard Standard Yes Door Back (N) 40.0 0.450 0.650 Standard Standard None Door Back (N) 40.0 0.450 0.650 Standard Standard None Door Back (N) 40.0 0.450 0.650 Standard Standard None Door Back (N) 20.0 .0.550 0.650 Standard Standard Yes Window Back (N) 36.0 0.500 0.650 Standard Standard Yes Window Back (N) 36.0 0.500 0.650 Standard Standard Yes Window Back (N) 36.0 0.500 0.650 Standard Standard Yes Window Back (N) 9.0 0.500 0.650 Standard Standard None Window Right (E) 10.5 0.500 0.650 Standard Standard None Window Right (E) 10.5 0.500 0.650 Standard Standard None Window Right (E) 10.5 0.500 0.650 Standard Standard None Window Right (E) 17.5 0.500 0.650 Standard Standard None Window Right (E) 10.5 0.500 0.650 Standard Standard None HVAC SYSTEMS Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Thermostat Efficiency Airflow Location R -value Leakage D Type 0.780 AFUE n/a Conditioned R-0 No No Setback 10.00 SEER No Conditioned R-0 No No Setback Unconditioned R-8 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM CF -1R User#-MP2138 User -Dan Grohmann Run -Residence i! WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Instantaneous Propane Standard 1 n/a n/a R-n/a WATER HEATING SYSTEMS DETAIL u Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light Instantaneous .78 n/a n/a R- n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION i *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM CF -1R User#-MP2138 User -Dan Grohmann Run -Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name...,,. Richard Macias Name.... Dan Grohmann Company. OWNER Company. Dan Grohmann Address. 224 Twin Peaks Blvd. Address. 334 Bowdoin Street San Francisco CA 94114 San Francisco, CA 94134 Phone... (415) 664-1042 Phone... 415-239-7214 License. Signed.:. Signed.. (date) ENFORCEMENT AGENCY Name.... Title. Agency.. Phone... Signed.. (date) 4./01M 1/20/04 (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 Project Address........ 59 Old Chico Way ******* Butte County, CA *v6.01* Documentation Author... Dan Grohmann ******* Building Permit # Dan Grohmann 334 Bowdoin Street Plan Check / Date San Francisco, CA 94134 415-239-7214 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM MF -1R User#-MP2138 User -Dan Grohmann Run -Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on'the Certificate of Compliance. When this checklist is incorporated into the permit, documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er went *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d),: Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e) Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM MF -1R User#-MP2138 User -Dan Grohmann Run -Residence b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or 11 cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. A. All buried or exposed piping insulated in recirculating sections of hot water system. '5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans !1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands . 12. Exhaust fan systems have backdraft or automatic dampers. 13. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment '1. System is certified with 78% thermal efficiency, on-off q switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM MF -1R User#-MP2138 User -Dan Grohmann Run -Residence resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor,spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are'IC (insulation cover) approved. i COMPUTER METHOD SUMMARY Page 1 C-2R Project Title.......... Macias Residence Date..01/21/04 20:32:54 Project Address........ 59 Old Chico Way ******* Butte County, CA *v6.01* Documentation Author... Dan Grohmann ******* I Building Permit # Dan Grohmann 334 Bowdoin Street I Plan Check / Date San Francisco, CA 94134 415-239-7214 I Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program-FORM C-2R I' User#-MP2138 User-Dan Grohmann Run -Residence II MICROPAS6 ENERGY USE SUMMARY II II II II Energy Use Standard Proposed Compliance II II (kBtu/sf-yr) Design Design Margin II II Space Heating.......... 15.41 11.36 4.05 II II Space Cooling.......... 10.85 12.76 -1.91 II IWater Heating 11.29 9.66 1.63 II g.......... II ' II II II Total 37.55 33.78 3.77 I) II II II *** Building complies with Computer Performance *** II l� 1 GENERAL INFORMATION Conditioned Floor Area..... 2524 sf Building Type.............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... Reduced Year Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 25240 cf Slab-On-Grade Area......... 0 sf Glazing Percentage......... 18.3% of floor area Average Glazing U-factor... 0.49 Btu/hr-sf-F Average Glazing SHGC....... 0.65 Average Ceiling Height..... 10 ft. COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZllS92 Program -FORM C -2R User#-MP2138 User -Dan Grohmann Run -Residence t i BUILDING ZONE INFORMATION Zone ''Type HOUSE Residence Surface HOUSE Floor # of Area Volume Dwell Cond- Thermostat (sf) (cf) Units itioned Type 2524 25240 1.00 Yes Setback OPAQUE SURFACES Area U- Insul Act Solar (sf) factor R-val Azm Tilt Gains Vent Vent Air Height Area Leakage (ft) (sf) Credit 8.0 Standard No Form 3 Location/ Reference Comments 1 Floor 1358 0.037 19 n/a 0 No FC.19.2X8.16 2 Wall 1011 0.081 13 180 90 Yes W.13.2X4.16R 3 Wall 401 0.081 13 270 90 Yes W.13.2X4.16R 4 Wall 747 0.081 13 0 90 Yes W.13.2X4.16R 5 Wall 392 0.081 13 90 90 Yes W.13.2X4.16R 6 Roof 1358 0.030 30 n/a 0 Yes R.30.2X4.24R FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE` 1 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0-.68 2 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 12.0 0.500 0.650 180 90 Standard/0.76 Standard/0.68 4 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 5 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 6.Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 7 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 8 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 9 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 10 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 11 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 12 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 13 Window Front (S) 12.0 0.500 0.650 180 90 Standard/0.76 Standard/0.68 14 Window Front (S) 4.5 0.500 0.650 180 90 Standard/0.76 Standard/0.68 15 Window Left (W) 4.5 0.500 0.650 270 90 Standard/0.76 Standard/0.68 16 Window Left (W) 4.5 0.500 0.650 270 90 Standard/0.76 Standard/0.68 17 Window Left (W) 4.5 0.500 0.650 270 90 Standard/0.76 Standard/0.68 18 Window Left (W) 4.5 0.500 0.650 270 90 Standard/0.76 Standard/0.68 19 Window Left (W) 10.5 0.500 0.650 270 90 Standard/0.76 Standard/0.68 20 Door Left (W) 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 21 Door Left (W) 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 22 Door Back (N) 40.0 0.450 0.650 0 90 Standard/0.76 Standard/0.68 23 Door Back (N) 40.0 0.450 0.650 0 90 Standard/0.76 Standard/0.68 24 Door Back (N) 40.0 0.450 0.650 0 90 Standard/0.76 Standard/0.68 25 Door Back (N) 20.0 0.500 0.650 0 90 Standard/0.76 Standard/0.68 i COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZllS92 Program -FORM C -2R User#-MP2138 User -Dan Grohmann Run -Residence FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation -Window- overhang (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC 26 Window Back (N) 36.0 0.500 0.650 0 90- Standard/0.76 Standard/0.68 27 Window Back (N) 36.0 0.500 0.650 0 90 Standard/0.76 Standard/0.68 28 Window Back (N) 36.0 0.500 0.650 0 90 Standard/0.76 Standard/0.68 29 Window Back (N) 9.0 0.500 0.650 0 90 Standard/0.76 Standard/0.68 30 Window Right (E) 10.5 0.500 0.650 90 90 Standard/0.76 Standard/0.68 31 Window Right (E) 10.5 0.500 0.650 90 90 Standard/0.76 Standard/0.68 32 Window Right (E) 10.5 0.500 0.650 90 90 Standard/0.76 Standard/0.68 33 Window Right (E) 17.5 0.500 0.650 90 90 Standard/0.76 Standard/0.68 34 Window Right (E) 10.5 0.500 0.650 90 90 Standard/0.76 Standard/0.68 7 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a- n/a n/a OVERHANGS AND SIDE FINS -Window- overhang -Left Fin- -Right Fin - Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 Window 4.5 n/a 1.5 3 .7 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 4.5 n/a 1.5 3 .7 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 4.5 n/a 1.5 3 .7 n/a n/a n/a n/a n/a n/a n/a n/a 5 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a- n/a n/a n/a n/a 8 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 4.5 n/a 1.5 1 .7 n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff HOUSE Furnace 0.780 AFUE n/a Conditioned R-0 No No 1.000 ACSplit 10.00 SEER No Conditioned R-0 No No 1.000 Non -Condit. R-8 - 1 COMPUTER METHOD SUMMARY Page 4 C -2R 1 Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM C -2R User#-MP2138 User -Dan Grohmann Run -Residence WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 11Instant on Gas Standard 1 n/a n/a R-n/a WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light 11 Instant on .78 n/a n/a R- n/a n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** I This building incorporates non-standard Duct Location. REMARKS 1 J i I CONSTRUCTION ASSEMBLY Page 1 3R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM 3R User#-MP2138 User -Dan Grohmann Run -Residence Parallel Path Method Reference Name . FC.19.2X8.16 See Sheet 10 Construction Documents Description .... Floor Crwl R-19 2x8 16oc Type ........... Floor R -Value ........ 