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040-590-003
,� ,: - ., , :f °,. • '� ' ., ', �� ., ., � .._ .. s. � .r y,.,', NOTES DLe " 7 -P -&t f I, 9 // b� i 11v &gece RESIDENTIAL- 046-590 ESIDENTIAL: v�'" 2ZE�r8 040-590-003 �7ELASQLIF AUGIE L yq3(p FERSON AVE., DURHAM CONT. OWNER W SINGS AMI WITH GARAGE" r OFRCE COPY GAS a Meter By Date ELECTRIC ' I 1 / Meter By ' Dat le� ` G. 0 ►(��=r.-. Gcs ezaR t c- "-SPECIAL CONDITIONS "- i, CHECKED, BY 1 ('FLOOD CERTIFICATE`•RE.Q: FIRE SPRINKLERS REQ - SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS, ".SUB -STANDAR D-HOUSING,LETTE'R 1. OJ f ~ JOB FINALED (Date) Signature ���� `•/-�s� l �7 /� �� !� ,q p `may' ;`Js-.Yv'.7 �':. �• r�. d='"r; ,y * . RESIDENTIAL- 046-590 ESIDENTIAL: v�'" 2ZE�r8 040-590-003 �7ELASQLIF AUGIE L yq3(p FERSON AVE., DURHAM CONT. OWNER W SINGS AMI WITH GARAGE" r OFRCE COPY GAS a Meter By Date ELECTRIC ' I 1 / Meter By ' Dat le� ` G. 0 ►(��=r.-. Gcs ezaR t c- "-SPECIAL CONDITIONS "- i, CHECKED, BY 1 ('FLOOD CERTIFICATE`•RE.Q: FIRE SPRINKLERS REQ - SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS, ".SUB -STANDAR D-HOUSING,LETTE'R 1. OJ f ~ JOB FINALED (Date) Signature ���� ./ = OK 1. 0 = Not OK 2. - = Not Applicable MOBILE HOMES = Not Ready Gas; MH Test -Demand -Valve -Connector Date MOBILE HOME UTILITIES (Plans) OK except #'s 5. 1. Zoning Requirements -Setbacks -Easements 6. 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ff. / P Nat. or / /"L"ft./ PLPG 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 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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 in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date ' Card B-1 Date Card B-1 Date Card.B-1 Date Card B-1 V= OK 0 = Not OK c " - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Ready Date dgrfIoor (Plans) OK except #'s Zo ' g -Setbacks- Ease ments-Flood- Slope gin; Soils-Elec. Grnd.-//2 /" Ftg. Depth 3" g., Garage; Soils-Steel-Elec. Grnd.-/4-Zf' Ftg. Depth Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold s and Special Anchors _6 ( lab, Steel -Wrapped 8. Pi -Fireplace Ftg.-Steel 19-"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- Vent s-Crippies 15. Access & Ventilation 16. Insulation 5 4 Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing, Date'_ 15-,/,) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PZUIVIBING (Permit) OK except #'s 62. �.467 Htr.; Vent -Access -Combustion Air Baffle Wate pe; Test & Anchor -Nail Protection Datev-1 - W.V.; Test Fittings & Anchor -Nail Protection 20. 21. Shower Pan; Test, First Floor -Tub Access Te ub & Shower, Second Floor -Tub Access 22" -Gas Pipe; Sixe & Anchors x teps-Door & Sidelight Protection -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL TRICAL (Permit) OK except #'s 60 ix e & Transformer Clearance -Ins. Protection f Ie_c, eceptacles Spacing -Lights & Switches at Doors_ . Size x s & No. of Conductors Stapled ?6. o x Installed Close to Edge of Studs & C.J. wt-. Equi pound made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size / flga. Cu 2W.C. Wire Size / / ga Cu or At Cu or A Oven Circ. / / ga Cu or At Range CAc'11614 / �ga - Insulated Neutral 4& -'?'es ❑ No 31. Se e- iser Conductors & Ground Main Disconnect 75. E earances Panels-Motors-Mech. Equip. (3!2. C es Closet Light -Shower Light -Spa Light -oke Detector Date Card B-1 Date Card B-1 Date Card B Date Card B-1 Date CHANICAL (Permit) OK except #'s cts Insulation & Support 36. V t Fen, Exhaust above insulation C d nsate Drain & Overflow, Size & Grade F rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic F' eplace Ties or Type A Flue -Fireplace Throat Clearance Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 55. 419_1;roper Materials & Anchors, 56. Wall uds-Nailing Spacing & Braces -Plates -Sound 57. ing Walls over Girders & Floor Nailing. •, tt Stop in Walls (rat proof) 5 4 Fi Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing, Date FRAMING (Continued)- ngers-Post Caps -Anchors -Connectors ng. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting. -Rfng. F' eplace Ties or Type A Flue -Fireplace Throat Clearance Attic cess; Size & Romex Protection -Draft Stop -Ins. Baffles rm. Windows or Exiting Doors -Sill Ht. & Dimensions 'K--P'r3pedy Garage Fire Protection Framing Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 5 mg Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls- indows Datev-1 - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s x teps-Door & Sidelight Protection -Landings Detector 6 urnace Vents -clearance -Comb. Air -Connector - In rage; Above Floor-Ducts-Mech. Protection edroom Exiting 60 G.F I. & Bath Fixtures & Tub Access -Spa f I rim & Subpanel, Breaker Sizes & Labels rs & Rails Q Fir ace or Stove, Clearance -Hearth wt-. Outlets at Wood Panel, Int. & Ext. Kit. t. & Appliance; Ground -Air Gap -Cooking Clearance 7 le utlets & Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closure 75. kgeOuct in Garage -Damper tr. Htr Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor-Mech. Protection ., Elec. & Mech. Equip. Listed for Location EI . Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle3rennce Looked under Floor O Yes ollowing Instld./Drive �J No/Walks es J No/Planters' es J No 83. Stu Brown -Finish C isconnect, Electrical -Plumbing is Abqve Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Wa Well, Disconnect, Electrical, Plumbing xter' EI -Trim, G.F.I. Receptacle -Underground en on Throughout House las r ection 9 o ctions from Previous Inspections Gas Te Meters Tagged, Gas -Electric 92. W r & Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates r Address Posted Date - Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: A INTER-DEPARTMENTAL MEMORANDUM BUILDING DI FISION, O VILLE " kD� FROM: ENVIR. HEALTH, CFII �. DATE: RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR:o OWNER NAME: , ��- SEPTIC: �- WELL: GDT AP#: /r� J �D JADRESS/LOCATION: 112!� D� Comments: GUmemos/mleasehold k CJ,OUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE V� 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 notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i 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 02 2268 ASSESSOR PARCEL NUMBER 040-590-003 ZONING A-20 BUILDING PERMIT OWNER O� P7 TELEPHONE SQ. FT. OCC. BUILDING VALUATION _349-6971 t OW 'S MAILING ADORE S PO Box 136 Chico CA 95927 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 1468/2 $ 734.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 9936 Fe son Avenue D Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDrWSIO SNAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other s'� PEC Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ R Describe Work: Permit—to ena„W Bpi 01-1069 Gas piping sy2tern 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�ooA OS DESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 1211, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) B' 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 provisi s. X '� Date 9-2® —6 Z Signatu of pplicant �6wn ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction structures over 3 stories in height. TO Main Service 200A 1000A 46.00 NEW CONSTDWELLING . CUP. SO OCCU OR ADDNS. ( & ACC. BLDS. 3.5¢FT: NOµpeSID. T.MULTI.OUgcUITSTLET @7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES SAL @ .SO Ex. Occu . o S -Ra p,o� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 7*4.00 HAZ. p. FEES II CDF I PARCEL HD 5SU This permit is hereby issued under the applicable provisions of the Butte County Cod and/or Resolutions to do work Jindicatedabove for w z fes have been paid. ,/1.of Date 00L 4 PERMIT EXPIRES ON 0ZJ13 I Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (S y 57EN1.... -- /) CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page I of 7) CF4R 11&A.SQJZ-Z Sin�vC� t? -15--63 Project Title Date '?q3& FEet.Sw AvEAiinr Project ddress Builder Name Project yE f ((.CEZ Z.S-- &q"7 CB a/SngL44 Builder Contact Telephone Plan Number HERS Rater Telephone 9'1s- 3 Certifyinf S gnature Date Street Address: '`LyI�IQNZA IT/� __5T6 9 Copies to: Builder, HERS Provider Sample Group.Number Sample House Number HERS Provider: C /-f�,�s City/State/Zip: 14,0. d% . !FfV 2K, HERS RATER COMPLIANCE STATEMENT The house was: Tested ❑ Approved as part of sample testing, but was not tested As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form comply with the diagnostic tested compliance requirements as checked on this form. The installer has provided a copy of CF -6R (Installation Certificate. Distribution system is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts) Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT .Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Measured Duct Pressurization Test Results (CFM @ 25 Pa) values Test Leakage Flow in CFM If fan flow is calculated as 400cfm/ton x number of tons enter calculated value here If fan flow is measured enter measured value here Leakage Percentage (100 x Test Leakage/Fan Flow) _ Check Box for Pass or Fail (Pass=6% or less) �� ❑ Pass Fail ❑ THERMOSTATIC EXPANSION VALVE (TXV) ❑ Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection Yes is a pass ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT I ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual installation matches values in CF -1R and design on plan. , 2. ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -1R. Measured Fan Flow = Yes for both land 2 is a Pass Compliance Forms August 2001 ❑. ❑ Pass Fail ❑ ❑ Pass. Fail A-16 INSTALLATION CERTIFICATE (Page 3 of 13) CF -6R 9930 F6C5ON AV& --DLI,e Am Site Address . Permit Number '02,— DUCT pZ_DUCT LEAKAGE AND DESIGN DIAGNOSTICS PDUCT LEAKAGE REDUCTION PressunzahonTest Results (CFM @ 25 PA) n , Test Leakage (CFM) �f Fan Flow If Fan Flow is Calculated as 400 cfm/ton x number of tons, or as 21.7 x Heating Capacity in Thousands of Btu/hr, enter calculated value here If fan flow is measured, enter measured value here Leakage Fraction = Test Leakage/(Measured or Calculated Fan Flow) =� Pass if leakage fraction:5 0.06 ❑ Pass Fail ❑ For AEROSOL TYPE SEALANTS ONLY - The following diagnostic testing was completed: Duct Fan Pressurization at rough -in measured leakage (CFM) CHECK AFTER FINISHING WALL: ❑ Yes ❑ No ❑ Pressure pan test or House pressurization test ❑ Yes ❑ No ❑ Visual Inspection of Duct Connections ❑ ❑ Pass Fail ❑ THERMOSTATIC EXPANSION VALVE (TXV) ❑ Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection ❑ ❑ Yes is a pass Pass Fail ❑ DUCT DESIGN 1 ❑ Yes ❑ No ACCA Manual D Design calculations have been completed, Duct Design is on the plans and duct installation matches plans. 2• . ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -1R. Measured Fan Flow = ❑ ❑ Yes for both 1 and 2 is a Pass Pass Fail XI, the undersigned, verify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider.a copy of the CF -611 signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.] Je--- i,5-,03 Aziz OZ� As'QaE z Tests S• a e, Date InstallingSubcontractor (Co. Name) OR Performed General Contractor (Co. Name) COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy Compliance Forms August 2001 A-25 V. ` (-5-Y,5-7&ln 1e- ) CERTIFICATE OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (Page 1 of,7 CF411 Project Title S'9 3 ( h5-&,oA/ Ave — DURA, n Project As s Builder Contact Telephone HERS Rater Certifying Firm: Gd Telephone Date Street Address:�� y j,QIVV,Q Builder Name (' v: STS) - Plan Number Sample Group Number Sample House Number, HERS Provider: C,41I2t , City/State/Zip: _ CA%%EI'b j Q Copies to: Builder, HERS Provider ITERS RATER COMPLIANCE STATEMENT , The house was: Tested ❑ Approved as part of sample testing, but was not tested . As the HERS rater providing diagnostic testing and field verification, I certify that the houses identified on this form comply with the diagnostic tested compliance requirements as checked on this form. The installer has provided a copy of CF -6R (Installation Certificate. �. Distribution system is fully ducted (i.e., does not use building cavities as plenums or platform returns in lieu of ducts) Lae Where cloth backed, rubber adhesive duct tape is installed, mastic and drawbands are used in combination with cloth backed, rubber adhesive duct tape to seal leaks at duct connections. it MINIMUM REQUIREMENTS FOR DUCT LEAKAGE REDUCTION COMPLIANCE CREDIT Duct Diagnostic Leakage Testing Results (Maximum 6% Duct Leakage) Duct Pressurization Test Results (CFM @ 25 Pa) Measured values Test Leakage Flow in CFM T 7 If fan flow is calculated as 400cfm/ton x number of tons enter calculated / / value here tt7 If fan flow is measured enter measured value here Leakage Percentage (100 x Test Leakage/Fan Flow) =.10 Check Box for Pass or Fail (Pass=6% or less) ❑ Pass Fail ❑ THERMOSTATIC EXPANSION VALVE (TXV) ❑ Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection Yes is a pass ❑ MINIMUM REQUIREMENTS FOR DUCT DESIGN COMPLIANCE CREDIT 1 ❑ Yes ❑ No ACCA Manual D Design requirements have been met (rater has verified that actual installation matches values in CF -1R and design on plan. 2. ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -1R. Measured Fan Flow = Yes for both 1 and 2 is a Pass 1: . ❑ Pass Fail ❑ ❑ Pass Fail Compliance Forms August 2001 A-16 V 66ysn'ry'n-9 ?J INSTALLATION CERTIFICATE (Page 3 of 13) CF -6R q934, Site Address C -Permit Number OL Z Z /p DUCT LEAKAGE AND DESIGN DIAGNOSTICS DUCT LEAKAGE REDUCTION Pressurization Test Results (CFM @25 PA) Test Leakage (CFM) Fan Flow If Fan Flow is Calculated as 400 cfm/ton x number of tons, or as 21.7 x Heating Capacity in Thousands of Btu/hr, enter calculated value here If fan flow is measured, enter measured value here Leakage Fraction = Test Leakage/(Measured or Calculated Fan Flow) Pass if leakage fraction <_ 0.06 ❑ Pass Fail ❑ For AEROSOL TYPE SEALANTS ONLY - The following diagnostic testing was completed: Duct Fan Pressurization at rough -in measured leakage (CFM) CHECK AFTER FINISHING WALL: ❑ Yes ❑ No ❑ Pressure pan test or House pressurization test ❑ Yes ❑ No ❑ Visual Inspection of Duct Connections ❑ ❑ Pass Fail ❑ THERMOSTATIC EXPANSION VALVE (TXV) ❑ Yes ❑ No Thermostatic Expansion Valve is installed and Access is provided for inspection ❑ ❑ Yes is a pass Pass Fail ❑ DUCT DESIGN 1 ❑ Yes ❑ No ACCA Manual D Design calculations have been completed, Duct Design is on the plans and duct installation matches plans. 2. • ❑ Yes ❑ No TXV is installed or Fan flow has been verified. If no TXV, verified fan flow matches design from CF -1R. Measured Fan Flow = ❑ ❑, Yes for both 1 and 2 is a Pass Pass Fail I, the undersigned, verify that the above diagnostic test results and the work I performed associated with the test(s) is in conformance with the requirements for compliance credit. [The builder shall provide the HERS provider a copy of the CF -6R signed by the builder employees or sub -contractors certifying that diagnostic testing and installation meet the requirements for compliance credit.] �-J5 03 Tests SigV, Date Installing Subcontractor (Co. Name) OR Performed General Contractor (Co. Name) COPY TO: Building Department HERS Provider (if applicable) Building Owner at Occupancy Compliance Forms August 2001 A-25 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pastes 1 - 7. O.M.B. No. 3067-0077 Expires July 31, 2002 I SECTION A - PROPERTY OWNER INFORMATION I For Insurance Company Use: BUILDING STREET ADDRESS (InclUdin Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO.Company NAIC Number �13 6`'2So pt D CITY TATE ZIP CODE PRPPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE LJ GPS (Type): ( ##° - ##'- ##.W or ##.###q#°) P6 NAD 1927 U NAD 1983 �0 USGS Quad Map U Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2. COUNTY NAME B3. STATE 64. MAP AND PANEL B5. SUFFIX B6. FIRM INDEX B7. FIRM PANEL B8. FLOOD 69. BASE FLOOD ELEVATION(S) NUMBER c DTE EFFECTI E/REVISED DATE ZOO (S) (Zone AO, use depth of flooding) 06 e-S2o 14 74-2� a iu. indicate ine source or the tease Flood Elevation (t3f-L) data or base flood depth entered in B9. 1_1 FIS Profile 17N4 FIRM 1_1 Community Determined 1_1 Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: (4 NGVD 1929 1_1 NAVD 1988 1_1 Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? U Yes W No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_lConstruction Drawings' I_lBuilding Under Construction' Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number _J— (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum 9U(.•�t!/� Zi Conversion/Comments Elevation reference mark used P—m 63 Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1_1 No O a) Top of bottom floor (including basement or enclosure) _-7 (m) a O b) Top of next higher floor �✓ _ ft.(m) j— 58- O c) Bottom of lowest horizontal structural member (V zones only) _ ft. (m) O d) Attached garage (top of slab) N /1 $ O e) Lowest elevation of machinery and/or equipment w servicing the building 1-7b >0 ft.(m) 1� CE O 16 O f) Lowest adjacent grade (LAG) % %� ft.(m) Z (rrsry�py O g) Highest adjacent grade (HAG) 1 '7 '3 �� ft. (m) - N e1V1L a�! O h) No. of permanent openings (flood vents) within 1 ft. above adja ent grade A .2 4FFO�O ®4� O i) Total area of all permanent openings (flood vents) in C3h /� sq. in. (sq. cm) aw SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. / certify that the information in Sections A, B, and C on this.certiricate represents my best efforts to interpret the data available. l understand that any false statement may be punishable by rine orimprisonment under 18 U. S. Code, Section 1001. x LICENSE NUMBER I 6< eve 6 c,� �xP /26" Ay TILM Y rE E14_2 eel_ P6 t30,DE �� �;��s� sae X �24� CT��_���_� -913 FFMA F(irm R1AA1 AtJr 49 SFF RFVFRSF Slr)F FOR rONTINUATION RFPI AC:FS Al I PRFVIOtJS EDITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. I For Insurance Company Use: BIQILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0. I Policy Number cl STATE ZIP CODE I Company NAIC Number ceq— SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. u 1_1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number / (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is 1_1 Z�ft.(m) I-1 f�lin.(cm) 1 above or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1_I_I ft.(m)1-1_lin.(cm) above the highest adjacent grade. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1�l Yes 1-1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S, REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. Rip: 1-1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone A0. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: 1_1 New Construction 1J Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: _ft.(m)Datum: LOCAL OFFICIAL'SNAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE MMENT 1_1 Check here if attachments FFMA Fnrm R1-31. AUS 519 RFPI ArFS Al I PRFVIOL)S FnITIONS FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE O.M.B. No. 3067-0077 Expires July 31, 2002 Important: Read the instructions on pages 1 - 7. SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING STREET ADDRESS (Includin Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ompany NAIC Number 51i 3� G 2 Fsord leo4 D C CITY STATE ZIP CODE .I moi-! P,ln C.A lq`39' PR PERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Pdli 04-6— <901--00.3 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section if necessary.) LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM:SOURCE: LJ P (Type): ( ##° - ##' - ##.##' or ##.#####°) NAD 1927 L_I NAD 1983 USGS Quad Map U Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER I B2. COUNTY NAME I B3. STATE RO ' / NUMBER G DATE EFF�D DATE ZONE(S) (S) 2D CI�� //I 6/-;/-9Ii0 sy. UA,)t r -L000 tLtVA1IUN(S) (Zone AO, use depth of flooding) B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. 1_1 FIS Profile 1_�J FIRM 1_1 Community Determined 1_1 Other (Describe): B11. Indicate the elevation datum used for the BFE in 69: �4 NGVD 1929 1_1 NAVD 1988 1_1 Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? IJ Yes W No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 1_1Construction Drawings' 1_113uilding Under Construction' �jFinished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number j (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used gm 63 Does the elevation reference mark used appear on the FIRM? 1_1 Yes 1_1 No O a) Top of bottom floor (including basement or enclosure) _�� /�, O� ft.(m) O b) Top of next higher floor �✓ _ ft.(m) " �� O c) Bottom of lowest horizontal structural member (V zones only) _ ft. (m) O d) Attached garage (top of slab) JV,/,�l_ . _ ft. (m) 8 O e) Lowest elevation of machinery and/or equipment W 'a servicing the building 17(0 >0 ft. m X O O f) Lowest adjacent grade (LAG) 17.4 0 ft.(m) z' too t;1= 21016 • � ( ) Expiros 12-31-05 � O g) Highest adjacent grade (HAG) j'7 .� �� ft. (m) . O h) No. of permanent openings (flood vents) within 1 ft. above adja ent grade !�//� J�° O N, CP i) Total area of all permanent openings (flood vents) in C3h x sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. ! certify that the information in Sections A, B, and C on this.certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U. S. Code, Section 1001. s J2i S,5v LICENSE NUMBER C /Z��a�b TI L �� )Y NAME - I NA UTELEPHONE y b . ---5 2—g-7 R T /! FFMA Form R1-11 AUG A4 SFF RFVFRSF SInF FOR rONTINt1ATION RFPI ArFS Al I PRFVIOt1S FnITIONS IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: B ILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Policy Number 9 7s G,2Sc5 0 Rolf;') SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS 1 Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. E1. Building Diagram Number j (Select the building diagram most similar to the building for which this certificate is being completed – see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is L12 (ft.(m) I—I�Jin.(cm) J_Xabove or 1_1 below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I-1-1 ft.(m)1-1-1in.(cm) above the highest adjacent grade. E4. For Zone AO only. If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1� Yes 1_1 No 1_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S. REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. 9) daY 3 21�-9 IJ 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. 1_1 A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. 1_1 The following information (Items G4 -G9) is provided for community floodplain management purposes. G7. This permit has been issued for: 1_1 New Construction I I Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: —ft. (m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS I Check here if attachments FFMA Form 111-31. AUG A9 RFPI AC:FS Al I PRFVIOt1S FDITIONS -"' Y: FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 NATIONAL FLOOD iNSURANCE PROGRAM Expires July 3t., 2002 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 7. SECTION A -PROPERTY OWNER INFORMATION Forfris�ran:ce'Compariy�Else;.�'a::,: BUILDING OWNER'S NAME Pctic:tJuiTiber :: AUGIE VELASQUES BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. ;Comparsy.N SIC: Nurritset:';:>.?'`_t;>>'s ?:: CITY STATE ZIP CODE DURHAM 95938 PROPERTY. DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-590-003 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc. Use Comments section it necessary.) RESIDENTIAL LATITUOE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: E—I GPS (Type): or ##.# °} L_I NAD 1927 I_I NAD 1983 LI USGS Quad Map (_I Other: SECTION B -FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP COMMUNITY NAME 2 COMMUNITY NUMBER 82. COUNTY NAME 83. STATE BUTTE COUNTY UNIN. 060017 1 BUTTE CA 64. MAP AND PANEL 85. SUFFIX B6. FIRM INDEX 67. FIRM PANEL 68. FLOOD B9. BASE FLOOD ELEVATION(S) NUMBER DATE EFFECTIVE/REVISED DATE ZONES) (Zone AO, use depth of flooding) 0600700520 C JUNE 8, 1998 JUNE 8, 1998 AO DEPTH = 1.0' B10. Indicate the source of the Base Flood Elevation (8FE) data or base flood depth entered in 89. {,I FIS Profile LX I FIRM �I Community Determined LI Other (Describe) 811. Indicate the elevation datum used for the 8FE in 89: Ll NGVD 1929 L_I NAVD 1988 I I Other (Describe): 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? I J Yes LI No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LXIConstruction Drawings' (_I8uilding Under Construction' I_IFinished Construction "A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram'Number I (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3.. Elevations — Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, AR/AE, AR;A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the SFE in Section 8, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Elevation reference mark used RM 63 Does the elevation reference mark used appear on the FIRM?, ❑ a) Top of bottom floor (including basement or enclosure) 175 .8 ft.(m) O b) Top of next higher floor _ ft.(m) ❑ c) Bottom of lowest horizontal structural member (V -zones only) ft.(m) O d) Attached garage (top of slab) 174 2R. Q e) Lowest elevation of machinery and/or equipment w G �m servicing the building 175 .S ft.(m) F E ❑ f) Lowest adjacent grade (LAG) 173 .0 ft.(m) z' Ct g) Highest adjacent grade (HAG) 173 ft.(m) ❑ h) No. of permanent openings (flood vents) within 1 ft, above adja0cent grade 31 p I) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) 1I Yes I -I No FESS/pN S Apt IR 34 57)): 5"'-3-?! 9F C SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION H.C.E. 34257 This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information / certify that the information in Sections A, 8, and C on this certificate represents my best efforts to interpret the data available. 'understand that' any false statement may be punishable by {na _- imY(ic�nmen. :.