19 Hr-sf-F/Btu Framing Material ..... FIR.2X8 Type ......... Wood Description .. 2x8 fir Spacing ...... 16 inches on center Total Unadjusted R -Values 28.95 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 28.95 x 0.90) + (1 / 17.13 x 0.10) = 0.037 Btu/hr-sf-F Total R -Value: 1 / 0.037 = 27.08 hr-sf-F/Btu 17.13 Framing Frac.. 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS ,Material Cavity Frame Name Description R -Value R -Value OI FILM.EX Exterior air film: winter value 0.17 0.17 1 CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 26. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X8 2x8 fir -- 7.18 3 PLY.0.63 0.625 in plywood 0.78 0.78 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 28.95 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 28.95 x 0.90) + (1 / 17.13 x 0.10) = 0.037 Btu/hr-sf-F Total R -Value: 1 / 0.037 = 27.08 hr-sf-F/Btu 17.13 CONSTRUCTION ASSEMBLY Page 3 3R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM 3R User#-MP2138 User -Dan Grohmann Run -Residence See Sheet 10 Construction Documents Parallel Path Method Reference Name . R.30.2X4.24R Description .... Roof R-30 2x4 24oc Type ........... Roof R -Value ........ 30 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 24 inches on center Framing Frac.. 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.CEMENT Asphalt -cement shingles 0.21 0.21 2. BUILTUP.0.38 0.375 in built-up roofing 0.33 0.33 3. PLY.0.75 0.75 in plywood 0.93 0.93 4. AIR.RF.3.50 3.5 in .& greater air space: heat flow up 0.80 0.80 5. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 19.00 6c.'BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 2x4 fir -- 3.46 7. GYP.0.63 0.625 in gypsum or plaster board 0.56 0.56 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R -Values 33.61 26.08 F-AMING ADJUSTMENT CALCULATION Cavity Framing Total U -Factor: (1 / 33.61 x 0.93) + (1 / 26.08 x 0.07) = 0.030 Btu/hr-sf-F Total R -Value: 1 / 0.030 = 32.94 hr-sf-F/Btu HVAC SIZING Page 1 HVAC Project Title.......... Macias Residence Date..01/21/04 20:32:54 Project Address........ 59 Old Chico Way ******* Butte County, CA *v6.01* Documentation Author... Dan Grohmann ******* I Building Permit # Dan Grohmann 334 Bowdoin Street Plan Check / Date San Francisco, CA 94134 415-239-7214 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MACLASRI Wth-CTZ11S92 Program -HVAC SIZING User#-MP2138 User -Dan Grohmann Run -Residence GENERAL INFORMATION Floor Area ................. 2524 sf Volume ..................... 25240 of Front Orientation.......... Front Facing 180 deg (S) Sizing Location............ CHICO EXP STA Latitude.... ............. 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 72 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 12767 7898 Glazing Conduction ............... 10997 7673 Glazing Solar .................... n/a 12250 Infiltration ..................... 15961 7292 Internal Gain .................... n/a 2100 Ducts ............................ 0 0 Sensible Load .................... 39725 37212 Latent Load ...................... n/a 7442 Minimum Total Load 39725 44655 Note: The loads shown are only one of the criteria affecting the selection of 'HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. II HVAC SIZING Window Page 2 HVAC Project Title.......... Macias Residence 0.5000 Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -HVAC SIZING User#-MP2138 User -Dan Grohmann Run -Residence South HEATING LOAD CALCULATIONS x DESIGN CONDITIONS FOR ZONE 'HOUSE': x 43.0 = 97 (WINTER DESIGN TEMPERATURES: Window South 12.0 Inside Temperature ................................ 70.0 F x Outside Temperature ............................... 27.0 F Double DESIGN TEMPERATURE DIFFERENCES . South 4.5 x Standard .......................................... 43.0 F 43.0 = CONDUCTIVE HEAT LOSS: Double U -factor Heat 4.5 Area (Btu/hr- TD Loss Description Orientation (sf) sf-F) (F) (Btuh) Floor Horizontal 1358.0 x 0.0369 x 43.0 = 2156 Wall South 1011.0 x 0.0806 x 43.0 = 3503 Wall West 401.0 x 0.0806 x 43.0 = 1389 Wall North 747.0 x 0.0806 x 43.0 = 2588 Wall East 392.0 x 0.0806 x 43.0 = 1358 Roof Horizontal 1358.0 x 0.0304 x 43.0 = 1773 CONDUCTIVE TOTALS FOR OPAQUE SURFACES 12767 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 12.0 x 0.5000 x 43.0 = 258 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window South 12.0 x 0.5000 x 43.0 = 258 Double Window South 4.5 x 0.5000 x 43.0 = 97 Double Window West 4.5 x 0.5000 x 43.0 = 97 Double Window West 4.5 x 0.5000 x 43.0 = 97 Double Window West 4.5 x 0.5000 x 43.0 = 97 Double Window West 4.5 x 0.5000 x 43.0 = 97 Double Window West 10.5 x 0.5000 x 43.0 = 226 Double Door West 20.0 x 0.5500 x 43.0 = 473 Double Door West 20.0 x 0.5500 x 43.0 = 473 Double Door North 40.0 x 0.4500 x 43.0 = 774 Double Door North 40.0 x 0.4500 x 43.0 = 774 Double Door North 40.0 x 0.4500 x 43.0 = 774 Double Door North 20.0 x 0.5000 x 43.0 = 473 Double Window North 36.0 x 0.5000 x 43.0 = 774 Double Window North 36.0 x 0.5000 x 43.0 = 774 Double Window North 36.0 x 0.5000 x 43.0 = 774 { CONSTRUCTION ASSEMBLY Page 2 3R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM 3R User#-MP2138 User -Dan Grohmann Run -Residence Parallel Path Method Reference Name . W.13.2X4.16R Description .... Wall R-13 2x4 16oc See Sheet 10 Type ........... Wall Construction Documents R -Value ........ 13 Hr-sf-F/Btu �-, Framing Material ..... FIR.2X4 Type .......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.63 0.625 in plywood 0.78 0.78 4c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 4f. FIR.2X4 2x4 fir -- 3.46 5. GYP.0.63 0.625 in gypsum or plaster board 0.56 0.56 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 15.43 5.89 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total 15.43 x 0.85) + (1 / 5.89 x 0.15) = 0.081 Btu/hr-sf-F 1 / 0.081 = 12.41 hr-sf-F/Btu l HVAC SIZING Page 3 HVAC Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -HVAC SIZING User#-MP2138 User -Dan Grohmann Run -Residence Double Window North 9.0 x 0.5000 x 43.0 = 194 Double Window East 10.5 x 0.5000 x 43.0 = 226 Double Window East 10.5 x 0.5000 x 43.0 = 226 Double Window East 10.5 x 0.5000 x 43.0 = 226 Double Window East 17.5 x 0.5000 x 43.0 = 376 Double Window East 10.5 x 0.5000 x 43.0 = 226 Area (Btu/hr- CONDUCTIVE TOTALS FOR GLAZING SURFACES 9831 INFILTRATION: (Type: Medium) (Btuh) ,' Wall South 1011.0 x 0.0806 x 28.6 = 2330 Wall West 401.0 x 0.0806 x 25240 cuft x 0.82 ac/hr x 0.018 Btu/cuft-F x 43.0 = 15961 Wall East 392.0 j SUBTOTAL 38559 DUCT HEAT LOSS: Duct Location: Conditioned 0.00 x 38559 = 0 TOTAL HEATING LOAD: 38559 COOLING LOAD CALCULATIONS DESIGN CONDITIONS FOR ZONE 'HOUSE': SUMMER DESIGN CONDITIONS: Inside Temperature ................................ 72.0 F Outside Temperature...............................102.0 F TemperatureRange ................................. 37.0 F DESIGN EQUIVALENT TEMPERATURE DIFFERENCES Standard .......................................... 30.0 F Frame Walls and Doors ............................. 28.6 F Ceiling Under Vented Attic;........... ............. 49.0 F CONDUCTIVE HEAT GAIN: U -factor Heat Area (Btu/hr- TDeq Gain Description Orientation (sf) sf-F) (F) (Btuh) ,' Wall South 1011.0 x 0.0806 x 28.6 = 2330 Wall West 401.0 x 0.0806 x 28.6 = 924 Wall North 747.0 x 0.0806 x 28.6 = 1721 Wall East 392.0 j x 0.0806 x 28.6 = 903 HVAC SIZING Page 4 HVAC Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZllS92 Program -HVAC SIZING User#-MP2138 User -Dan Grohmann Run -Residence Roof Horizontal 1358.0 x 0.0304 x 49.0 = 2020 CONDUCTIVE TOTALS FOR OPAQUE SURFACES 7898 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 12:0 x 0.5000 x 30.0 = 180 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window South 12.0 x 0.5000 x 30.0 = 180 Double Window South 4.5 x 0.5000 x 30.0 = 68 Double Window West 4.5 x 0.5000 x 30.0 = 68 Double Window West 4.5 x 0.5000 x 30.0 = 68 Double Window West 4.5 x 0.5000 x 30.0 = 68 Double Window West 4.5 x 0.5000 x 30.0 = 68 Double Window West 10.5 x 0.5000 x 30.0 = 158 Double Door West 20.0 x 0.5500 x 30.0 = 330 Double Door West 20.0 x 0.5500 x 30.0 = 330 Double Door North 40.0 x 0.4500 x 30.0 = 540 Double Door North 40.0 x 0.4500 x 30.0 = 540 Double Door North 40.0 x 0.4500 x 30.0 = 540 Double Window North 20.0 x 0.5000 x 30.0 = 330 Double Window North 36.0 x 0.5000 x 30.0 = 540 Double Window North 36.0 x 0.5000 x 30.0 = 540 Double Window North 36.0 x 0.5000 x 30.0 = 540 Double Window North 9.0 x 0.5000 x 30.0 = 135 Double Window East 10.5 x 0.5000 x 30.0 = 158 Double Window East 10.5 x 0.5000 x 30.0 = 158 Double Window East 10.5 x 0.5000 x 30.0 = 158 Double Window East 17.5 x 0.5000 x 30.0 = 263 Double Window East 10.5 x 0.5000 x 30.0 = 158 CONDUCTIVE TOTAL FOR GLAZING SURFACES SOLAR HEAT GAIN: Note: SCapprox = SHGC / 0.87 Area Description Orientation (sf) Shading Coeff. SHGF SCapprox 6866 Heat Gain (Btuh) HVAC SIZING Page 5 HVAC Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZllS92 Program -HVAC SIZING User#-MP2138 User -Dan Grohmann Run -Residence Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 12.0 x 32 x 0.775 = 298 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 4.5 x 32 x 0.775 = 112 Double Window South 12.0 x 32 x 0.775 = 298 Double Window South 4.5 x 32 x 0.775 = 112 Double Window West 4.5 x 73 x 0.775 = 255 Double Window West 4.5 x 73 x 0.775 = 255 Double Window West 4.5 x 73 x 0.775 = 255 Double Window West 4.5 x 73 x 0.775 = 255 Double Window West 10.5 x 73 x 0.775 = 512 Double Door West 20.0 x 73 x 0.775 = 1132 Double Door West 20.0 x 73 x 0.775 = 1132 Double Door North 40.0 x 15 x 0.775 = 465 Double Door North 40.0 x 15 x 0.775 = 465 Double Door North 40.0 x 15 x 0.775 = 465 Double Door North 20.0 x 15 'x 0.775 = 220 Double Window North 36.0 x 15 x 0.775 = 419 Double Window North 36.0 x 15 x 0.775 = 419 Double Window North 36.0 x 15 x 0.775 = 419 Double Window North 9.0 x 15 x 0.775 = 105 Double Window East 10.5 x 73 x 0.775 = 594 Double Window East 10.5 x 73 x 0.775 = 594 Double Window East 10.5 x 73 x 0.775 = 594 Double Window East 17.5 x 73 x 0.775 = 990 Double Window East 10.5 x 73 x 0.775 = 594 EXTERIOR SOLAR TOTAL (Seat) 12079 INFILTRATION: (Type: Medium) 25240 cuft x 0.54 ac/hr x 0.018 Btu/cuft-F x 30.0 = 7292 INTERNAL GAIN (Ig): 1.00 x ( 4 x 225.0 + 1200) Dwelling Units People Appliance Duct Location: Conditioned 2100 SUBTOTAL 36235 0.00 x 36235 = 0 i HVAC SIZING Page 6 HVAC Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -HVAC SIZING User#-MP2138 User -Dan Grohmann Run -Residence TOTAL HOURLY SENSIBLE HEAT GAIN 36235 LATENT LOAD: 0.20 x 37212 = 7247 i TOTAL COOLING LOAD 43482 ii I �U Uva" ' ✓ \; v I J m Site Location Residence for Richard & Patricia Macias Site Statistics AREA OF FIRST FLOOR 1358 SF AREA OF SECOND FLOOR 1176 SF TOTAL AREA OF RESIDENCE 2534 SF AREA OF COVERED PORCH 54 SF AREA OF OPEN CARPORT 400 SF AREA OF CONNECTED OUTBUILDING 400 SF LAND AREA (ACREAGE) 0.73 LAND AREA (SQUARE FEET) 31,752 GROUND AREA COVERAGE .5.5% Drawings Prepared by: Richard Macias, Owner Structural Calculations by: Thomas S. Podesta, Registered Professional Engineer, No. 30728 Title 24 Energy Calculations by Dan Grohmann, Architect, Energy Auditor, San Francisco The 2001 CBC, CMC, CPC, CEC, 1 and 2001 California Energy Efficiency Standards as amended by Butte County apply to this project Only the 2001 Califomia Building (CBC), Plumbing (CPC), Mechanical (CMC) and Electrical (CEC) Codes (adopted by -the State of Califomia as of Nov adhPLI d amendments by local jurisdiction are appli l q„Nn";gr c geUftg" SWmp hM bei IS December 2004 Wcqftd as Bleeding the applioable provisions of Is not approved to violate any eppIlcable code: The plan review included the following subjects: (Y/N Y strttcts,rel _w Pig YFre Life Safety y- Energy Electrical _� Accessibility _ Mechanical Other Plan Reviewer 5` - Principal PllRevie r Date - G / 13 o S IF 59 OIC! Chico Way, Lot.71 (039-41®-®71) Butte County, California 95928 �I� NOTE: See the attached Residential Construction Requirements. _Pages 05 -0/9s - BUTTE COUNTY BUILDING DIVISIOR APPROVED ADIAPPSR®MW APR 13 2005 �NcFzrH� 1Y Uhler- tie-r�! 198'0"'AN -77 XCZ500E-Y EOWING 140T I NGWOM L T - "tS . P-%rf L4 Qd< I, T(CN goR 0 %$' �vi�N6 �rtc� �-o,• 3.5.x„ �•o„ i .... ................. .... -- .. . Pcli 12�25 ` ��,�,• t0 z S IT Za N I PSP 4' wALI- pd 1. imu�res rr rrb n 5 2? Y te.jze -ees 7 20 N N Fri oF r� Gi'r`t WR7t� LO ���'�r DCQr.�Tl1G SEPT►G TAW K 9N17 ij; ;0i`' - - - - - - - - - ---- -- - - - - - -- - ---T- - ----I � ol Ckl5UN6 57K�57 .77 - - —. — C' l74�LiN� G� czv C' -ffco (vyia;Y is 500 7r. s�OALZ z = 20'0" - - Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039=410-071) Butte County, California 95928 Table of Contents _ sheet SITE PLAN 1 FOUNDATION, FIRST FLOOR FRAMING & HOLDOWNS 2 FOUNDATION DETAILS 2A HNST FLOOR & SHEAR WALL SCHEDULE 3 SECOND FLOOR FRAMING & HOLDOWNS 4 SECOND -FLOOR, SHEAR WALLS & ROOF FRAMING 5 ROOF PLAN 5A FRONT ELEVATION (SOUTH) 6 STAIR SECTION AND DETAILS 7 REAR ELEVATION (NORTH) g i SIDE ELEVATIONS (EAST & WEST) 9 TRANS. & WALL SECTION, ROOF VENTING DETAILS 10 LONGITUDINAL SECTION 11 I STRUCTURAL DETAILS & HOLDDOWN SCHEDULE 12 STRUCTURAL.DETAILS 13 STRUCTURAL DETAILS 14 STRUCTURAL DETAILS & SHEAR WALL SCHEDULE 15 KITCHEN & BATH - PLANS & ELEVATIONS 16 � WINDOW AND DOOR SCHEDULES l' 17 ELECTRICAL - FIRST FLOOR 18 ELECTRICAL - SECOND FLOOR 19 PLUMBING/HEATING 20 CARPORT AREA - PLAN & DETAIL 21 CONNECTED OUTBUILDING 22 TITLE 24 ENERGY CALCULATIONS 23-26 1 APPROED Butt Con jEn on entc,21ralth i tur �a s-r'T'I- C01 �INI'T'Y APR -13 2095 BUILDING DIVISION, APPROVED - 31TE .PLAN & TABLE OF CONTENTS 1* Q Q 4 N s -al NOW446 MOW 69XWW,4,L WNe i I FS, I I X..e, — t--*,Xl .—I .- . -1 — �._. __ — — - -1 . vemoki(C)W *Z UN FT. 6F ruuN�MICN 25 = 7 x 1.5 = 10-5 T ffZfMD: 14- VOW5, OX 1(,c;' .4+ e,7,f SCTe- fVa(VE; PZODL�6V JOtSTS M-W�AqH AtL-DRACE-P WMA_ LA Ne6 1-Htacr AFe FM?Mxe(, 1z) TR& �,Vsr. X101 ST (3 FVF, KIM VIE71NL- 1 jjm1b aP11 rMUN 5gACjjpWpq;(,LL4tJ6 4 I BUTTE COUNTY BUILDING DIVISION -APPROVED Residence -for Richard &-Patricia Macias FOUNDATION & FIRST Old Chico way, Lot 71 (039-410-071) _-FLOOR FRAMING - Butte County, California 95928 (HOLDOWN LOCATIONS) i 51�TIS FUZ FI6 o sl; P NP°H P�� tz r-F- joI51T Fi rl('-4 c_ -^T rlp weer //�����- Tom/ 1 `�J )ccc � 11- l F•F. � =i - i - °IIIA Idlli'=��'IIIE= `— Illllf � il 51�TIS FUZ FI6 o sl; P NP°H P�� tz r-F- joI51T Fi rl('-4 c_ -^T rlp weer //�����- Tom/ 1 `�J )ccc � 11- l F•F. VA ~ .?: APR 13 I( W Ft<$ Jo 15T VH r_0 ftcM �.F-7m Fa�i�iC7 3 I'w- oK Itie Crrt9) 2 �t��a , C�� • �t� ? ! 9 .9( tig(E� ; PaL 5(LOL I'LIAI-r--51 CK MICr4e W Gtr.. 1! # C.) PIV WFMA OF rCMIWo n /',��J''( �( ./ q/�p �{�pgr. ° BUTTE COUNT( - tN K --r VVM �1��/We.�,.�ez1 T' to 4 151 16" DG. Tyr 37 r� w�C-yP) BUILDING DIVISION APPROVED Resie9erace f®r Rechard & Patricaa BVlacaas - - Old -Chico way, L®i 71-(039410-071) - - : - _- ----�Ol�(V®AiBOIV DETAILS _ JUN 3'0'=2 06 = -- Butte County, California 96928 _ i - VA ~ .?: APR 13 I( W Ft<$ Jo 15T VH r_0 ftcM �.F-7m Fa�i�iC7 3 I'w- oK Itie Crrt9) 2 �t��a , C�� • �t� ? ! 9 .9( tig(E� ; PaL 5(LOL I'LIAI-r--51 CK MICr4e W Gtr.. 1! # C.) PIV WFMA OF rCMIWo n /',��J''( �( ./ q/�p �{�pgr. ° BUTTE COUNT( - tN K --r VVM �1��/We.�,.�ez1 T' to 4 151 16" DG. Tyr 37 r� w�C-yP) BUILDING DIVISION APPROVED Resie9erace f®r Rechard & Patricaa BVlacaas - - Old -Chico way, L®i 71-(039410-071) - - : - _- ----�Ol�(V®AiBOIV DETAILS _ JUN 3'0'=2 06 = -- Butte County, California 96928 _ J *AS DETERMINED BY CHORD OR COLLECTOR FORCE CALCULATION, (8)-16d COMMON OR BOX NAILS MINIMUM PER ITEM 10 CBC TABLE 23 -II -B-1 * (8)-16d ON BOTH SIDES OF WALL INTERSECTIONS * (8)-16d ON BOTH SIDES OF DOUBLE TOP PLATE SPLICES 4'-0" MINIMUM 4'-0" MINIMUM i 2" MIN STOP PLATE SPLICE DOUBLE TOP, PLATE SPLICE TYPICAL NAILING -16d COMMON OR BOX NAILS AT 16" OC (2)-16d COMMON OR BOX NAILS ON BOTH SIDES OF BUTT SPLICES IN TOP PLATE N N NOTES: I (1) THE NAILING SHOWN ABOVE IS REQUIRED AT ALL EXTERIOR WALLS(DIAPHRAGM BOUNDARIES) AND OVER ENTIRE LENGTH OF ANY WALL CONTAINING A SHEAR WALL (2) THE ABOVE DETAIL IS BASED ON A TOP PLATE DETAIL DEVELOPED BY NORM SCHEEL, SE I n TOP PLATE SPLICE DETAIL NO SCALE. Y or 1 0 1% Mi 01 m Hpi PSA a -2x4 t- V 8 M2X4 Iq 2 lg'Ott 7' 11 � - - - 0106; ►I�S�VGI 3'7 w ?.yr OL Y i- �(tdin►ER 211 w ICtr,tt -m wrMxw dL 2-X = DOOR DESIGNATIONS - SEE SCHEDULE - SHEET 17 Q= SHEARWALL LOCATION - SEE SCHEDULE - SHEET 15 HD -X = SIMPSON HOLDDOWN - SEE SHEET 12 - �f— stud group to which holddown connects (typ.) ALL WINDOW AND DOOR HEADERS ARE 4"X12" DETAIL NUMBER ` SHEET K! 7zJifiF�-K see 5Re—F-T ! (v 1�SE �I ,0„ TO (1Pp 11 I s r t? l l *p by /N Dow O S e T�� Ot�T� sPuc C �Er-•`tr g vF Sµ -r a/-1 i q.o,t S, % �4 (/< APR 13 2 Hv -;n -A �. Fti<' II:p,JC0rA 1N�T MoL�- M16-3cp S MamZTA Z -E-90 ccF r 45RB1 N@T M ZC - 36 _ -ar 2 - St4 crEN [7IN ING a�PRovo �IvrNG fag sF J �.......:--•-�lltte•�cu'�:�5-.,....-•�.. 3�os.E- : Ec�v'ran nta iealth ..... D 10 _. I. 2 /0lt .i lO tl Wo" JO Ip d -IM r- _ �cz.�"':c $�� �-a,,.a-;�= `�' _- _\ �i„•w-=,=a''""u°�'Ta`.-...ra :`.'+'-.� ": �=r�,e���'�.�4"�?=.-��'"":...t•c.� LhND!NG WALL PP�NC-LS tom. -,E, ;CK WkL5 of �- MK'VVAY UILDING DIVISION Residence for Richard & Patricia Macias APPROVES - = -- Old Chico way, Lot 71 (039-410-071) " Y FIRST -FLOOR Butte Countv. California 95928 V 61. IDO dl V � ' SUN 3u 2001 3 f .T Zz toll ! toll 2 lg'Ott 7' 11 � - - - 0106; ►I�S�VGI 3'7 w ?.yr OL Y i- �(tdin►ER 211 w ICtr,tt -m wrMxw dL 2-X = DOOR DESIGNATIONS - SEE SCHEDULE - SHEET 17 Q= SHEARWALL LOCATION - SEE SCHEDULE - SHEET 15 HD -X = SIMPSON HOLDDOWN - SEE SHEET 12 - �f— stud group to which holddown connects (typ.) ALL WINDOW AND DOOR HEADERS ARE 4"X12" DETAIL NUMBER ` SHEET K! 7zJifiF�-K see 5Re—F-T ! (v 1�SE �I ,0„ TO (1Pp 11 I s r t? l l *p by /N Dow O S e T�� Ot�T� sPuc C �Er-•`tr g vF Sµ -r a/-1 i q.o,t S, % �4 (/< APR 13 2 Hv -;n -A �. Fti<' II:p,JC0rA 1N�T MoL�- M16-3cp S MamZTA Z -E-90 ccF r 45RB1 N@T M ZC - 36 _ -ar 2 - St4 crEN [7IN ING a�PRovo �IvrNG fag sF J �.......:--•-�lltte•�cu'�:�5-.,....-•�.. 3�os.E- : Ec�v'ran nta iealth ..... D 10 _. I. 2 /0lt .i lO tl Wo" JO Ip d -IM r- _ �cz.�"':c $�� �-a,,.a-;�= `�' _- _\ �i„•w-=,=a''""u°�'Ta`.-...ra :`.'+'-.� ": �=r�,e���'�.�4"�?=.-��'"":...t•c.