��� r t 8 r r.S. Ccce, S1��i. CERTIRER'S NAME MARK ADAMS LICENSE NUMBER RCF, 34257 TITLE COMPANY NAME NORTHSTAR ENGINEERING CIVIL ENGINEER ADDRESS CrY STATE ZIP CODE 20 DECLARATION DRIVE CHICO CA 95973 SIGNATURE S!�530 DATE TELEPHONE 5-2-01 (5301893-1600 Pr -ML Fnrm A1_11 At Ir:.QQ C; Pp\jPP.z = CIr1G 1=r1R r..ONTIMI IGTIr)hJ RFPI Ar:F�, At t Ppr-vin1 IC r-n(TIrlUC IMPORT -ANT: In these spaces, co the corresponding copy p g information from Section A. Fbt;Jnsurarlce':CRmpariy'Efse:;;;;- BUILDING STREET ADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE ANO BOX NO. .Pottcy;Number CITY STATE 23P CODE zCompanyNALC`:•Flumber <sl a?'si-; DURHAM - CA � 95938 ..... ..................:>»�,. __.._.._ _..>�s.::..:_. SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION '(CONTINUED) Copy both sides of this Elevation Certificate for (1).corrtmunity official, (2) insurance agent/company, and (3) building owner. COMMENTS TBM: '/z" REBAR 100'+/- SOUTH OF BLOSSOM AND 80'+/ -'EAST OF FERSON AVENUE. ELEVATION = 173.29 - 31 FLOOD VENTS AT 14"x6" LOCATED AROUND GARAGE WITHIN 12" OF FINISH GRADE. =' ALL TOILETS AND PLUMBING FIXTURES MUST BE ABOVE'AN ELEVATION OF'174.8 I I Check here if attachments SECTION E -BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without 8FE), complete Items E1 through E4. If jhe Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. IV E1. Building Diagram Number ' (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or. photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is LLI ft.(m) LLIin.(cm) LI above or LI below (check one) the.highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LLI ft.(m) L_Llin.(cm) above the highest adjacent grade. E4. For Zone AO,only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I_I Yes LI No I_I Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A, 8, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS Check here if attachments SECTION G7 COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete: Sections A. B, C (or E), and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. G1, LI The information,in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor; engineer, or architect who is authorized by state or local law to certify elevation information- (Indicate the source and date of the elevation data in the Comments area below.) G2. I A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. I -I The following information (Items G4 -G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER GS. DATE PERMIT ISSUED G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY I ISSUED G7_ This permit has.been issued for. LI New Construction I_I Substantial Improvement G8.. Elevation -of as-buift lowest floor (including basement) of the building is: _ ft.(m) Datum: G9. 8FE or (in Zcne:;0) ueptti or flooding at the building site i3: f.(rn) Dztum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME ' SIC -NAT COM.10ENTS TELEPHONE D:; I r Check here if attachments 1 •A 1d CertainTeed M Builders Statement lnsulSafe 4 Fiber Glass Blowing Insulation UG icy Homeownel Name / Job��ite Name �3 (o /—er_sor� m ddress Z - BAGS PER 1000 SQ. FT. Installer/Contractor (sign) Company Name Date Bags per 1000 sq. ft. of net area: Contents of bag should nut cover more than: (sq.'fL) Weight per sq. fL of installed insulation should not be less than: Obs.) Builder (sign) Company Name Date 27: 0.986 22 Inspected By (sign if required) 29.6 Date R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should nut cover more than: (sq.'fL) Weight per sq. fL of installed insulation should not be less than: Obs.) Should not be less than: On.) 60 36.5 27: 0.986 22 49 29.6 34 0.800 181/2 44 26.4 38.. 0.712 163/4 38 22.8 44 0.615 143/. 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 • 77 0.353 9 19 1.1.1 90. 0.301 T/2 13 7.7 129 0.209 51h 11 6.6 151. 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION - . • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. ' '• • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT'3VERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAL4(.1)' BAGS USED BATTS/ROLLS (✓) CEILINGS / WALLS FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION - . • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. ' '• • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES—TO PREVENT'3VERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 1/02 c GOU4TY 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.=' ASSESSOR PARCEL NUMBER 040-590-003 ZONING ;� z-2 BUILDING PERMIT OWNER AUGIE VELASOUEZ TELEPHONE SO. FT. OCC. BUILDING VALUATION 41b8 2b2 584. 00 OWNER'S MAILING ADDRESS EO BOIL 136, CHICO 95927378 U; 8.316.W CONTRACTOR'S NAME OWNER TELEPHONE 1594 U 4 1020 G-132260,00 CONTRACTORS MAILING ADDRESS 142 C 1.976.00 CONSTRUCTION LENDER Fireplace A 3,000.00 LENDER'S MAILING ADDRESS Total Valuation Is 330,Rm nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 1448.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ o4l.7n BUILDING ADDRESS )Q36 PERSON AVE, DTIRRAM.Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $4-1 2n LOT NO. SUBDNSIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Q.' Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 181 7.00126-M Solar or heat pump water heater 23.00 Water piping 15.00 � Each as water heater or vent 15.00 TYPE OF WORK New O Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF W/GARAGE & OFFICE Gas piping stem 1 - 5 outlets 15.00 t 1 Buildin sewer 15.00 nn Mobile Home ISI GI W1 @20.00 PERMIT FEE S 2 • ELECTRICAL PERMIT Filing Fee 20.00 EOOV LESS Main Service zooA OR oR LEss 23.00 Z3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license IS In full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 2-1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service zooA To X000A 46.00 NEW CONST. DWELLING occUP. ( ORw 3.5QSo q CONST. MUL�Tcou�TLSS. NON-RESID. 97.50 FOWER APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FIXTURES @ I .50 BAL @ .50 Ex. Occup. o xuxEED AM-.,0EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 2 115.00 30.00 Cooling 5.00 30.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 PERMIT FEt $ 95.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 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 �f KaG/ Slgnatuy p lice ® ,'f -' Owner ❑ Contractor [3 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction"r of structures over 3 stories in height. RFU' ur. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN TOTAL FEE $ 3048.20 HAZ. X D. FEES IMP FLOOD AO CDF X PARCEL X PD X HD x ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated,above for 4ich fees have been paid. p a �f. `�*#j�.'.� By Date PERMIT EXPIRES ON+ Date p a .r ReceitNo. .`° r` tryf WHITE-D.D.S.-B.D. CANARY -ASSESSOR/ `"PINK -INSPECTOR ' ` GOLDENROD -APPLICANT COUNTY OF BUTTE'' ^-^ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 _+? 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE �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 notice this office when correction of worois i comp ted. If you have any questions pertaining to this matter, or need additional explanation ple a contact this office immediately. ti )�42 ✓td x� "f^ 41 _t7 �t .f Date t 1 -� r�Inspector REV 10/92 I F COUNTY OF BUTTE ........ BUILDING DIVISION 'DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2151 7 County Center Drive * Ciroville, CA * (530)'538-7541 CORRECTION NOTICE 11111W OVVNER PERMIT NO. 'a A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is ; ,Jj completed. If you have any questions pertaining to this matter, or need additional explanation, — please contact this office immediately. Ca�,4yl",VT &-r jo r o f f2l?/"1 11 7q 4T, _-X :t j,r v �� - -n.' • .-r-ti-f-s'd' � .-...-....-...: - .. - .-. .rr-- •cc�/zS�y;.,e,4�� COUNTY OF BUTTE BUILDING DIVISION ` 4 DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 8W2751 7 County Center Drive • Oroville, CA • (530) 53877541 IA CORRECTION NOTICE 1�?�SQ��"z OWNER PERMIT NO. f A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. J v OIL 16,113:e 4l t�lpG' 101(o l/%L 107111t6viat, REV 10/92 G Inspector '49G1 N l ?, `y J. Date _ ( / Inspector, ' REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES , 411 Main Street • Chico, CA • (530) 891-2751: >; 7 County Center Drive • Oroville, CA • (530) 538-7541, CORRECTION NOTICE OWNER` PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances"exist at the w above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional.explanation, +r please contact this ce immediately. o 14 v/ vtx/&L, Fzw 64(16- Gam, N l ?, `y J. Date _ ( / Inspector, ' REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 3 , 0• (Rev. 12/96) APPLICATION AND PERMIT 19,410. Ln `� ASSESSOR PARCEL NUMBER 040-590-003 ZONING BUILDING PERMIT OWNER AUGIE VELAS UE'L TELEPHONE 3 5-69714168 SO. FT. OCC. BUILDING VALUATION R 262,584.00 . OWNER'S MAIUNG ADDRESS PO BOX 136, CHICO 95927 378 U_ 8,316.00 CONTRACTOR'S NAME OWNER TELEPHONE 1894 U 41,668.00 1020 C 13,260.00 CO MAILING ADDRESS 142 C 1,976.00 CONSTRUCTION LENDER Fireplace A LENDER'S MAILING ADDRESS Total Valuation Is 330-804-00 ARCHITECT OR ENGINEER LICENSE N0. Fee $ 20.00 -Filing Permit Fee $ 1448-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 941 90 BUILDINGADDRESS Energy Plan Checking Fee $ 23-00 PERMIT FEE $ LOT NO. SUBDNLSIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF IR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 18 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15 00 Each gas water heater or vent 15.00 TYPE OF WORK New R Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SF W/GARAGE & OFFICE Gas piping stem 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home S G W (a�20.00 PERMIT FEE S 206.00 ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service OOzolAOV OR OR LESS 23.00 3.00 LICENSED CONTRACTOR'S -DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law foythe following reason: 0 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so CISU000A NEW CONST. DWEwNo occuP. W:0 OR ( 3.5QF°. 0 1) CrIZ CZ NEW CONST. MUL"cTcou�rl�sT NON-RESID. CuTS @7.50 POWER APPARATUS 8 SINGLE OUrLET CIR. EX. OCCu OUTLET OR FIXTURES .00 BAL @ I.w Ex. Occu . oFIx�LEED A .n.OERA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 i Misc. Wirina 23.00 IF PERMIT FEE $ 268.5 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the- performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 2 115.00 30.00 Cooling 2 15.00 30.00 Hood 6.50 .50 Ventilation 2 4.50 t PERMIT FEt $ 95-5 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) a-1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ` Date 6 -'/ .� �4 Q�d Signa u o p ican Owner ❑ Contractor ❑ Agent An OSHA permit is req r for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 CONST. TYPE VN TOTAL FEE $ HAZ. D. FEES IMP FLOOD 0 CDF PARCEL PO MD ISSUE This permit is hereby Issued under of th utte County ode and/or in ate b for rich fees have By Wate PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 1/7 0r/ L3 ;!� ete Receipt No. 314961/$898.60 i� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD- APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDIN&IVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"ITAPP,LICATION DATA SHEET OWNER: ` ASSESSOR PARC ER �' 0- J �fD' ~ 003 Proposed Building Us ' `3 _ Building Inspector: U Date: L/ - At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 115. ------- ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructio including Tie Do S ecifications.-------------- hQ 10. s of 1. Impact fees as shown on the attached schedule. -�-'--t---� �. 5:•----------------------------- ❑ 12. California Department of Forestry plan approval/fees. ❑ 13 ; Flood elevation certificate - --------------------------------------------- O��►. "Sanitation and plot plan approval dttfi Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: i3 (B) Parking: -------------------------- ❑ 8 Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy).-------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Compensation carrier and policy number. ---------------------------q--�------------------------------- Owner-Builder Verification (Given to owner`❑, Mailed to owner ❑). -�1l--&-A------------------------ ❑24.Le f signature at Recorded copy of Aj ❑ 26. Letter of intent on b tr ❑27. Manufacture Home ❑28. Existing violations ai 1129. Q4433.3 A, ❑Grant Di /X3'0,. Other: Statement. expired permits. ---------------------- :1 M.H. Title, C3 heck to H.C.D $_ (Date) 1, P"'/I 50 NZ �. 4When you issue the permit cess as folloVk Mail to owner, ❑ sil to contractor. jelphone *395- Gq 4-1 and hold for picku at office. ❑ Deliver with inspector. Sri 12 3v 1 S �3 I a I P. -o Applicant: `�"�� Date:'1' Copy of Haz-Aat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date. By: Copy�of plans sent ❑ Health Department, ❑ Fire Department, [�'® Date: By. 