� LhND!NG WALL PP�NC-LS tom. -,E, ;CK WkL5 of �- MK'VVAY UILDING DIVISION Residence for Richard & Patricia Macias APPROVES - = -- Old Chico way, Lot 71 (039-410-071) " Y FIRST -FLOOR Butte Countv. California 95928 V 61. IDO dl V � ' SUN 3u 2001 3 IT 25'(o" 0 �LUGI�fNG A7 AlAtL Il�ii�lljl&I ���e�,, a li ISI � ' ,J, , ,I�Ir���'IIII�I�i' 7AIZ Fhb .i` _ �"',o,�, UiI I SII kt _T � fi==r tXj5"_1-'j WAU61 0 F STAA RWEU, TZ) re 13k� itioil MVIM- t6OPIaNK PA4�cN(5 fC-NE;6CrH AU - FWD wxk_ LINES 7 mWNnCUt1_*NK -r) 1iiE 1301ST bEr,- f3 Fcf, P,I/y1 VC-INL O��h►�JG Well' _G10 �C'jfI `'9! � Pio Sir/®N - --r:e s, egr /o 7 1VSI/F�45� NO. 3 BUTTE COUNTY G DIVI BUILDING StOt<-. A mm"'r%A /Ira -__ JUN 3 0 2006 Residence for Richard & Patricia Macias - - SECOND FLOOR FRAMI-NG .Old Chico way,. Lot 71 (039-410-071) Butte County, California 95928 SIMS T1e-VOWN VVl�l 1 G -d a1 r�m2-c„ ` _n� OA (Io TQ*) Z- zxq• a i>twll I-cs�7 51551d„�� �. 11 1 t M r,5VF00AA 668 5i- �TI Le oil 77 30„ s a a I, CAA 1 ® Std 1 11 lL3(d z, 2 -2x9- 1 -fo IiuNtZN 2-X = DOOR DESIGNATIONS - SEE SCHEDULE - SHEET 17 = SHEARWALL LOCATION - SEE SCHEDULE - SHEET 15 HD -X = SIMPSON HOLDDOWN - SEE SHEET 12 �®-- stud group to which holddown connects (typ.) ALL WINDOW AND DOOR HEADERS ARE 4"X12" DETAIL NUMBER SHEET Q `�- ?' C�NTPhICi�iOt�l G w - I IP cLl- PFOAA f�-1957 FiCOR IMF OF V* LL 42 If 'Nema secoIw, FIN I� 6x16 4 E Toe PlIR-e- SPL_le_G pFT?9-'L- 9,+cx- or- ,st+T- -�,g 3 1 SEN W I NMN UNITS NMI+ 8176 IoW - 5uz 5jImT �5 t5ES -314.27- 11 - FCA 5,1:CrCN go" FOR 51PNIR5 SHEET 7 APR 13 _ 1071 ' � I � � 4 0 � ' CM fLY +D ir ® i/2'JUIN•'ffltC�cC�'tPiDlf�' i'•Sit 75� +�l�cd's� 7!'�.� AU. st,flfb*-NOM ONCCA /4- r .13UTTE COUNTYJUN 3 0 2006 PHII n1K1lJl _ - - APPROVED Residence for Richard & Patricia Macias SECOND FLOOR Old Chico way, Lot 71 (039-410-071) AND ROOF FRAMING Butte County, California 95928 . pmt `�A, 24 cN "SFT q. -e 10, 4'I0CT K B 1 I i 10 i �- VeN f OVEFI?.L.L ext rG LeNGrH Cv0 •O 13 2005 557 '0 IR - � I I � I ff4p tip 11 12 �+r:VVN 8 9�PE ' . LeVEt- DFfp t?A� 7v^P cF F4 VZ ! �� 1 • j. A -mc, iil6KItON vsWTI(A't!a4 mj)m,Ta, ., pA�?'� E�,RAIN• e 2 -moi® VENTS Z"X Z4• � � e SiWp_ bRI'rr 2" X 50100 f P"1 Im ®VI,41 1 BUIMINn nix/i. _. APPROVED u Fav u `L"i-1•?�. .i —•–_ _. ROME® ._�.:. Residence for Richard &.Patricia Macias JUN 3 0 200 Old Chico way,'Lot 71 (039-410-0?1) R®®� P���5A . Butte County, California 95928 I ' AWNING Sev I :S � I �o0 3*x l 8 t i SrPNArrl6 ' FRC`R �C(e,y AWNING 7No 30((0 AWNING-7OD 36>00 °- � PoorZ W= ENTR`f M -C4< AMIMPROUD APR 13 2005 P�09� BUTTE COUNTYED BUIDING DIVISION JUN 3 0 2006 FRONT ELEVATION mm: tee T7 FOR V41NVOW AND �l11N'f�5 17&X 18 OMNI IN6 �t6x18 o�NnG ftGTURE SERIES 7cn ►o:;LD Lial NT H si(cc-0 N c P�09� BUTTE COUNTYED BUIDING DIVISION JUN 3 0 2006 FRONT ELEVATION GBL. RVQ e�f�EGDX 1=N- - - .�... 1 Lex., 2 4'LOPE;P L Z 1.0 Ism CfZ l�q es � �R` Fri � HRcc�1f r� I 12 1 J , o� 0 Y` O K97" 14r :iUT11 WL av5Er T rgrr 1-7 Aqr'. BUTTE COUNTY:.: BUILDING DIVISIOtl APIPREWEB - - Residence forRichard&-Patricia Macias `' JUN 3 0 200 Old Chico way, Lot 71 (039-410-071) STAIR SECTION AND DETAILS d1 Butte County, California 95928 J J0197 Urge a�ruN� aF ILf�lN6''r�l" GT= FF 72-72 6WPW fctJ FMO 6)aAcwt4ir c, +tires 60108 H,r2�uv 6068 ll�wllsus +4TrletV 6068 .ICINT Lqr E / STV�t7 .%IN -r UN 7+2„ Y OMPIC 'D APR 13 2005 BUILDING DIVISIOq APPROVED FF 330 JUN 3 0 2006 REAR ELEVATION= - -= .. QUW �VE�1' 12 X24•�� Ad OWO Awmg6t gal �.�,. t II� 361 3618 AWN8 1kW91K0 I' STtzcO ' � �,f y VET !Z;K L -r ur rM1 (lit INll. z L •R 13 2005 ��2 X0092 �64� C 14 FIXW G R T 1.40 Ions, -Ly--- • I GA�1�tC�`T ''� BUTTE COUNTY fna. 3 BUILDINGDIVISION i+� 11^ a P E Residence for Richard & Patricia Macias = - _ Old Chico way, -Lot 71, (039-410-071_)_ _ _ _ EAST & WEST ELEVATIM 0 2006 Butte County, California 95928 (HOL®OWN LOCATIONS) s 71 �..il III I��rM �`" 5WWeR is ep%71f MIZA4 OLT _m RVR* WL T2 5, T V.� M ION '5m StAMT I APR 13 2005 F+-rcr Vic", w. 35 Ll JON j 0 2008 Pmfy� T, im palm FT 0 7V 4 OF 0*5S. CF055. Sc-�7rON op Ox i � PIN6 -rHFO t 1(5 H C -B We 9 UNE Residence for Richard &: Patricia Macias BUTTE AOUNTY BUILDIN DIVISIPtOING! ITUDINAL SECTION Old 7Chico way, Lot 71.(039-410-071) Butte County, California 95928 APP 10VED Md-ly ip SrWQ� 'Of- ajo dip !9WrON - L 50 - solAbl /Z/k -7io - M4nL—h C:1"73n A-ich,ot- 77%e kchi�. SAArw-& 16 locale o5' ,-,64own..0- r- L-01 Fes' y avoid �/� erg o rc c.�.r�: See Plc;ns, FL'-A1v 14-S C 12 67")CY &, whevia occAljr95' 6eie A. ra. jc;,1-xXRx7,4r.5- c75 �- PIC isluo's.-a NUTS ?::1A7H 7Z7 CONC. .7his 5;1e'et Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 JUN 3 0 2006 BUT TE COUNT Y BUILDING DIVISiON STRUCTURAL 12 HOLDOWN SCHEDULE Simpson A B Anchor Bolts A.B. End PL. Wrought Washer End Studs Con. Anchor T * Seismic Holdown HD 2A 41/2" 12" 5/8".0 1/4 X 3 X 3 1 3/4" 2- 2X 2775 ......................... ........... HD 5X::: 51/4" ......................... 1 14" ................................. 3/4" 0 . ........................................... .......... .............. T ............................... ................................. 1/4 X 3 X 3 2" 2 - 2X or 4X 2 - 3/4" 0 ........................... 3705 ......................... .......................... ................................. .............................................. .................................................... ..................... ..... . ........... ................................ ....... ................. HD 6A:: 7" 15" 7/8"0 3/8 X 3 X 3 2 1/2" 3- 2X 2- 7/8" 0 5105 ......................... ...................... .. ......................... ................................. ............................................. ......................... . ........................... ................................ ef ................................ 7460 HD 8A 71' 20" 7/8" 3/8 X 31/2 x 31/2 2 3/4" 3 - 2X 3 - 7/8" I.......................... ............. I ................. ......................... .......................... HD 106.: 8" ......................... . 30" ................................. 7/8" 0 ............................................. ...................... . 3/8 X 4 X 4 3" . .................................... 4X 4 - 7/8" 0 9450 ......................... ......................... ......................... .............................................. ......................... X 41/2 X 41/2 3 1/2" ............................... ................................. 6X 4 - 1 0 13380 HD 14A%: 10" 1 30" 3/8 ............... ................... ............................... ......................... ......................... ........... .............. HD 15 12" 32" .............................. ... 1 1/4" 0 .................. .............. . .......... . ......................... 3/8 X 5 X 5 1 4" ............................... 6X 5 - 1" 0 15305 Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 JUN 3 0 2006 BUT TE COUNT Y BUILDING DIVISiON STRUCTURAL 12 '3_10 QUO e r7®i� �- /® 57-zjr_;p WALL 177 a r -o AAI0�4111AI4A Same. ce�l 47 S�IC71�5i6 ►CING PER SHEAR WALL SCHEDULE MINIMUM EQUAL— SECTION A-A QUALSECTI®NAA \-SEE NOTE WALL SHEATHING--\ SHEAR WALL EDGE NAILING FOR UPPED FLOOR SHEAR WALL(EN) ABOVE AND BELOW - WALL SHEATHING JOINT WALL SHEATHING JOINT SEE NOTA 16d TOENAILS AT 8" OC WALLSHEATHING JOINT SMEAR WALL EDGE NAILING) FOR LONER FLOOR SHEAR R WALL(EN) ABOVE AND BELOW WALL SHEATHING JOINT - CENTERLINE RIM EQUAL 16d SOLE PLATE NAILS PER SHEAR WALL SCHEDULE, PROVIDE TWO ROWS SPACED MINIMUM WHEN SPACING IS LESS THAN 6" OC, STAGGER AS SHOWN IN SECTION A -A $.R UPPER FLOOR SHEAR. WALL iF t•`4, (1)-1C d EACH FLOOR JOIST FLOOR SHEATHING FLOOR JOIST JOIST &A JUN 30 2006 r-4-1/2" MIN � . (1)- l Od EACH SIDE OF WETS A35 AT SPACING SHOWN IN SHEAR WALL SCHEDULE FOR UPPER FLOOR SHEAR WALL LONER FLOOD SHEAR MALL NO'T'E: RIM PER FLOOR FRAMING PLAN, 1%" LSL MINIMUM UNLESS NO'T'ED OTHERWISE SHEAR TRANSFER DETAIL Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 NO SCALE , A►PPi ♦O_VE® STRUCTURAL 13 -3-/G G -��Ok 7'Y11:7-.1 4.x /2 or- G, f2 <S ct�= ;r--Ilcens fes- j_.. < 4' O 2 -fix > 4 -to M 3 _,,6 d 0 'a�4r-11�' T�1� /l�orfG Nai/.S �c7_ s�'e o pica 4X4 4x 6 3x4 2x�o 3x.4t 2xG j_.. < 4' O 2 -fix > 4 -to M 3 _,,6 d 0 'a�4r-11�' T�1� /l�orfG Nai/.S �c7_ s�'e o pica /4 -16 d do SH,, 4 i2 WALL T4,= )L6 IlGgjam FROND APR 13:12005 BUTTE COUNTY BUILDING DIVISION APPROVED- JUN 3 0 2006 Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) STRUCTURAL 14 Butte County, California 95928 GENERAL NOTES 1. All work to comply with 2001 CBC and all applicable codes. 2. Contractor shall verify all conditions and dimensions at the site before proceeding with the work. All discrepancies or changes shall be brought to the attention of the Owner. 3. Foundation design as per Geotech and civil engineer requirements. 4. Cement for concrete shall conform to ASTM C150. Aggregate shall conform to ASTM C33. The maximum size aggregate for concrete shall be 3/4". Concrete shall have a compressive strength of 2500 psi after 28 days. 5. Protective covering for reinforcing steel: Footings, bottom ................. 3inches Footings, side poured against earth ... 3 inches Footings, side formed ............. 2 inches Retaining walls ............. ..... 2 inches 6. Reinforcing steel shall conform to ASTM A615 grade 60 and shall be spliced with Class C lap at all splices. Splices shall be staggered where possible. Horizontal bars terminating at a corner shall have a 90 -degree bend 12" long at the corner. Bars terminating at a wall or a footing shall have a 90 - degree bend 6" long. Reinforcing bars shall be supported upon a suitable device during the placing of the concrete to ensure they remain in a true position. 1. Structural steel shall conform to the. latest specification of the AISC and shall be A36. All connections shall be standard connections with 3/" high-strength bolts unless otherwise shown. Steel not embedded in concrete shall have two coats of rust preventative paint. 8. Wood shall be Douglas Fir or Larch, no. 2 or better for all joists, beams and posts. Studs may be No. 2 grade. All bolts or nuts bearing on wood shall have washers. All mudsills shall be Redwood, foundation grade. 9. Schedule of minimum nailing: Joist • To side of studs 8" or less.....................................3-16d • To side of studs 10" and 12" ...................................4-16d • To side of studs 14" and 16" ...................................5-16d • At all bearings, toe-nail.......................................2-8d each side Studs • To bearing, toe -nail ....................................._ .....2-8d each side • Multiple studs, stagger for widths over 4.. ..........................16d @ 12" Blocking • Between joist or rafter, to joist or rafter, toe -nail each side, each end.... 2-16d • To joist or rafter bearings, toe -nail each side ....................... 1-16d • Cross bridging between joist or rafter, toe -nail ..................... 3-8d Ribbons to studs - 1"ribbons ..................................................2-8d • 2" ribbons ..................................................2-16d Double top plates • Lower plate to top of stud ...................................... 2-16d • Upper plate to lower plate, staggered, min. 4'-0" ................... 16d @ 18" Built-up Beams • 1.2" or less in depth, staggered ................................. 20d @ 12" • More than 12", staggered ...................................... '/2" bolts @ 24" • Double joists under partitions, staggered .......................... 16d @ 12" Where blocked apart, at each block, each side ..................... 2-16d 10. Plywood shall conform to the specifications of the American Plywood Association and shall be structural II grade or better. Panel shall be laid with the face grain perpendicular to the joist or studs and all panels shall be staggered. Where edges of panels are not supported, contractor shall supply a piece of 2X4" blocking across the joint. 11. Gypboard shall be nailed with a 5d cooler nail @ 7" o.c. at all bearings, plates and sills. SHEAR WALL SCHEDULE ROOF & FLOOR PLYWOOD DIAPHRAGM SCHEDULE Stud Thk Mark Max. Honz. Shear # Ft. boundary Nailinq "Simpson edges Intermed Plywood (Struct. II) Reinf clip Blocking "L" ** Bm-Floor Anchors nail sill to steel bolts floor 2X 1 260 8d @ 6" 8d @ 6" 8d @ 12" 3/8" - 1/2" L 50 all edges 16d @ 8" 5/8 @ 48" Roof 130 ............ .................:...............................i............................................................_..............................._ 8d @ 10" 1/2" min. Struct. II - 2nd. .................... 10d @ 6" :............................... 10d @ 6" ......................... 10d @ 10" 4 2X ................................................. Struct. II - € 380 8d @ 4" 8d @ 4" 8d @ 12" 3/8" L 70 all edges 16d @ 6" 5/8 @ 36" ......................... ;...... ................................................... .............................. ............................................................... _................................... _......................... .................... .......................... 2X 3 490 8d @ 3" 8d @ 3" I 8d @ 12" 3/8" L 90 all edges 16d 4" @ 5/8 24" @ :..:.::::..:.::.::.......................................... 3X 4 .............................. 640 ............................... 8d @ 2" _ 8d @ 2" ......................... _ 8d @ 12" ................................._........................._ 3/8" .................... .................... two L 90 all edges 16d L 3" .......................... 5/8 (aU 24'` .......................... 3X O ................................... 870 .............................. 10d @ 2" ............................................................... 10d @ 2" _................................... 10d @ 12" 1/2" (Struc. 1) _... .................... ...................._ : oL9 0 y all edges ........................................................... 16d @ 8" 5/8 @ 48" ......................... _ i 2 .......................... .................................. 75 .............................. 5d cooler .............................. 5d cooler 5d cooler ........................... 1/2" gyp _ ..................... .................... _ L50 @ 32"i all edges ' ........................................................... 16d @ 8" 5/8 @ 48" nails @ 4" nails @ 4" nails @ 12": Board Increase nail size to 10d when plywood is applied over Gypsum board. '" Double anchors for shear walls with plywood on both sides. p� ROOF & FLOOR PLYWOOD DIAPHRAGM SCHEDULE _Cc,up(g (VIO•C .CA -b5 MRTNPICULPIZI 45T ft4_5K V WL, At t,ZES evc-f_� t-wt_lHG 50wp It -OC _ING EV6F, HP-I(LItHe Q-1IE_AT"(NG "Cop fe;f�, SCVetiUl.6, SI U NNL-Ir4G ezrr,e N�LI NG F� F4P-,(UN6 8 SHS WPB-(- NML(NG is/ �ILs _ 15 6= - ti �o < JUN 3 0 'JOIST5 �p l�lp>wwt( 1"/�� �-- S'TRUC L GENERAL NOTES & SCHEDULES (A35 r t�rart.s ; 15 Nailing Location Max. v plywood Grade Blocking boundary edges intermed Thickness Roof 130 s 8d @ 6" 8d.@ 6" 8d @ 10" 1/2" min. Struct. II - 2nd. ..................................<...............................;........................ 215 10d @ 6" :............................... 10d @ 6" ......................... 10d @ 10" 4 ................................. 5/8" min. ................................................. Struct. II - 1 St. .................................. 285 10d @ 6" ......................... .................................... 10d @ 6" '•. 10d @ 10" ................................................................................... 5/8" min. •` Struct. II '•. - _Cc,up(g (VIO•C .CA -b5 MRTNPICULPIZI 45T ft4_5K V WL, At t,ZES evc-f_� t-wt_lHG 50wp It -OC _ING EV6F, HP-I(LItHe Q-1IE_AT"(NG "Cop fe;f�, SCVetiUl.6, SI U NNL-Ir4G ezrr,e N�LI NG F� F4P-,(UN6 8 SHS WPB-(- NML(NG is/ �ILs _ 15 6= - ti �o < JUN 3 0 'JOIST5 �p l�lp>wwt( 1"/�� �-- S'TRUC L GENERAL NOTES & SCHEDULES (A35 r t�rart.s ; 15 t RM 6f f<(TcRef" � J \ fi��E �` - t�tP�p6�Lass ZX2 �G. ~' /9NDweR 1 3 CUBS 5 3 °_1, T " W1530 W1530 W1530 W1530 W1530 ("1302 F W2439 W30396 W3034G w 3o�G W 3o3FiG Q�1J ABOVE C,P'�1PIf.�fS 0 �&���'',�r�".a!'e.����-�"'a`�"r'.�N,-r�r'a` P 1 0%em"��,1� , I 3��'r�'''�_k�,'�•`."�d�"`^"`d", p:M ■r►7■■■�■■■■irr■■�■L�■■�■�■■�■■o■■fit 0 ..._ O F'LVS(4 WITH emu WALL 0 P 0 0 G O O O O Ir 2x2 MKV.41'� -ne r SINK �s SToyE f RM 6f f<(TcRef" � J \ fi��E �` - t�tP�p6�Lass ZX2 �G. ~' /9NDweR 1 3 CUBS 5 3 °_1, T " W1530 W1530 W1530 W1530 W1530 ("1302 F W2439 W30396 W3034G w 3o�G W 3o3FiG Q�1J ABOVE C,P'�1PIf.�fS 0 o P 1 0%em"��,1� , I I �ml ti, . 1 ■r►7■■■�■■■■irr■■�■L�■■�■�■■�■■o■■fit 0 ..._ O F'LVS(4 WITH emu WALL 0 P 0 0 G O O O O Li=Yf%TlcN eF E..ST WALL- 3/8. = I,o" IS VPI'51 II%D15Bots BP rs I HH -21- Mj ISPa ( . 01 1WA Scg--3O DP -30 STaVE {3D-30 NR'N5 519Z0 NEKO $19CH , NW05 JWzCt1 SINK - �//�.-tloN of W.�sT 1NPd.-L 1 0%em"��,1� , I I �ml ti, . 1 ■r►7■■■�■■■■irr■■�■L�■■�■�■■�■■o■■fit 01 1WA Scg--3O DP -30 STaVE {3D-30 NR'N5 519Z0 NEKO $19CH , NW05 JWzCt1 SINK - �//�.-tloN of W.�sT 1NPd.-L �r�v�•-�o1J w- BUTTE COUNTY BUILDING DIVISION of seco`D m'T°i ®4°=1'011 AP COVED Residence for Richard & Patricia Macias DId=Chico way, Lot -71-(039.-410-071) KITCiiEN_&_BATIi— Butte County, California 95928 PLANS & ELEVATIONS 1 0%em"��,1� , I „. T t r v �r�v�•-�o1J w- BUTTE COUNTY BUILDING DIVISION of seco`D m'T°i ®4°=1'011 AP COVED Residence for Richard & Patricia Macias DId=Chico way, Lot -71-(039.-410-071) KITCiiEN_&_BATIi— Butte County, California 95928 PLANS & ELEVATIONS 1 0%em"��,1� , I �r�v�•-�o1J w- BUTTE COUNTY BUILDING DIVISION of seco`D m'T°i ®4°=1'011 AP COVED Residence for Richard & Patricia Macias DId=Chico way, Lot -71-(039.-410-071) KITCiiEN_&_BATIi— Butte County, California 95928 PLANS & ELEVATIONS Window Schedule All windows listed below are by Insulate, 700 Series, LoE Glass, white frame for stucco exterior finish. All operable units equipped with roto hardware, whether standard or optional. Type Size I Location I Quantity elevation I sheet I floor Flush metal door and frame , 2668 22 Outbuilding A .................... Awning......................................._.3618......_...............front .�g�.I...............6 1-A flrst....................._............ .. ................... .....................Picture..........................................9618........ _....front.�s)...................6_.........................., ............. 1-B ....... Interior, hollow -core, flush, birch ..............................._..........................................................................................._..........................._.......... first.......................................................... 3 .....................Awning................_.........................3618......................_front. 1-C _................................__......._.. �S!................... 5..........................second.................._.......... 3 7................... Picture 9618 front (s) 6 second 1 Awninl9........... _........... 7272........................rear. �!ti. . 8.............. ............ second ............ .._............... 3................... Awning 3636 rear (n) 8 second 1 3 first ........ . 1-1 Pocket door, flush, wood 2668 ...................._Awning...........................................3618 .................... ........: �"!�..._ ..............9 ................ ............... first ............................................................ 2 .........I..........Awning..........................................3618....................... .....................................................__............. Flush metal door and frame side.(...!...................._9....... 1 3 .........second............................._2................... 2-A Casement 3642 side (w) 9 second 1 Casement 3642 .................................................................._................_........................................._............_............................................... side (e) 9 first 2 ................................................................. second .....................Casement.................................._3642.._....................side..���....................9.._.....................second............................._?................... Picture 6042 side e) 9 second 1 Authuildinn .Sk�rllght, Iflxed.........22.5 j ...........roof.................... I ............. ?? ............. ..............ding.A..................... 1 Door Schedule Key Type Size Location sheet I floor Flush metal door and frame , 2668 22 Outbuilding A 1-A Exterior,. Exterior, single lite, wood ................................................... .3068 ................ . _3 ................................... first................ 1-B ....... Interior, hollow -core, flush, birch ..............................._..........................................................................................._..........................._.......... 3068 3 first 1-C _................................__......._.. Insulate Hinged Door, white, XO .............................................................................................................................................................._. 6068 3 first 1.-E...... Insulate Hinged Door,, white OX ......................._.._............................._. 6068............................_3..................................-first....._._...... .. 1-F .� . ..........r Insulate Hinged Door,. white, XO .............................................. 6068 ............................................... 3 ..... first .................................. _...... ............................................._.._ 1-G ...............................I Exterior, single lite, wood ................... g.......................................................................... 3068 ........ _3 .... ............. _. . first 1-H ...........................................g. Exterior, single lite, wood _.................._..............__.................................. ; 3068 ................._........................................................................... 3 first ........ . 1-1 Pocket door, flush, wood 2668 .............................. 1-J . .................................... Pocket door,, flush, wood . ............................_3...................................first.........._.... , 3068 .............................................................................................. 3 first. 1-K .....................................................__............. Flush metal door and frame 3068 1 3 first 2-A Exterior, single lite, wood ...................-.................._.......................__.... 3068 5 second _. ..... . . ........................................._.....g.. Interior, hollow -core, flush, birch Pocket door .2668 _5 .................. .second 1 .2-B ...... 2-C _-...... ._._........... ....... Interior, hollow -core, flush, birch pocket door 2668 ' 5 second naithuildinm Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071)' Butte County, California 95928 Notes i..................................................................._................... fixed, horizontal ......................................... I........... _................... .................... .............................................................................................. fixed, horizontal .............................................................................................. .............................................................................................. combination unit .......................... _.................................................... .............................................................................................. ............................................ _................................................ .............................................................................................. escape window .............................................................................................. .............................................................................................. ............................................................................................. fixed F urb ...................................................................... -mount Notes mechanical room APR 13 2005 BUTTE COUNTY BUILDING DIVISION RPP!3QVEQ SCHEDULES 17 Eight foot overhead garage door ... 1 .8070 _22 ut Obuilding A. Flush metal door and frame , 2668 22 Outbuilding A Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071)' Butte County, California 95928 Notes i..................................................................._................... fixed, horizontal ......................................... I........... _................... .................... .............................................................................................. fixed, horizontal .............................................................................................. .............................................................................................. combination unit .......................... _.................................................... .............................................................................................. ............................................ _................................................ .............................................................................................. escape window .............................................................................................. .............................................................................................. ............................................................................................. fixed F urb ...................................................................... -mount Notes mechanical room APR 13 2005 BUTTE COUNTY BUILDING DIVISION RPP!3QVEQ SCHEDULES 17 Wr 61:1 FM Qp -- ----- IN_(Jt4rXKt1P5 1IF-CA GH Wp Wt�_' CI I CIKUI I' AV m MWvine atf-Ft vp Eels FHCHE J-WW5 fW(;NCM.S(rr-. OF WNVOW fBm55 rzLcop' W ftqmvs/ APR 13 2005 Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 t4CM. 3WA*1r!%qrTCH FCR a WALJ- FMWS CN'STA4 ftVALL - - f Y44W (M 0 - 6CA?.S - AT LCt:A-nq45 55 - NCN OHMr -1 BUTTE COUNTY BUILDING DIVISION APPROVED ELECTRICAL - FIRST FLOOR 18 (D FZ- JO jdrACp R)FLEK FEc�—xtz NIM- 5vv(-rc/H riou- 131K:;Le L'?, (3)WAY - NO -M ALL 5Wrr_ftE-5 4 0" oFf FLMM M 0 OFT-aUNTM J-WW5 fW(;NCM.S(rr-. OF WNVOW fBm55 rzLcop' W ftqmvs/ APR 13 2005 Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 t4CM. 3WA*1r!%qrTCH FCR a WALJ- FMWS CN'STA4 ftVALL - - f Y44W (M 0 - 6CA?.S - AT LCt:A-nq45 55 - NCN OHMr -1 BUTTE COUNTY BUILDING DIVISION APPROVED ELECTRICAL - FIRST FLOOR 18 . ........... W, P A -[t -F EXMXW:P HEAT FT. r Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 . .. .......... ..... ..................... 4- wr I I BUTTE COUNTY 3UILDING DIVISION APPROVED. ELECTRICAL - SECOND FLOOR 19 WAU- NVJWeD 55CNCe &FCUNI) Fai)L-T INTM, 5WITC+i NOTE 51K4Z aR (3)WAY NOW ALL SWITC-ff ES 4. 0" CfF FLCOM OF, 0 Ofr- allNTM Residence for Richard & Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 . .. .......... ..... ..................... 4- wr I I BUTTE COUNTY 3UILDING DIVISION APPROVED. ELECTRICAL - SECOND FLOOR 19 SlT 519 K WC 0 V �ft'F' D(PCfVIM J-0 5m(o(Ewl.�mN6) Hot Water System: Wall -mounted tankless propane water heater. Bosch Aquastar 125HX LP Tankless - Energy factor .78 HVAC: Forced air, upflow propane furnace (A.F.U.E. 80.7%). Lennox Elite 80M, Model No. 4X-75, 75,000 Btu/Hr. Input, 61,700 Btu/Hr. Output. All supply ducts to exist in conditioned space. Those within mechanical room and chase are insulated R-8 Residence for Richard & .Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 • -I I . I 5P ' i 15pXeR/To �. N i i 4y' .................... Lim 1 PR I� 3 U v ` q wo SIN a I 1 - I�TA1C- {BEY Fig 0 I — No Residence for Richard & .Patricia Macias Old Chico way, Lot 71 (039-410-071) Butte County, California 95928 • 5P ' I , LAVt4 PS .................... Lim 1 PR SIN hf 41 .r iarA F .; . 790N 0 t �� ------- --- yvv�9_L-AA vrep --- ..: r 1 rWN-Mg G FbTP►tf� UNC i h _M s. 5em SYS1. 