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data y ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑Buil ' - ivision counter, by D to / Plans reviewed by: Date: Plans approved by Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: /a D / ,�.. /. TO: i ding Department F Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY J Plot Plan Attached Floor Plan ached�- Sant to a.�— / L -t Owner Location `�,, AP# Plan Approved for: Sewage Disposal J Water Supply: Public Private Well t/ Clearance for dwelligg. Other r Hold final for: e 0. K. for: NOTE: Environmental Health Specialist i 116� 1W Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE v _F. #JALDING PERMIT FEES F� 'Balance Due ............... . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ A. P. # C-) LO �'Jy—(!:*3 DATE 4 D -6I I7 -1 Ce o RECEIPT # DATE REC 0 -- Revised Plan Checking Fee ....... $ Set. SCHOOL DISTRICT FEES paid at District Office) J' 3. SHERIFF FEES (paid at Building Division)!� Residential ........ x $360.00 = $ 3100 Units Commercial (sq.ft.)... x $0.03 = $ oq.rL. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . __X_ = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. *5'.`RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION' AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. —APPLICANT"'! tfnj DATE 4__20-44 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 in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) -_� ..� ...ir--:,,..t'',s'kit� T'�"��,K'a"�-.wig"..-.�.,,.,.-•wy--��^*.�(eYf'^,:'*''�'A.'=F'Sr7c•elr,-x':+�i"..r,.,..+.�.,n,...;�..-,7�rr: _ T.ta �--- .�- K I BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM T (One form per Building) y? School District �✓ /L Building Department No. 45 A.P. Number ! 5 O 03 Jurisdiction:. City County Property Owner 14 1 Jdw T e L/r,(W.5 J Property Location/Address Subdivision Lot No. ............................. _............................................................................... Development [ Sq. Footage �� v No of Living Mobile Home . Addition/ Supplemental to (Group R) Units i Installation Conversion Permit # *(No foundation inspection): 1 New -u Addition AF. (Floor Plans reviewed by School District District Identfication No. . Sq. Footage (Including Exterior Roofed Areas) iz Date I)U 11?44�0 U�v/ �/4 6 E6 School District certifies that Jlquq/G V C/ 4's Z CJ& Z. JApplicarlif 993 Avg z�D . �o /.3(0 3q5 (Street Address) CW /C G eA 95Y2 (Phone Number) 'Da c1 959,�, (Git ?1 ) (State) JZip Code) has complied with the requirements of Resolution No. too by payment of $ �s'7<<% C/o representing � � � •a square feet. AB 2926 $ FULL MITIGATION $ r• ct y .I School District Representative # / Date Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 88020(a), within 90 days from the date fees are paid. Failure to submit a timely written.protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is ' notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act.(CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.zis 110/98)dmm t` BUTTE COUNTY PARK FACILITY FEE PAYMENT CERTIFICATION FORM .,DURHAM RECREATION AND PARK DISTRICT Assessor Parcel Number (s): Property Owner (s): Project Location/Address: 0 3 lJ 9 Subdivison Name: Assessable Square Footage: l6 Type of Residential Development (check one): ew Development Alteration/Addition❑ Mobile Home (s) ❑ Non -Residential to Residential `: Comments: B Ilding Division Representative Date Durham Recreation and Park. District (DRPD) certifies that G. U P (a s U ez: 3y5 - 1,9 -7 Applicant Name Applicant Phone Number Street Address (2�ul c,v Cly- X1.59 a� City State Zip Code has complied with the requirements of the Butte County Board of Supervisors Resolution No... 93- 114 by payment for l (o ;square feet at $ 1.04 per square foot for a total payment of $q33g. I A0V jl� r''I n'd f;57i� XJ --� PPD Representative Date PAID BY CHECK No.: BANK No.: GO- .4ZO Z. PAID BY CASH: RECEIPT No.: J 3 5'0 f Remarks: DISTRIBUTION: WHITE - APPLICANT PINK - DRPD YELLOW - BUTTE CO. BUILDING DIVISION .i AB�=L'(i'G_G/ :.a • ' r •� ' _ ,� - + APR 2 ; D�� �o? ' 7- r i ALMO I �4. s i o tvl�=' LAOA i l� t OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete andreturn 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 thedor labor and materials for construction of the proposed property �ement :YES NO D '2. I HAVE HAVE NOT 0 signed an application for a building permit for the proposed work 3. I have contracted with the following person. (firm) to.proyl the, proposed construction: NAME. r(,! r. • . AR ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major. work: NAME: . ADDRESS: CITY:- , PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: . XPROPERTYOWNER: SOCIAL SECURITY NUMBER: "ATE: 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. OVER. OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propefty 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 yod pled to ddi,roIir own work, with the exception of various trades that you plan to subcontract`, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (inchrding materials and other costs) is 5300 or mon for the entire.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For 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 contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 198.10 of the Cal jornia Health and Safety Code. OVER June 1, 2001 Augie Velasquez P.O. Box 136 Chico, CA 95927 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-590-003 Building Permit Number: 01 -1069 -Main house and garage This office reviewed building plans for the permit application referenced'above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: 1. You do not have enough natural light and ventilation in your d:g:xoam•-and family room. The UBC requires 10% of the floor area. You need 26 square feet in the dining room and 40 square feet in the family room. Please revise your window sizes. 2. Please provide new energy calculations, which reflect the new window sizes. 3. As I described in the letter for the guesthouse, a noise attenuation study must be done. (Per your parcel map) STRUCTURAL COMMENTS: 1. The 4x10 beams at the courtyard porch are not adequate to support the Al truss reactions. Provide revised truss designed for 3 point bearing or provide beams and posts that are adequate to support the Al truss reactions. PART - II The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $2242.00 2. Pay impact fees: 2.1. Durham Recreation and Park District approval is required for this project. 1 of 2 2.2. Complete and return the Butte County School Impact fee certification form. I have included both buildings on one form. .2.3. Sheriff fees in the amount of $360.00 If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. ,The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, 2 of 2 Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 file:/ AMided Linda Simpson 6-7-2001 Plans Examiner kef AJ Velasquez Residence Assessor Parcel Number 040-590-003 Building Permit Number 01-1069 Main House and Garage Thank you for your assistance in resolving the garage storage issue please find enclosed the following. AO'New floor plan with added glass at family room and deleted wall at garage storage area. The wall between the dining room and Nook is not a full height wall as per our phone conversation on 6-6-2001. ri New Energy calculations for added glass at family room. RA oise Attenuation study and certificate of compliance. evised Truss calculations for Al truss reactions. notarized letter ( agricultural statement of acknowledgment). y wife and have decided to delete the construction of the guest house please disregard permit,impact fees ect. when calculating outstanding new fees owed thank you. Respectfully Submitted 1 of 1 6/8/017:35 AM It. PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. If Ws form is not complete, as to all correction items. we will not be able to accept your resubmittal for review. There must be a valid response to every item requested in our plan conation letter. "By other" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plandcalcs. ArrecM THUS FOOM TO ♦ mw OF VMR PLAN RMEW LETTER AND RIMM WITH REVISED AND ORIGINAL OLANs- --- ------ ---- - --- - - - -- --- - - - - - - - - - - - - - - - OWNERS NAME -4� V -e -,C%nom T l�.Gly��v.G� DATE: (o - ?-?�c� ASSESSORS PARCEL NUMBER PERMIT NUMBER 4�D qv Sar 4 *j RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 9 POT ,- iYJAVODW t 4"t i-vX L RAFSPONSE BY: A LOCATION ON PLANS/CALCS: re*pf- Aj.+j) COMMENTS: yi t: s aff a ,1 : 14f,( Sar 4 *j �d r�� ccs . ,�T� Uc-rnv.9y AiVAI-Vo�/2 D& p - A—1 aCLaQI� �� PLAN CHECK ITEM # P T ' 41 off Ery " - RESPONSE BY. A•1,Aelrr .Gz LOCATION ON PLANS/CALCS: (,-oLvL4dr- & COvieT ygQ,D� - COMMENTS:IVR .ff e-4,e hC2 d B A 4 d, ✓f,V t*- ' ZA/ t" �R- Qjav; °. O o''>w:: :: / tESIDENTIAL PLAN REVIEW GUIDE IVGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: Building Permit Number: l Plans Examiner: Linda Simpson A. P. Number: �fy—�'/`(� ^n �� 13- ENERAL: „ oning requirements — (number of permitted living uni Plans signed by the designer. Proper description of work on the application. E xisting violations on the property. /�.,@�-dYyL. - fwd ev �p ecorded notice of violation. t0 uilding permit valuation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard J/�J pecial conditions on Parcel Map: Noise, SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development.) FLOOR PLAN: � Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). d2. 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). /`ylI n i'����► Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. I he minimum net clear openable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath'-' or bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom; or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). Wood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ,' Water closet clearances (Uniform Plumbing Code 408.5). ,hower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7): 17. earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). ; _ UCTURAL DETAILS: �L' Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not xoeed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall . ---- Alin must be continuous throughout the structure. 2. A�onaia licensed architect or.registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. _ Clerestory requiring balloon framing and/or �engineering. 4./Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calculations if,�ecessary. tRetaining arage door header size(s). orch header size(s).ypical,header size(s).tud heights.�igh expansive soil – special foundation design required. walls requiring design.ypsum wallboard nailing inspection required. /i'f the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. , 'Electric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLANEOUS ITEMS: Stairway details – landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster –weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation – protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three – story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). ound requirements.— 12 nergy design compliance and supporting documentation. CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers required. 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing letter. Page 2 of 2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 Project Address Blossom Lane at F ******* ersom Durham *v5.10* Documentation Author... Marty Runnells ******* Bu ing Perfifi t Energy Calculation Services � 7Y- 1907 Mangrove Avenue, Suite E P an Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010615 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal 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 -value.... Average Glazing SHGC....... Average Ceiling Height..... 4168 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Slab On Grade 12.4 0 of floor area 0.68 Btu/hr-sf-F 0.68 9.1 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-0 R-n/a R-0 0.318 Door Wood R-0 R-n/a R-0 0.330 SlabEdge n/a R-0 R-n/a F2=0.760 Roof Wood R-38 R-n/a R-38 0.025 FENESTRATION Area U_ Orientation (sf) Value SHGC Window Front (S) 24.0 '0.750 0.700 Window Front (S) 32.01-'0.750 0.700 Window Front (S) 40.0 Y'0.550 0.650 Window Front (S) 32.0X0.750 0.700 Window Front (S) 24.Or/0.750 0.700 Window Left (W) 40.Ov 0.550 0.650 Window Left (W) 24.0!/ 0.750 0.700 Window Back (N) 24.0✓ 0.750 0.700 Window Back (N) 24.Ov 0.750 0.700 Window Back (N) 24.0t/ 0.750 0.700 Window Back (N) 24.01"0.750 0.700 Window Back (N) 24.0/ 0.750 0.700 Window Back (N) 32.Ov 0.750 0.700 Window Right (E) 32.0'L'-0.750 0.700 Door Right (E) 10.0'0.550 0.650 Interior Shading FRONT, LEFT, BACK RIGHT ENTRY TO EXTERIOR TO ATTIC Over - Exterior hang/ Shading Fins Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard St es Standard ,es Standard t Yes Standarc��,��'� V � Yes Standar td V None ok 10 Vf W' CERTIFICATE OF•COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:.30 MICROPAS5 v5.10 File -01061S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Window Right (E) 8.0'd0.750 0.700 Standard Standard Yes Window Right (E) 8.0 0.750. 