60M, o1 r a o I j O 0 i o e fi ACJ - NO 30442 005 T(F-ST nZCK K(TCf 1Et-1 I fo4Tt4 & .DRY %4',_ toll BUTTE COUNTY BUILDING ®IVISIOK APPROVED PLUMBING/HEATING 20 X11 /J7 1 6 It FAY(NG • �(mfe F.A 4TING C� ° 4' 1. �K pur471MG YEWt4Y - � STII. �V. 6 v 00M>KRN6 v � X12—T�L�O�(�,eD_�. r aa®®m®®ms _MT Pim C01 15eL F G T(CN eF C(.rr'pvtLp/hr' "A' criCM A O `'til ' �;► ' • . APR 13 2005 CDN N G7A HGLTY 5,511 ITZE AVP _SrSO-PCOA �`�(ON E5 JUN.3 0 2006 ' BUTTE COUNTY ASA AAA en, p,^ DIV a Residence for Richard &.Patricia Macias APPROVED Old Chico way, Lot 71 (039-410-071) PLAN DETAIL / CARPORT 21 - Butte County, California 95928 --- ON +)((2. �C_r-f''. (4) 5►MmN Het -TV 5.51 f F vIs mini ,:�;coTt + WP(u- Cr, OVMALVING'�k" 90T -id Gari CH OF oRT F -1a Rls1�-E�WD our 1�I.J(_pv-e "A'• GM N 4X12 rA oC L PJA"T. GFPM I -doo9ft- ptA-Tr= wA5HOK5° TYP. X2 16 PMNN91ct4 FfCM 12" 6FjVF,-p FCrroM 01=c ; E JuT�.1((. H6 �rU-C N t��� t~ � �� �� P•�F UNE , oN 4xt2 1 � � 2Mv R� w �N(N6 t N RT'H WAI-L(IxWR)OF- fiF__j Nar W 5C'6�Ls � 4 Hm -r(MCAL, WEsr MCVA_r10W c-_,1' a�E 6ASr TI OA/ qc • e' APR 13 2005 P �N� =-25' Iry P TO rf 0P urgE S� l s c� 15ee 3ftEET 3 Y D( b1(g ) 11 .11/340 @ /6"4.c. I I FUM max: _ q•xi2 _ 1__r:-T.�.---� _ - _ I �° EFFEC ,S•O�IERHEAD_QOCR_� -=- — 1�i I� 2668 Me Ad- M::P, - bXATi N OF PRR'WT PrC� 1� 1O t ��i� Su�T Q6TttIL•ia•ti5 SN66 ` to - a iJf'! eMYAvCAJ C' A, BUTTE COUNTY _ - = _---- ---.� APPROVED.-- Residence for Richard & Patricia Macias -- - - "- - -"- = Old Chico way, Lot 71 _ (039-410-0.71) - CONNECTED NG OUTBUILDI _ - 22. Butte County, California 95928 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 Project Address........ 59 Old Ch.lco Way ******* Butte County, CA *v6.01* Documentation Author... Dan Grohmann ******* i Building Permit # Dan Grohmann 334 Bowdoin Street Plan Check / Date San Francisco, CA 94134 415-239-7214 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MACIASRI Wth-CTZllS92 Program -FORM CF -1R User#-MP2138 User -Dan Grohmann Run -Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 2534 sf Single Family Detached New Front Facing 180 deg (S) 1 2 Raised Floor 18.4% of floor area 0.49 Btu/hr-sf-F 0.65 10 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly U- ACCA Type Type R -value R -value R -value U -factor Location/Comments Orientation Floor Wood R-19 R-0 R-19 0.037 Shading Fins Wall Wood R-13 R-0 R-13 0.081 0.650 Standard Roof Wood R-11 R-19 R-30 0.030' 4.5 0.500 0.650 Standard Standard FENESTRATION Window Front (S) 12.0 0.500 0.650 Standard Standard Over - Window Front Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading 'Shading Fins Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 12.0 0.500 0.650 Standard Standard None Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard. Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZllS92 Program -FORM CF -1R User#-MP2138 User -Dan Grohmann Run -Residence _ FENESTRATION A APR 13 2005 HVAC SYST$MS Refrigerant Area U- ACCA Interior Exterior Minimum h"i$ij/ Orientation Duct (sf) Factor SHGC Shading Shading Fins Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Front (S) 12.0 0.500 0.650 Standard Standard None Window Front (S) 4.5 0.500 0.650 Standard Standard Yes Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 4.5 0.500 0.650 Standard Standard None Window Left (W) 10.5 0.500 0.650 Standard Standard None Door Left (W) 20.0 0.550 0.650 Standard Standard None Door Left (W) 20.0 0.550 0.650 Standard Standard Yes Door Back (N) 40.0 0.450 0.650 Standard Standard None Door Back (N) 40.0 0.450 0.650 Standard Standard None Door Back (N) 40.0 0.450 0.650 Standard Standard None Door Back (N) 20.0 0.550 0.650 Standard Standard Yes Window Back (N) 36.0 0.500 0.650 Standard Standard Yes Window Back (N) 36.0 0.500 0.650 Standard Standard Yes Window Back (N) 36.0 0.500 0.650 Standard Standard Yes Window Back (N) 9.0 0.500 0.650 Standard Standard None Window Right (E) 10.5 0.500 0.650 Standard Standard None Window Right (E) 10.5 0.500 0.650 Standard Standard None Window Right (E) 10.5. 0.500 0.650 Standard Standard None Window Right (E) 17.5 0.500 0.650 Standard Standard None Window Right (E) 10.5 0.500 0.650 Standard Standard None HVAC SYST$MS BUTTE COUNTY BUIL®11tlG DDAPPROI IS101of r...0 TITLE 24 ENERGY CALCULATIONS-- 23 CF -1 R, PAGES 1 & 2 Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type Efficiency Airflow Location R -value Leakage D Type Furnace 0.780 AFUE n/a Conditioned R-0 No No Setback ACSplit 10.00 SEER No Conditioned R-0 No No Setback Unconditioned R-8 BUTTE COUNTY BUIL®11tlG DDAPPROI IS101of r...0 TITLE 24 ENERGY CALCULATIONS-- 23 CF -1 R, PAGES 1 & 2 , c: CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRI Wth-CTZllS92 Program -FORM CF -1R User#-MP2138 User -Dan Grohmann Run -Residence WATER HEATING SYSTEMS External Insulation R -value R-n/a Pilot Light n/a *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 Number Tank Date..01/21/04 20:32:54 Dan Grohmann in Energy Size Tank Type Heater Typo Diotribution Type Systom F'artnr (gal) Instantaneous Propane Standard 1 n/a n/a San Francisco, CA 94134 WATER HEATING SYSTEMS DETAIL Phone... 415-239-7214 License. Standby Internal Tank Recovery Rated Loss Insulation System Efficiency Input Fraction R -value Instantaneous .78 n/a n/a R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS External Insulation R -value R-n/a Pilot Light n/a *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. This building incorporates non-standard Water Heating System HERS REQUIRED VERIFICATION *** Items in this section require field testing and/or *** *** verification by a certified home energy rater under *** *** the supervision of a CEC-approved HERS provider using *** *** CEC approved testing and/or verification methods.and *** *** must be reported on the CF -6R installation certificate. *** This building incorporates non-standard Duct Location. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRl Wth-CTZllS92 Program -FORM User#-MP2138 User -Dan Grohmann Run -Residence i APR 13 2005 COMPLIANCE STATEMENT This certificate of compliance lists the building features and P g performance specifications needed to comply with Title -24, Parts 1 and 6 of '.the Cali fnrni a C:nHA of Regi'ilations, and the admi.niatrati_ve requlations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. Signed..I;Q" 3iD/hMICQf Signed. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) d9ow 1/20/04 (date) APPROVED TITLE 24 ENERGY CALCULATIONS CF -IR, PAGES 3 & 4 DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Richard Macias Name.... Dan Grohmann Company. OWNER Company. Dan Grohmann Address. 224 Twin Peaks Blvd. Address. 334 Bowdoin Street San Francisco CA 94114 San Francisco, CA 94134 Phone... (415) 664-1042 Phone... 415-239-7214 License. Signed..I;Q" 3iD/hMICQf Signed. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) d9ow 1/20/04 (date) APPROVED TITLE 24 ENERGY CALCULATIONS CF -IR, PAGES 3 & 4 i 1 s MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -ZR Project Title.......... Macias Residence Date..01/21/04 20:32:54 PrnjPr:t Address........ 59 Old Chico Way ******* Butte County, CA *v6.U1* Documentation Author... Dan Grohmann ******* i Building Permit # Dan Grohmann 334 Bowdoin Street Plan Check / Date , San Francisco, CA 94134 415-239-7214 Field Check/ Date Climate Zone........... 11 —J Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-MACIASRI Wth-CTZ11S92 Program -FORM MF -1R User#-MP2138 User -Dan Grohmann Run -Residence Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAGG v6.01 File-MACIASRI Wth-CTZllS92 Program -FORM MF -1R User#-MP2138 User -Dan Grohmann Run -Residence b. Outside air intake with damper and control c. Flue damper and control APR 1 3 2005 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC,sectons 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system thait meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct tapes unless such tape is used in combination with mastic and drawbands . 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment BUTTE COUNTY 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric BUILDIP-41G ®IVISION TITLE 24 ENERGY CALCULATIONS MF -1 R, PAGES 1 & 2 25 r - r MANUK.eORY MEASURES CHECKLIST: RESTnENTTAL Page 3 MF -1R Project Title.......... Macias Residence Date..01/21/04 20:32:54 MICROPAS6 v6.01 File-MACIASRl Wth-CTZllS92 Program -FORM MF -1R User#-MP2138 User -Dan Grohmann Run-Residence.�',� .� u resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance'to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. APR 13 2005 Design- Enforce- er ment BUTTE COUNTY BUILDING DIVISION TITLE 24 ENERGY CALCULATIONS - _ - WAR, PAGE 3 C4 kJ I V� r lj?�jrx �'�"t"\s?�v,i"�� `3o'�/�d�9 •' �j�✓/ N_�� � -til \ `\.,.. �} �✓�\,\� ,� ��s..: .��, '�� �l /( \ice \. ) ✓ \ Sys N. c k7s7te �c� ation Out -Building Located at 59 Old Chico Way j The 2001 CBC, CMC, CPC, CEC, and 2001 California Energy Efficiency Standards as amended by. Butte County apply to this project Site Statistics AREA OF OUTBUILDING 400 SF LAND AREA OF SITE (ACREAGE) 0.73 LAND AREA OF SITE (SQUARE FEET) 31,752 GROUND AREA COVERAGE 1.3% Drawings Prepared by: Richard Macias, Owner Structural Calculations by: Thomas S. Podesta, Registered Professional Engineer, No. 30728 Only the 2001 California Building (CBC) and Electrical (CEC) Codes (adopted by the State of California as of November. 1, 2002) and amendments by local jurisdiction are applicable to this project. , 31JANUARY 2005 aW documents bow" this stamp have been acct w meeting the applicable provisions of California Code of Regulations, Tale 24. Acceptance is not approval to violate any applicable code: The plan review intuited the following subjects: (YIN) Structural Plumbing Fire Life Safety Energy Electrical Accessibility Mechanical Other Plan Reviewer Principal PlanReviewer Date �,�/ O. � L®t 71 (039-410-071) Butte Cuu_n_ty, California 95928 Residence ®f Richard & Patricia Macias NOTE: See the attached Residential Construction Re uirements. Pages MAR- 0 8 2005 —' aS0l'?7 e B U TT E-1 CL°ref 13 U 11— 0 1 N G 1.)1V1-31'0 K' 0 i s - 2 ;o �i II i • . • •• �'' G'�?r�r 1.iN� G� �-� C;�C.� f 1�r"`'a �, L.�GP�T�' I T PLANNIN DIVISION - BUILDING PLAN APPROVAL Use: Date: - I � — 7& l Parking:Iandscaping: . Other. Signature: BUTTE CO UNTY BUILDING DIVISION MAR 0 P sIT� P�►N out-Bualding Located at 59 Old Chic® Wad � � 1 W a 0 Q 71 N. c oc ml Z" GENERAL NOTES 1. All work to comply with 2001 CBC and all applicable codes-. 2. Contractor shall verify all conditions and dimensions at the site before proceeding with the work. All discrepancies or changes shall be brought to the attention of the Owner. 3. Foundation design as per Geotech and civil engineer requirements. 4.. Cement for concrete shall conform to ASTM C150. Aggregate shall conform to ASTM C33. The maximum size aggregate for concrete shall be 3/4'. Concrete shall have a compressive strength of 2500 psi after 28 days. 5. Protective covering for reinforcing steel: Footings, bottom ................. 3 inches Footings, side poured against earth ... 3 inches Footings, side formed ............. 2 inches Retaining walls ....... .... ..... 2 inches II conform to ASTM A615 rade 60 and shall be spliced with Class C lap at all 6. Reinforcing steel sha c 9 splices. Splices shall be staggered where possible. Horizontal bars terminating at a corner shall have a 90 -degree bend 12" long at the corner. Bars terminating at a wall or a footing shall have a 90 - degree bend 6" long. Reinforcing bars shall be supported upon a suitable device during the placing, of the concrete to ensure they remain in a true position. 7. Structural steel shall conform to the latest specification of the AISC and shall be A36. All connections shall be standard connections with 3/" high-strength bolts unless otherwise shown. Steel not embedded in concrete shall have two coats of rust preventative -paint. S. Wood shall be. Douglas Fir or Larch, -no. 2 or better for all joists, beams and posts. Studs may be No. 2 grade. All bolts or nuts bearing ori wood shall have washers. All mudsills shall be Redwood, foundation grade. 9. Schedule of minimum nailing: Joist To side of studs 8" or less.....................................3-16d - • To side of studs 10" and 12" ...................................4-16d To side of studs 14" and 16" ...................................5-16d At all bearings, toe-nail.......................................2-8d each side Studs To bearing, toe-nail...........................................2-8d each side Multiple studs, stagger for widths over 4.. ..........................16d @ 12" Blocking Between joist or rafter, to joist or rafter, toe -nail each side, each end.... 2-16d To joist or rafter bearings, toe -nail each side ....................... 1-16d Cross bridging between joist or rafter, toe -nail ..................... 3-8d Ribbons to studs 1" ribbons ...................................................2-8d 2"ribbons................................................... 2-16d Double top plates Lower plate to top of stud ...................................... 2-16d Upper plate to lower plate, staggered, min. 4'-0" :.................. 16d @ 18" Built-up Beams 12" or less in depth, staggered ................................. 20d .@ 12" More than 12", staggered .......... ...... ..................... 'h" bolts @ 24" Double joists under partitions, staggered .......................... 16d @ 12" Where blocked apart, at each block, each side ...................... 2-16d 10. Plywood shall conform to the specifications of the American Plywood Association and shall be structural II grade or better. Panel shall be laid with the face grain perpendicular to the joist or studs and all panels shall be staggered. Where edges of panels are not supported, contractor shall supply a piece of 2X4 blocking across the joint. 11. Gypboard shall be stalled with a 5d cooler nail @ 7° o.c. at all bearinc s, plates and sills. " Increase nail size to 10d when plywood is applied over Gypsum board. ** Double anchors for shear walls with plywood on both sides. ROOF & FLOOR PLYWOOD DIAPHRAGM SCHEDULE SHEAR WALL SCHEDULE Nailing Max. Horiz. Max. v Nailing " Plywood Simpson Bm-Floor Anchors Stud Thk Mark Shear # Ft. edges intermed (Struct. II) Reinf clip Blocking nail sill to :.8d @.6" 8d @ 6" ': 8d @ 10" 1/2" min. boundary edges intermed 10d @ 6" 10d @ 6" floor steel bolts 2X ': 1 260 8d @ 6" 8d @ 6" 8d @ 12" 3/8" - 1/2" L 50 all edges 16d @ 8" 5/8 @ 48" ................................................................................................................... 2X 2 3... 80 8d @ 4" 8d @ 4" .............................._............................................................ 8d @ 12" i 3/8" L 70 .................... ...... ;................................................. all edges 16d @ 6" 5/8 @ 36" ................................ .................. .................................. .............................. .............................................................. _................................... _ ...................._ .................... .................... ............ 2X 3 490 8d @ 3" 8d @ 3" 8d @ 12" 3/8" L 90 all edges 16d @ 4" 5/8 @ 24" 3X ......................... .................................. .............................. s 640 :.............................. 8d @ 2" 8d @ 2" ;.............................. _..............................._....................._ :.. 8d @ 12" 3/8" .. two L 90 ... ...................._ .................... all edges ` 16d @ 3"! ................ 5/8 @ 24" 3X ,.................................. ............................... 870 .............................. 10d @ 2" 10d @ 2" �.............................. _ 10d @ 12" ............................... _ .......................... two L 90.... 1 /2" (Struc. I) .......................... .................... all edges 16d @ 8" ... 5/8 @ 48" ......................................................................................._. @ 12„ : 75nails ..................................................._.........................._..............................._....................._ 5d cooler 5d cooler 5d cooler 1/2" gyp ........................ .................... ' i L50 @ 32"` all edges 16d @ 8" 5/8 @ 48" @ 4" nails @ 4" ` nails @ 12" Board " Increase nail size to 10d when plywood is applied over Gypsum board. ** Double anchors for shear walls with plywood on both sides. . I I TV,C WP L- -- ..... i _..._:..__._._......... ��.._.... BUILDING DIVISIUF - APPROVED 04 APPRO�D MAR 0 8 1005 STRUCTURAL 3 GENERAL NOTES & SCHEDULES ROOF & FLOOR PLYWOOD DIAPHRAGM SCHEDULE Nailing Location Max. v Plywood Grade rade Blocking Remarks boundary edges intermed Roof 130 :.8d @.6" 8d @ 6" ': 8d @ 10" 1/2" min. :Struct. II - - ....................................:..................................<...............................;...............................:............................ 2nd. 215 :.................................. 10d @ 6" 10d @ 6" `: 10d @ 10" ...................... 5/8" mins .......................>..........................;..............................................:.... Struct. II - - .................................... .......................................................................................................................................:.......................................i................................................... 1st. 285 i 10d @ 6" i 10d @ 6" 10d @ 10" 5/8" min. Struct. II - Case 'l placement . I I TV,C WP L- -- ..... i _..._:..__._._......... ��.._.... BUILDING DIVISIUF - APPROVED 04 APPRO�D MAR 0 8 1005 STRUCTURAL 3 GENERAL NOTES & SCHEDULES OUTBUILDING CALCS For: Richard Macias sheet CARPORT & OUTBUILDING CALCS For: Richard Macias r sheet 'LOT 71.- 59 Old Chico Way, Butte County CA 224 Twin Peaks Blvd. LOT 71 - 59 Old Chico Way, Butte County CA 224 Twin Peaks Blvd. assessor's Parcel Number: 039-410-071 San Francisco, CA 94114 Assessor's Parcel Number: 039-410-071 San Francisco, CA 94114 ��� december 2004 415 - 6641042 8 December 2004 415 - 6641042 `;I-ATERAL Fro 09 0(- _� PaoF - 20"x y-0' x (. — 1200 0 ?� �' cam` PovF WPcr;` 011- 20 (4-'t 2- x 16 = 1216O - — _ = Awl _+9 -- 21-160 �� i-------- --11 2- x 21H60 -1f832 IIS Z _ (I V :if w1t✓A FTKGE_ !�' pJ I i . J l �4 W f i✓ 0 � Fob 64F— 2 a 20/�1i' O SII I I �IC3. 3 s '' ouT- - � I I I I — ►1� us 16-�:L— Rw2- -s ` awl-- 59 Zq?4�9� _ /56 26o JUN �wZ 59 4f L-7 a 156 1 260 3 Rw�-�l9;'ti 156 d 260 Awl 'TIE-�o�.iNS f -71?0, W-75 Tl�-Oti G PAZ = 2? 9S 6 94' Z� o Z x u' RaoF FAP-,M (fu r Itv s f�� N 2 I. E 1 !�36 38 x= =j920 l,O�x 52 69 sppo4 - 2 0` w z X 2 3�. MVM $ 5•-8l KR = 3x �+E.T 8 J = 3 2 11'2 s RkP,o - 3 x 20" 12�� .�q-65 ;> 5158 79 " 2 µ'7Z x to 9' U5� Hp• 6P� dN 2 -ZxrJ 1�3Sox (d�. Rw 3 Rw� BAPPRORD 29?0 B UTTEH C0 N'TY w�zts rvQ '1'JE-SNS k���I�, G MAR 0 2005 BUILDINGI APPROVEDWILLVAIN �i N 3m W 1 Z91 W 0 �Lk 3 Y ,oz r ,oi� 9 N 3m