0.700 Standard. Standard Yes Window Right (E) 12.0--'0.750 0.700 Standard Standard Yes Window Right (E) 40.O1i0.550 0.650 Standard Standard Yes Window Right (E) 40.0 ✓0.550 0.650 Standard Standard Yes THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments r ExteriorVert Yes .2980 8.0 CMU.WALLS SlabOnGrade Yes, 4003 4.0 EXPOSED SLAB S1abOnGrade No 165 4.0 COVERED SLAB HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Gas Attic R-4.2 Yes, No Setback L.9922FAFUE ACSplit 3.00 SEER Attic R-4.2 Yes No Setback DUCT TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area Equipment Type (% fan CFM/CFM25) (ft2) ACSplit 6% / 175.1 n/G'� WATER HEATING SYSTEMS Number Tank External in Energy Size 'Insulation Tank Type Heater Type. Distribution Type System Factor (gal) R -value e.--S-to-rage Gas Recirc/Demand �_.l 60 5 -OAR 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 buil'ding—incorporates_a_Hig-h--Mass—D-e-s-i.gn-: This building incorporates Tested Duct Leakage. ,5 A).5 &j pE� �� r�� y CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 MICROPAS5 v5.10 File -01061S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy -Calculation Servic Run -4168 SF Res. Submittal SPECIAL FEATURES AND MODELING ASSUMPTIONS Leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then retest. Alternatively, the compliance calculations could be redone without duct testing. Leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. REMARKS Plan Front is used as reference FRONT in these calculations. The ENTRY door may, or may not, be located on this wall. This in now way affects the accuracy of these calculations. Doors with more than 1/2 of their area as glass are modelled as all glass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 MICROPAS5 v5.10 File -01061S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal 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 Name.... Augie Velasquez Company. Owner Address. Phone... 530-345-6971 License. Signed. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone.'. . Signed.. ate DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 Project Address Blossom Lane at F ******* ersom Durham *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -010615 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal 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 *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 -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ 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 -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets 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 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. uA A NA 14/A N/A Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File -010615 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal 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 *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 -value in metal frame walls (does not apply to exterior mass walls). Design- Enforce- er ment *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ 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 -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets 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 b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. uA A NA 14/A N/A MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 MICROPAS5 v5.10 File -010615 Wth-CTZ11S92 Program -FORM MF -1R User##-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal 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 ACOA. 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 of 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 systems, 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. S. 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 constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within 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 and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric 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). M Nih r MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The Velasquez Residence Date..06/06/01 15:'15:30 MICROPAS5 v5.10 File -010615 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment 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 either have 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. COMPUTER METHOD SUMMARY SUMMARY Page 1 C -2R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 Project Address Blossom Lane at Fe ******* ••...... rsom Durham *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010615 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.53 24.80 -7.27 Space Cooling.......... 11.51 5.10 6.41 Water Heating.......... 6.84 5.93 0.91 Total 35.88 35.83 0.05 *** Building complies with Computer Performance *** GENERAL INFORMATION. Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value..... Average Glazing SHGC....... Average Ceiling Height..... 4168 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Slab On Grade 1 37737 cf 4168 sf 12.4 0 of floor area 0.68 Btu/hr-sf-F 0.68 9.1 ft BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) Units itioned Type (ft) (sf) Credit HOUSE Residence 4168 37737 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 MICROPAS5 v5.10 File -01061S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface Asf) value R-val Azm Tilt Gains Reference Comments HOUSE 5 Door 10 0.330 0 90 90 Yes None ENTRY 7 Roof 4168 0.025 38 n/a 0 Yes None TO ATTIC 1 ExteriorVert (Thermal Mass) 1 Wall 622 0.318 0 180 90 Yes None FRONT 2 Wall 908 0.318 0 270 90 Yes None LEFT 3 Wall 638 0.318 0 0 90 Yes None BACK 4 Wall 812 0.318 0 90 90 Yes None RIGHT PERIMETER_LOSSES Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 6 SlabEdge 388 0.760 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior,Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (S) 24.0 0.750 0.700 180 90 Standard/0.76 Standard/0.68 2 Window Front (S) 32.0 0.750 0.700 180 90 Standard/0.76 Standard/0.68 3 Window Front (S) 40.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 4 Window Front (S) 32.0 0.750 0.700 180 90 Standard/0.76 Standard/0.68 5 Window Front (S) 24.0 0.750 0.700 180 90 Standard/0.76 Standard/0.68 6 Window Left (W) 40.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 7 Window Left (W) 24.0 0.750 0.700 270 90 Standard/0.76 Standard/0.68 8 Window Back (N) 24.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 9 Window Back (N) 24.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 10 Window Back (N) 24.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 11 Window Back (N) 24.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 12 Window Back (N) 24.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 13 Window Back (N) 32.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 14 Window Right (E) 32.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 15 Door Right (E) 10.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 16 Window Right (E) 8.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 17 Window Right (E) 8.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 18 Window Right (E) 12.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 19 Window Right (E) 40.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 20 Window Right (E) 40.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 MICROPASS v5.10 File -010615 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal Surface HOUSE 1 Window 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window 8 Window 9 Window 10 Window 11 Window 12 Window 13 Window 14 Window 16 Window 17 Window 18 Window 19 Window 20 Window Mass Type OVERHANGS AND SIDE FINS HOUSE 1 ExteriorVert 2980 2 SlabOnGrade 4003 3 S1abOnGrade 165 8.0 21.0 0.32 1.50 R-0.0 CMU.WALLS 4.0 28.0 0.98 4.60 R-0.0 EXPOSED SLAB 4.0 28.0 0.98 1.80 R-2.0 COVERED SLAB HVAC SYSTEMS Minimum Duct System Type EfficiencyLocation HOUSE Gas ACSplit 0.927 AFUE Attic 13.00 SEER Attic Equipment Type HOUSE Gas / ACSplit Duct Window- ACCA Overhang R -value Leakage Left Fin Right Fin - Area No 0.811 R-4.2 Yes Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 24.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 32.0 n/a 4 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 6.67 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 32.0 n/a 4 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 6.67 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 32.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 32.0 n/a 4 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 n/a 2 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 n/a 2 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 n/a - 2 2 1 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 6.67 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 6.67 8 .67 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value Location/Comments HOUSE 1 ExteriorVert 2980 2 SlabOnGrade 4003 3 S1abOnGrade 165 8.0 21.0 0.32 1.50 R-0.0 CMU.WALLS 4.0 28.0 0.98 4.60 R-0.0 EXPOSED SLAB 4.0 28.0 0.98 1.80 R-2.0 COVERED SLAB HVAC SYSTEMS Minimum Duct System Type EfficiencyLocation HOUSE Gas ACSplit 0.927 AFUE Attic 13.00 SEER Attic Equipment Type HOUSE Gas / ACSplit Duct Tested Duct ACCA Duct R -value Leakage Manual D Eff R-4.2 Yes No 0.811 R-4.2 Yes No 0.737 DUCT TESTING DETAILS Duct Measured Supply Leakage Target Duct Surface Area (o fan CFM/CFM25) (ft2) 60-. / 175.1 n/a COMPUTER METHOD SUMMARY Page 4 C -2R Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 MICROPAS5 v5.10 File -01061S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal WATER HEATING SYSTEMS Number in Tank Type Heater Type Distribution Type System 1 Storage Gas Recirc/Demand 1 Tank External Energy Size Insulation Factor (gal) R -value .60 50 R- 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 a High Mass Design. This building incorporates Tested Duct Leakage. Leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 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. *** This building incorporates Tested Duct Leakage. Target CFM leakage values measured at 25 pascals are shown in DUCT TESTING DETAILS above. If the measured CFM is above the target, then corrective action must be taken to reduce the duct leakage and then retest. Alternatively, the compliance calculations could be redone without duct testing. Leaks in the air distribution system connections shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. REMARKS Plan Front is used as reference FRONT in these calculations. The ENTRY door may, or may not, be located on this wall. This in now way affects the accuracy of these calculations. Doors with more than 1/2 of their area as glass are modelled as all glass. HVAC SIZING Page 1 HVAC Project Title.......... The Velasquez Residence Date..06/06/01 15:15:30 Project Address Blossom Lane at Fer ******* som Durham *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field -Check/ Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File -010615 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4168 SF Res. Submittal GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...:.. Summer Inside Design....... Summer Range ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 4168 sf 37737 cf Front Facing 180 OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 54017 28092 Glazing Conduction ............... 14180 9217 Glazing Solar .................... n/a 8526 Infiltration ..................... 21465 8813 Internal Gain .................... n/a 2100 Ducts ............................ 8966 5675 Sensible Load .................... 98628 62422 Latent Load ...................... n/a 12484 Minimum Total Load 98628 74907 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. -a e XA. r ech Verticaffechnology, Engineering 3650 Morrow Lane, Chico, CA 95928 Ph. (530) 899-8716 Fax (530) 899-0688 Email MDHPE@cs.com Structural Calculations Client: Auggie Velasquez Project: Velasquez Residence Location: Blossom and Ferson, Durham CA ozo. C 03877 ' �V AftDMG DSPART FaF �ou�� D P Q 0 v F r-. Attention: This engineer is not responsible for on site inspection to assure comp iance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. ' VERTECH ENGINEERING PROJECT: 4/4/01 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS.E)ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK I FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12° TO 24° AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. 3. FILL AND BACKFILL A) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. B) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 4. CONCRETE A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. B) CONCRETE SHALL CONTAIN MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD WITH SLUMP BETWEEN 3°-5'. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE 11 OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19., F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4° THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2° SAND, OVER MOISTURE BARTER, OVER 4° AGGREGATE BASE. USE 3 -1/2 - SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20' WHERE SLAB IS REINFORCED. H) WATERPROOFING OF FOUNDATIONS, RETAINING WALLS, AND SLAB ON GRADE IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3° CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 '/s° #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %' J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. VERTECH ENGINEERING PROJECT: 4/4/01 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE 1, AND SHALL BE BOND BEAM UNITS. B) F'M MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. ) S• �� D) LAP REINFORCING THE GREATER OF88 BAR DIAMETERS OR 2'-0". 04 V� /v rJ E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 6-A FRAMINGILUMBER A) SHEATHING SHALL CONFORM TO APA, PS 1. SHEAR SHEATHING SHALL BE C -D, C -C, OR 303(T-1-11). ALTERNATE SHEATHING MAY BE SUBSTITUTED FOR FLOORS, ROOFS, OR WALLS PROVIDED THEY ARE STRUCTURALLY EQUIVALENT. B) GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH FB = 2400 PSI AND FV = 190 PSI MINIMUM WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2 C) MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER481. D) SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR OR HEM FIR WITH 5/8" DIAMETER ANCHOR BOLTS LOCATED AT 6'-0" O.C. U.N.O. AND 1'-0" MAXIMUM FROM END. E) ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. F) STUDS SHALL BE STUD GRADE OR BETTER. G) ALL POSTS SHALL BE DF -L #1 U.N.O. H) 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 1) 2X JOISTS SHALL BE DF -L #2 U.N.O. J) CONCEALED BEAMS SHALL BE DF -L #2, EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) K) ALL NAILS SHALL BE COMMON. WHERE EXPOSED TO WEATHER, NAILS SHALL BE GALVANIZED. L) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. M) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 6-B GENERAL FRAMING A) HEADERS: UNLESS SPECIFICALLY NOTED ON PLANS OR IN CALCULATIONS, HEADERS SHALL BE 6X8 OR 4X10 DF -L (N) #2. WHERE OPENING IS GREATER THAN 5'-0", (2) TRIMMERS SHALL BE USED. B) SAWN FLOOR JOISTS AND ROOF RAFTERS SHALL BE SIZED PER 1997 UBC TABLES 23 -IV -J AND 23 -IV -R RESPECTIVELY. C) MANUFACTURED "I" JOISTS (SUCH AS TRUSS JOISTS)SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480. USE A MANUFACTURED RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM BOARD AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). D) ROOF SHEATHING SHALL BE CD -X OR OSB APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON ROOF LIVE LOAD AND FRAMING SPACING. APPLY FACE GRAIN (LONG DIMENSION) PERPENDICULAR TO FRAMING, STAGGER PANELS AND NAIL WITH 8D NAILS AT 6" EDGE AND 12" FIELD U.N.O. EDGE NAILING SHALL APPLY AT ALL PANEL EDGES, OVER BLOCKING, WALLS, AND DRAG MEMBERS. E) FLOOR SHEATHING SHALL BE TBG APA RATED SHEATHING. THICKNESS SHALL BE PER APA LOAD TABLES BASED UPON FLOOR LIVE LOAD AND FRAMING SPACING. GLUE AND NAIL WITH 8D NAILS AT 6" EDGE, 10" FIELD, U.N.O. F) MINIMUM NAILING REQUIREMENTS SHALL BE PER 1997 UBC TABLE 23-11-B-1. G) ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. H) WHEN USING "GREEN"OR UN -SEASONED LUMBER, CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. ANY SYSTEM USED TO ALLEVIATE THE EFFECTS OF SHRINKAGE SHALL BE REVIEWED BY THE ENGINEER OF RECORD PRIOR TO USE. 3 4/4/01 6-C BEAM FRAMING A) ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16D NAILS AT 6" O.C. U.N.O. B) PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT FOR ALL OTHER EQUIPMENT OR FURNISHINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... SHALL BE PROVIDED BY CONTRACTOR OR OWNER. C) SPLICE ALL BEAMS OVER SUPPORTS OR SAW -CUT TOP 1/3 AT SUPPORT U.N.O. (NOT AT CANTILEVERS) 6-D POSTS/TRIMMERS A) CARRY ALL UPPER LEVEL POSTS INTO LOWER LEVELS AND PROVIDE SOLID BLOCKING UNDER ALL POSTS IN FLOORS. B) STACK ALL BEARING STUDS, TRIMMERS AND POSTS FROM UPPER LEVELS IN LINE FROM ROOF TO FOUNDATION. C) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. D) WHERE (2) OR MORE TRIMMERS ARE SPECIFIED, THOSE TRIMMERS ARE TO BE STACKED IN ALL WALL FRAMING AND SOLID BLOCKED AT THE FLOOR LEVEL CONTINUOUS DOWN TO THE FOUNDATION. 6-E WALL FRAMING A) CONTINUOUS BLOCKING SHALL BE PROVIDED OVER ALL BEARING WALLS, SHEAR WALLS, AND MID -SPAN OF FLOOR JOISTS AND ROOF FRAMING U.N.O. WHERE MANUFACTURED "I" JOISTS ARE SPECIFIED, BLOCKING REQUIREMENTS LISTED HEREIN ARE TO BE CONSIDERED MINIMUMS AND MAY BE INCREASED AS PER MANUFACTURERS RECOMMENDATIONS. B) SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD C) TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16D SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. ADJACENT WALLS AND BEAMS SHALL BE STRAPPED TO TOP PLATE WITH SIMPSON ST22 U.N.O. D) FIRE BLOCK STUD WALLS AT MID -HEIGHT OR MORE AS REQUIRED BY GOOD CONSTRUCTION PRACTICE. E) IN NO INSTANCE SHALL A STUD WALL BE USED TO RETAIN SOIL OR RESIST LATERAL PRESSURE DUE TO SNOW LOADING. IN THE CASE OF SNOW BUILD-UP AGAINST A STUD WALL, THE OWNER SHALL BE RESPONSIBLE TO ELIMINATE SNOW TO STUD WALL CONTACT. F) WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK-BOLT OF SAME DIAMETER WITH 6" EMBEDMENT IN CONCRETE. INSTALL PER MANUFACTURERS RECOMMENDATIONS. G) WHERE A WALL IS LABELED AS A SHEAR WALL, SUCH WALL SHALL BE CONTINUOUSLY SHEAR PANELED AND NAILED AS REQUIRED PER SCHEDULE FROM THE ROOF PLYWOOD TO FOUNDATION SILL PLATE. WHERE A FLOOR OR OTHER ELEMENT DISRUPTS THE CONTINUOUS PANELING, SPECIAL DETAILING IS REQUIRED. WHERE SPECIAL DETAILING IS NOT PROVIDED, CONNECTIONS SHALL BE IN CONFORMANCE TO ACCEPTED PRACTICE FOR SUCH CONNECTIONS. H) WHERE HOLD DOWNS ARE REQUIRED AT FOUNDATION LEVEL OF A MULTI LEVEL WALL, STUDS ANCHORED BY HOLD DOWN SHALL BE STRAPPED WITH SIMPSON MSTC40 TO STUDS ABOVE AT ANY LEVEL SPLIT U.N.O. 1) ALL BLOCKING OVER SHEAR WALLS SHALL BE ATTACHED TO SHEAR WALL WITH SIMPSON A35 CLIPS AT 48" O.C. U.N.O. J) CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). K) NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. L) LET -IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-F CONNECTIONS A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. VERTECH ENGINEERING PROJECT: WA, 4/4/01 7. HARDWARE / STRUCTURAL STEEL A) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C) BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. D) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. E) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. F) -ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. G) STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. PIPE MEMBERS SHALL CONFORM TO ASTM A501. H) ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY SPECIFICATIONS. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE LOCAL AUTHORITY. 1) ALL WELDING ELECTRODES SHALL BE E70XX OR SHIELDED WIRES WITH FY>70KSI J) PROVIDE 2X2X3/16" PLATE WASHERS ON ALL FOUNDATION ANCHOR BOLTS. 8. LOGS/CUT TIMBERS A) LOGS SHALL BE DELIVERED WITH CERTIFICATIONS AND STAMPED BY GRADING AGENCY. B) LOG STRUCTURAL VALUES SHALL BE AS FOLLOW: LOG SPECIFICATION Fb(psi) Fv(psi) FCII(psi) FCT(psi) E(psi) DF(N) #1/PREMIUM 1500 90 1000 600 1500000 ESLP PREMIUM 950 65 600 320 1100000 ESLP WALL LOG 550 65 350 320 900000 C) STAGGER WALL SPLICES SO AS TO PROVIDE LAP WITH LOG BELOW WITH (4) LAGS EACH SIDE OF SPLICE. D) USE (1) LOG HEADER MINIMUM WITH NO SPLICE OVER OR WITHIN 2'-0" OF OPENING. E) DIAMETER OF LOG SPECIFIED IS TO BE MINIMUM "TIP" DIAMETER PROVIDED. F) LAG SCREWS SHALL BE PROVIDED IN LOG WALLS AND LOG WALL ATTACHMENTS AS FOLLOWS: IN DIAMETER LAG SCREWS: USE 'A" DIAMETER LAG SCREWS WITH %" MINIMUM COUNTER SINK AND COMPRESSION SPRINGS FULLY COMPRESSED AT EACH LAG, AT 48" O.C. UNO. PRE -DRILL LOGS BEFORE INSTALLING SCREWS AS FOLLOWS:' TOP LOG = %" DIAMETER THROUGH. BOTTOM LOG = 15/64" DIAMETER A MINIMUM DEPTH OF 4-1/2". MINIMUM LAG EMBEDMENT = 4" G) WHERE THREADED ROD IS CALLED FOR IN ANY WALL, IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO MAINTAIN A SNUG FIT BETWEEN THE BOLTIWASHER AT THE TOP OF THE LOG AND THE TOP LOG FOR THE LIFE OF THE STRUCTURE. FAILING TO DO SO MAY RESULT IN EXCESSIVE DEFLECTIONS OF LOG WALLS DUE TO DESIGN LATERAL LOADS. ' 9. , DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, 11, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT ENGINEER �+— • DESIGN OF.�'J�%� • 0 VERTECH ENGINEERING zs'PS� (",s�' PAGE y DATE ��Srn �C, Cam, �. �,5��� ^? �• `�� S . 3� ��� � " 5 (sceop?i-r- M),r� 4-(3)j �lp P _ P 57.E . Qe 660 4 ows i ��. ® 16• lea PROJECT • • PAGE VERTECH ENGINEERING ENGINEER DATE DESIGN OF Q cL t L),vA Tv L�&- Zz �f ol..-,-. 1 7 1997 UBC Wind Loads VerTech Engineering Project: Auggie Residence Date: 4/4/2001 Comments: Wind Speed: 75 mph Importance: 1 -13.5 Exposure: B [ZI One Story or Partially Enclosed Multi-StDryStructure I ......................................................................................... Primary Frame Elevation Elevation Elevation Method A Is 20 25 Windward Wall ......... .. .... ........ 7.2 7.8 8.3 Leeward Wall .Roof............................................................................................................................................................................................. Wall Comers ... -13.5 10.8 -14.5 11.6 -15.6 12.5 ..... .. ...... ..... .... ..... .. .. . ................. .. .. .. Roof Eaves, rakes or ridges without overhangs Leeward or Flat Roof -10.8 -11.6 .-12.5 WindwardW�R ........... . .................................................................................................................................................... -24.0 2:12 .................................................................................................................................................. .S!op�.<2:12 .. "i'"'i .... ** ...... : -10.8 -11.6 -12.5 ** ... ... ** ...... .......................................... 2:12 to <912 .. .. . .. . . . . ..................................................................................... ............................................................................................. -12.6 2.7 -13.6 2.9 -14.6 3.1 9:12 t o ..... 12:12 .................................................................................................... Y.6 ................ : ........ �.§ ......................... 4-.2. .............. > iY.T:i ................................................................................. 6.3 6.8 7.3 VqRdi5i�iifil-fo, i d-, q* ... e ... ****"*** ......... ...................... . ....... **** ... *-* *1 * *1 * * , 6** * * , * - * ..... *-****,-**1-2***,5,-- .... ** ..................................................................................................................................................... lwiii�Wb On Vertical Projected Area Structure <= 40' !±q.q 11.7 *12.6 13.5 .................. ............................................ Structure >40' Hi h ' ................................. 9 i.;Zi ....................... TY6 ....................... : i.Zi ............ ............................................................................................................. ..'Horzontal Projected Area .... ;10.8 ............................................... -11.6 -12.5 ............. ......................................................... anWComponents not in areas of discontinuity ..........9ie Wall Elements All structures ... ... 10.8 11.6 12.5 .. .. .. ....... .. ......... ...... . ..... Enclosed aWGnenciosed Structures r es ............................................................................................................................................................................................. -10.8 1 0 8 .... ...... -11.6 -12.5 PartiallyE2qRs2q 14.3 -15.5 -16.7 Pari-- ..�! Walls ............ p 6 Roof EIii�'e'n**t*s* ...... Enclosed and Unenclosed Structures .S!qpa�.<712 - . -11.7 '-12.6 -13.5 7:12 to il ................................................................. Partially Enclosed I ......................................................................................... -15.2 -16.5 -17.7 2:12 to 7:12 . . .. . .. . .. .. . .. .. .. ... ... . ......................................................................-15.2 -14.3.. 7.2 -15.5 7.8 -16.7 8.3 3T : 1 2 t o 12:12 .................. . .. ... . 1 . 5 . 2 ...... 1 .. 5 . 2 .....-16.5 .... .. .... . .... .. . . ...... 16.5 . . .....=17.7. .. . .... .. .. . . . ...... 17.7 .... ... .. . ........ ..... ... .. .. ........ .. ... ..... . . . . . . ..................................................................... Elements ana..&�i�.��nents .. i . n .. a . r . areas .. of . discontinuity Wall Comers ... -13.5 10.8 -14.5 11.6 -15.6 12.5 ..... .. ...... ..... .... ..... .. .. . ................. .. .. .. Roof Eaves, rakes or ridges without overhangs 20.6 -22.3 -24.0 2:12 .................................................................................................................................................. : ........ .. 1 :12 to 12:12 ................................................................................................................................................................................................... -14.3 ............................... -15.5 ........... -16.7 Slope <2:12 at ovefian�s, 25.1 ....................................................................................... -27.1 -29.2 I PROJECT AV ENGINEER • n�r%l^'M ^� / n� • 0 VERTECH. ENGINEERING PAGE DATE J 7 + 03 r) ZA S-5-4-& • PROJECT A ENGINEER A* r%�tnirwa ^o VERTECH ENGINEERING A-= 18Y S73134 00 6.9 5tE tEl-�344.316 V PAGE c h DATE -�: D 1. 3 Z. -P e --k CJs �2 � a.� PROJECT �� �. 'PAGE VERTECH ENGINEERING ENGINEER DATE DESIGN OF GA7: I �� `o VA I �� • ViPROJECT e ENGINEER DESIGN OF 6 T. VERTECH ENGINEERING PAGE DATE Max � W���.. S /0,s§; G4fVc. io�G73 P Or, . ri�"S Aar 06 13 G OS -'c7. �G ALL S 4 LT. ?6c(i q�L D ,.�� -�p®d6.4iAlla PROJECTA V, VERTECHENGINES_ RING PAGE ENGINEER' DATE 0 DESIGN OF 0 0 G45-Ljc u1�704-/��A�S - OL) �h�,S. c,.i,G? y1��b� �t � zr dsrall� sr .� � 1 --e;,-�' C�� � � off- � 4v, 5v f/- -TY Q. o 40T Ai7k Age, Aff V PROJECT o i PAGE /� VERTECH ENGINEERING , ENGINEER / DATE C� 0 DESIGN OF ry' Au IS eoeeV) L ;Ova TY Ok-- I PROJECT VERTECH ENGINEERING ENGINEER A -`1"f 4 • DESIGN OF (:--On-n �J L /,)A[) • 0 PAGE O DATE J (lour -rte, Q = 3 o"------------------- ot L, U Sr /800 00S4- (elrnr.14 /6 /�T i�/�/Li ✓% 4 AJ r ` PROJECT X VI ENGINEER nCClt`_AI AC 1141r.41 / 0 0 VERTECH ENGINEERING PAGE / X/ DATE Sr 61A, RA r7l�A- "Soupo�w/ A�S� iYp 2.2 &7)vE- GW Aj AXqZt4 f cm=w--Mft- So y o Nky2cb�x pigW/ Beam Sizer Design Program VerTech Engineering Project: Auggie Roof Beam Date: 4/4/2001 Location: Porch 13 valley Beam Slope of roof 8 :12 Select Beam Width 3.5 in Dead Load 25 psf13Round Member Live Load 16 psf - DFL #2 Dimensional R) Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1124 psi Length of Beam 11 ft Fv' 119 psi Width tributary to beam: 5 ft Unbraced Length 0.5 ft Height Required 8.0 in CD 1.25 CF 1.00 A Req'd 14 in^2 CM 1.00 Cv 1.00 S Req'd 37 in"3 Ct 1.00 Cfu 1.00. 1 Req'd 86 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 87013 le= 1.0 RB= 2.8 Fb*= 1125 Total Uniform Load 230 plf Mmax 3482 ft-Ib Vmax 1113 Ib Shear at d from face? EI Req'd 138 *10^6 #-in"2 o t 1 VerTech Engineering Project: Vi Page: Engineer: �„ Date: Design of: Roof Framing Roof Loads DL= 25 psf LL= 16 psf Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.'C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 16 psf T.C. Dead Load = 15 psf B.C. Dead Load = 10 psf Total Load = 41 psf Rafters: ' Live Load = 16 psf ' Dead Load = 25 psf ~Total Load = 41 psf ! AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95963 _1125io2ji;bES7g Recorded Official Records County Of CANDACEUTTE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 02:48PM 16 -May -2001 I REC FEE 7.00 I COPIES 1.00 I I I I I I Cindy I Page 1 of 1 AGRICULTURAL STATEMENT of ACKNOWLEDGMENT FOR RESEDENTIAL DEVELopMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building property described herein is adjacent to land or included within an area zoned fora cultural g Permit. The 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 aocasional;Y generate dust, smoke, noise, and odor. Butte County has established or di!dtzm purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfc rt from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: LOT 3, ACCORDING TO THAT CERTAIN MAI' ENTITLED, "JUGUM SUBDIVISION", WHICH MAP WAS FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, NOVEMBER 6, 1989, IN MAP BOOK 116, AT PAGE(S) 78, 79, 80, 81 AND 82. AP NO. 040-590-003 Date °/ PROPEP,TY O ,VNEP.S: State of Cafforni Coylnty ofn on S \lam01 before me, L. AANESTAQ Notary Public personauy appeared yA' rsonally knorm to we (or proved to on the basis of sati,fact ry evidence) to bs the person(s) ; hose name(s) is/are subscribed to the within instrument and acknowledged to me that be/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. !3'L'I'NESS m d and official seal �-• L. AA,NESTAD Signature COMM. # 1238968 Seal: CK ai NOTARY PUBLIC -CALIFORNIA o . COUNTY OF BUTTE Comm. Expires Oct. 21, 2003 A.P. # , .. I • I ijt : _. ,, Fin O � U i II - i;'--•li�-- - — ....Cly.... ..:..... ..:'::.:.._._-....:_.._..:. _ _. — r j cts al _ LU- ......_ ....._ .... ... .. ........ tea. -.._ ._ ... ...... .. . _ - ! _. _.... _.. ...... : t'.; I tom: ., ... •,; .. � "_....-- . : . ..,:.. ...ij. Ij 4 \ v, .' :e� "'•!'...1,-- �7"_'_' fit:._.: • i t ,I _..-. :. ....:. ......._.. ..: ... ..... ...�;;,.�......_......._.. _..._ -. ��.�- —1r ._ is .1 0 .. I • I ijt : _. ,, Fin O � U i II - i;'--•li�-- - — ....Cly.... ..:..... ..:'::.:.._._-....:_.._..:. _ _. — r j cts al _ LU- ......_ ....._ .... ... .. ........ tea. -.._ ._ ... ...... .. . _ - ! _. _.... _.. ...... : t'.; I tom: ., ... •,; .. � "_....-- . : . ..,:.. ...ij. Ij 4 \ v, .' :e� "'•!'...1,-- �7"_'_' fit:._.: • i t ,I _..-. :. ....:. ......._.. ..: ... ..... ...�;;,.�......_......._.. _..._ -. ��.�- —1r ._ is To whom it may concern 5-9-2001 Ref Intent of use for shop area. I am a artist and this shop / work area is for my private use and not for commercial use. Ref: Guest house The plans wet stamped 1 spoke with the engineer he informed the calculations for the guest house are incorporated within the house calculations. He asked to please contact him with any questions, his name is Mike Hubley at Ver Tech Engineering 530-8998716 thank you. Sincerely I of I MeW/Untided 5/9/01 1:34 PM d�f0=59o:-oa3-000 . . � uez. Environmental Health MAR 2 6 2001 Chico, California s Cr s' ac3. I • i I� Wall SITE v41 L J i h i _ I PLQ —SCR -T. .PI -4 I TO: 4AAV ❑ APPROVED .Y APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL !KFblMCMft"NCE Com- 7 Permit #: FEB 1..:2 Date: 2001 - l Genera/Informa8on BUTTE COUNTY PLANNING DIVISION �D ` 50-0 O _ D O L ' / OROVILLE, CALIFORNIA AP#: Owners Name: �(� tj S T% k) L V L� L.'* S '� (,{ 2, Parcel Acreage: c2 --LI A Owners Address: 10E�° S Building Site Address: �(% � � Cn SS � /Yl hAi �-- Q 2.J Propertylnfnrmaiion Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑. Mobile Home 21FD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic Well ❑ Other Zone District: ^ 20 Date of Zoning Ordinance: General Plan: D F Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area ® No ❑ Yes Specific Plan ❑ No ® Yes ❑ Chico gj D2N ❑ Cohasset Enterprise Zone K No ❑ Yes, check use r Floodplain ❑ No ® Yes Zone: A— lJ Panel Number: No ❑ Yes Watershed Protection Zone Proposed Use Complies With: 19 General Plan IN Zoning Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other ti ❑ Accessory Building Use Zoninq Code Street & Highways Fr Pr yen 'on Subdivision Ma Front Q L Side A Side street C Rear Heiqht Environmental Health Issues: Septic Permit Review: Agriculture Affidavit Required C]No (_Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Par ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on PubBdy Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: Map Date of Recording: Lot: Block: Book: - 1 Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/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 EHD requirements. ❑ Other General Comments: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Crter Drive OrovillP, California 95965 • Telephone (530) 538-7541 PERM I o. - , ' (Rev. 12/96) APPLI�CATIbN AND -PERMIT � ASSESSOR PARCEL NUMBER 040-590-003 ZONING A20 BUILDING PERMIT OWNER VELAS UEZ AUGIE TELEPHONE - SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS P.O. BOX 135 CHICO CA 95927 484 R-3 30 ,492.00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Val tion $ 30,492.00 ARCHITECT OR ENGINEER LICENSE NO. Flip F $ 20.00 Perm' Fee $ 291.00 ARCHITECT OR ENGINEERS "UNG P14,-Chegking Fee $ 189.15 BUILDING ADDRESS 9 ERSO er y I Checking Fee $ 23.00 $ PERMIT FEE $ 523.15 Lor No. 3 SUBDNelONSNAME 116-78/82 PARCEL TP24 77ch LUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF 4( Duplex ❑ MobilehomeAt Other GUEST Room SPECIFY Trap 4 7.00 ?8 , 00 r or heat pump water heater 23.00 Water piping 1 15.0015.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition l( Remodel ❑ Utilities ❑ Installation O Describe Work: GUEST ROOM Gas piping system 1 - 5 outlets 15-00115. 00 Building sewer 1 15.0015.0 Mobile Home S G W @20.00 PERMIT FEE C c) $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ", Av OR LESS 1 23=23.00 LICENSED CONTRAC R'S EC RATION I hereby affirm under penalty of perjury tha I ice ed under provisions of Chapter 9 (commencing with Section 7000) of ' isio 3 f t Bus' ass and Professions Code, and my license is in full force and elle t. License Class Lic. No. OWNER -BUIL A TION I hereby affirm under penalty of perjury that a pt from the Contractors License Law for following reason: 0'1I, as owner of the property, or my em oye ith wages as their sole compensation, will do the work, and the structur is not i ended or offered for sale. ❑ 1, as owner of the property, am xcI sively c ntracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will malain a certificate of consent to self -insure for workers' compensation, as rovided for by section 3700 of the Labor Code, for the performance of work for which this permit Is issued. m Intain workers' compensation Insurance, as required by Section 3700r Code, for the performance of work for which this permit is issued. My ompensation insurance carrier and policy number are: ❑ 1 hav/thatlibn Carr Policer (Thections need not be completed if the permit Is for work of a valuation 9Lod dollars ($100) or less.) I certhe 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" Zai --`6 / Slgnatur of A pli n - n wr ❑ Contractor ❑ Agent An OSHA permit is required for cavations over 60" deep and demolition or construction of structures over 3 stories In height. Mein Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR SO OR Ao"s' ( 3 5¢�. 16.95) MULTI o NON -REBID. CONST. @7.50 POWER APPARATUS 8 SINGLE OurLET CIR. Ex. Occup. OUTLET OR FIXTURES SAL Q .50 Ex. Occup. oLInFIXFrs Ro .oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 59. MECHANICAL PERMIT Fling Fee 20.'00 Heating - Coolin Hood 6.50 Ventilation PERMIT FEt $ 35.00 Mobile Home Installation Fee $ Energy Inspection Fee $ no occ R3 CONST. TYPE VN TOTAL FEE $ 772.10 HAZ. D. FEES IMP FLOOD 1AQ CDF I - PARCEL pp HD ISSUE This permit Is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Data Receipt No. 304q77275-99 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT"OE hEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROV'��LE //ALIF& IIA 95965 - TELEPHONE (530) 538-7541 . y PERMIT APPLICATION DATA SHEET OWNER:PA_LL,04U1A_ASSESSOR PARCEL NUMBER: Proposed Building se: Building Inspector: U Date: 4.4 - a. 0 G At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 116. Energy Design Compliance and supporting documentation. ---------- -------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.-------------=----------------------------------=-------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and insta WinstriWc'On!S:�m*clu Down Spai� tions.__________________Id10. ees of $ -----�-----�--�- rFJ�((�- � - � i------------- 91'01. Impact fees as shown on the attached schedule. ---- -�< -- 3-------------------- ❑ 12. California Department of Forestry plan approval/fees- --------------------------------------------------------- 13 Flood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation and plot plan approval Health Department.------------------------------------------- El ------------------------=----------------❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: ( (B) Parkin El 18�Contact Land Development about ❑ Im rovements, ❑ Draina e, gal Parcel ----------------------- i W. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 2.,Workers' Compensation carrier and policy number. ----------------------- )W3 - Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - W4 -etter of signature authorization. -------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑26. Letter of intent on building use. ----------------------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------. ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1330.kother: (Date) When you is s� t Sem;it jrgce�ss as follows 11 Mail to owner, ❑ ail to contractor. ❑Telephone �� ��D �,�� and hold for pickup at office. ❑ Deliver with inspector. !� (���✓ Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 4 - moo-- 01 1. Index permit application for the above items numbered: /0 Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date:. - Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally pl to provide the jor labor and materials for construction of the proposed property ' vement :YES NO 0 '2. I HAVE HAVE NOT D signed an application for a building permit for the proposed work. 3. I have contracted with the following person. (firm) to.pravic —the, proposed construction: NAME: .�.► �... ADDRESS: CITY:_ . PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY:. PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the workout I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: i,,PROPERTYOWNER: SOCIAL SECURITY NUMBER: DATE: ( - Z 8 D J 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 gjylce before we are permitted to Issue the permit. OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity 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 fivm the city or county. They are also required by law to put their license number on all permits for which they apply. ; If yrri pled to own work, with the exception of various trades that you plan to subcontraA you ihould be aware of the following information for your benefit and protection: ' ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (inchrding materials and other costs) is $300 or more for the entire.project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For 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 contracting the Contractors State License Board in your < community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. ' rely, Mic el C. Vi ira, C.B.O. Mager, Building [nspection NOTE. This Owner -Builder Information is required by Section 19830 of the Callfornia Health and Safety Code, OVER .c', .. .•� •,. � .rr� n+irk:e°' ,. Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL, ..3 x Page 1 CF -1R Project, Title.......... The -Velasquez Guest,,House..: Date. .03/13/01 17:0.0:38,..__ 0.69 Btu/hr-sf-F Average Glazing SHGC....... ******* Average Ceiling Height..... Project Address........ Blossom Lane at Fersom Durham *v5. 10 * , Documentation Author... Marty Runnells ******* Buil ng Permit Energy Calculation Services f 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone ........... .'ll M..�•a - Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room GENERAL INFORMATION Conditioned Floor Area..... 484 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14 0 of floor area Average Glazing U -value.... 0.69 Btu/hr-sf-F Average Glazing SHGC....... 0.69 Average Ceiling Height..... 9 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments Wall n/a R-0 R-n/a R-0 0.318 FRONT, LEFT, BACK RIGHT SlabEdge n/a R-0 R-n/a F2=0.760 TO EXTERIOR Roof Wood R-38 R-n/a QR�8 0.025 TO ATTIC FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Door Left (W) 20.0 0.550 0.650 Standard Standard Yes Window Back (N) 16.0 0.750 0.700 Standard Standard Yes Window Back (N) .750 0.700 Standard Standard Yes Window Right (E) 24 750 0.700 Standard Standard Yes THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments ExteriorVert Yes 732 8.0 CMU.WALLS SlabOnGrade Yes 460 4.0 EXPOSED SLAB S1abOnGrade No 24 4.0 COVERED SLAB CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page r2 CF -1R Project' Title ..-..n>.The;• Velasquez Guest House Date-. iO3/13/01. 17::;00::38 MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room Equipment Type Furnace AirCond HVAC SYSTEMS -' .Minimum .. Duct Duct Tested. -Duct ACCA..-Thermostat Efficiency Location R -value Leakage Manual D Type 0.720 AFUE None R-n/a n/a n/a Setback 10�00 SEER None R-n/a n/a n/a Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 .62� 30 R- 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 a High Mass Design. This building incorporates non-standard Duct Location. REMARKS Plan Front is used as reference FRONT in these calculations. The ENTRY door may, or may not, be located on this wall. This in now way affects the accuracy of these calculations. Doors with more than 1/2 of their area as glass are modelled as all glass. CERTIFICATE OF COMPLIANCE: RESIDENTIAL• Page 3 CF -1R Project Titl.e............. ,.The Velasquez Guest House Date. .03/13/01 17:00:38--%,c MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room 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.... Augie Velasquez Name.... Marty Runnells Company. Address. Owner P0, 80j( 1:9&Chl1 p,e4 Company. gS927- Address. Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-345-6971 Phone... 530-894-8466 License. Signed.. Signed.. 330/ c ate ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. date h'yy i N r . r r 1. ` _ r • � Lx. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Pager'•1' MF -1R Project Title. , ..,, The Velasquez Guest House t. Date :.03/13/.01.,17,,:0.0:38 Project Address........ Blossom Lane at Fersom ******* Durham *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/ Date Climate Zone.......:.... 11 _ Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room 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 -value 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 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ 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 -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 01-11 Na 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. N�A 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. NA MANDATORY MEASURES CHECKLIST: RES-IbENTIAL. Page '.2' MF -1R Project Title........... The Velasquez. -Guest House Date. .03/13/01 17:-00:38.Z- MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room 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. V_ 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. 150(1): Setback thermostat on all applicable heating and/or v cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of 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 systems, 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 constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within 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 and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric 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). • t ^'I Tib. I;Y i . r 1 . _ 1 ;1. - �r-' (1 1 • : { TC!,:i// Y. ,:.�li���1� f�.y� •fi. •} YY �. 1T 11 , ' �• ''. �^1t1 .'(.T • •�. 11 .. Is+ F,�i.:.f 14� ! t'7 .����'yyA pin ���. MANDATORY MEASURES CHECKLIST: RESIDENTIAL ` Page 3 MF -1R _- Project Title...-.... Ther velasquez__ Guest House Date. .03/13/01 1-7:0-0:3-8:.; MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room LIGHTING MEASURES Design- Enforce er ment 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 either have 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. COMPUTER METHOD.SUMMARY Page 1 C -2R -=Project. Title.......... The Velasquez Guest House.;,"-=-- Date. -.03/13/01 17:00:38 Project Address........ Blossom Lane at Fersom ******* Durham *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone 1.1 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design • Margin Space Heating.......... Bui ing Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room Energy Use (kBtu/sf-yr) MICROPAS5 ENERGY USE SUMMARY Standard Design Proposed Compliance Design • Margin Space Heating.......... 21.90 38.40 -16.50 Space Cooling.......... 22.14 13.11 9.03 Water Heating.......... 38.67 31.16 7.51 Total 82.71 82.67 0.04 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type. ............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 484 sf Single Family Detached New Front Facing 180 deg (S) 1 1 ReducedYear Slab On Grade 1 4356 cf 484 sf 14 % of floor area 0.69 Btu/hr-sf-F 0.69 9 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Zone Type (sf) (cf) Units itioned Vent Vent Air Thermostat Height Area Leakage" Type (ft) (sf) Credit HOUSE Residence 484 4356 1.00 Yes Setback 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2R Prosect Title. -... The Velasauez Guest House Date•.n3/i3/ni 17 -nn -'AA MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room OPAQUE SURFACES ,Area U- Insul Act Solar Form 3 Surface (sf) value R-val Azm Tilt Gains Reference HOUSE 6 Roof 484 0.025 38 1 ExteriorVert (Thermal Mass) 1 Wall 198 0.318 0 2 Wall 178 0.318 0 3 Wall 174 0.318 0 4 Wall 182 0.318 0 Length Surface (ft) HOUSE 5 SlabEdge Orientation HOUSE 1 Door 2 Window 3 Window 4 Window Surface HOUSE 1 Door 2 Window 3 Window 4 Window Mass Type Location/ Comments n/a 0 Yes None TO ATTIC 180 90 Yes None FRONT 270 90 Yes None LEFT 0 90 Yes None BACK 90 90 Yes None RIGHT. PERIMETER LOSSES F2 Insul Solar Factor R-val Gains Location/Comments 88 0.760 R-0 No TO EXTERIOR FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Left (W) 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 Back (N) 16.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 Back (N) 8.0 0.750 0.700 0 90 Standard/0.76 Standard/0.68 Right (E) 24.0 0.750 0.700 90 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) width Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 20.0 n/a 6.67 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 n/a 4 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a 8.0 n/a 2 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4 2 .67 n/a n/a n/a n/a n/a n/a n/a n/a HOUSE 1 ExteriorVert 2 SlabOnGrade 3 S1abOnGrade THERMAL MASS Area Thick Heat Conduct- Surface (sf) (in) Cap ivity UIMC R -value Location/Comments 732 8.0 21.0 0.32 1.50 R-0.0 CMU.WALLS 460 4.0 28.0 0.98 4.60 R-0.0 EXPOSED SLAB 24 4.0 2.8.0 0.98 1.80 R-2.0 COVERED SLAB °4 c COMPUTER METHOD SUMMARY Page 3 C -2R Project Title......._..... The. Velasquez Guest House Date..03/__13/_01,17:00:38 . MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA - Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.720 AFUE None R-n/a n/a n/a 1.000 AirCond 10.00 SEER None R-n/a n/a n/a 1.000 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 .62 30 R- 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 a High Mass Design. This building incorporates non-standard Duct Location. REMARKS Plan Front is used as reference FRONT in these calculations. The ENTRY door may, or may not, be located on this wall. This in now way affects the accuracy of these calculations. Doors with more than 1/2 of their area as glass are modelled as all glass. HVAC SIZING Page 1 HVAC ;_Project Title.......... The Velasquez Guest House _Date..03/13/01 17:00:38 Project Address........ Blossom Lane at Fersom ******* Durham *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside iit-_5iyn...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Tnterior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 484 sf 4356 cf Front Facing OROVILLE RS 39.5 degrees jv r 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 180 deg (S) Heating Building -79 Permit Plan Check Date - ateFie Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01061ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -484 SF Guest Room GENERAL INFORMATION Floor Area ................. Volume ..................... Front Orientation.......... Sizing Location............ Latitude ................... Winter Outside iit-_5iyn...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range ............... Tnterior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 484 sf 4356 cf Front Facing OROVILLE RS 39.5 degrees jv r 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 180 deg (S) Sensible Load .................... 16832 12338 Latent Load ...................... n/a 2468 Minimum Total Load 16832 14806 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. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 12474 6273 Glazing Conduction ............... 1880 1222 Glazing Solar .................... n/a 2176 Infiltration ..................... 2478 1017 Internal Gain .................... n/a 1650 Ducts............................ 0 0 Sensible Load .................... 16832 12338 Latent Load ...................... n/a 2468 Minimum Total Load 16832 14806 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. May 22, 200 F Augie Velasquez P.O. Box 136 Chico, CA 95927 •0 De artmpt of Developant Services p . Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 040-590-003 Building Permit Number: 01 -1068 -Guesthouse This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART- I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Please provide the location of the water heater. , It will need to be in a compartment on the exterior of the building, since it is gas. Your plans indicate a 4o4o window ori the east (right) side of the building. Your energy („ 0 calculations call out'a 6o4o window. Please change the plans or the calculations. 3. Your Parcel Map requires. noise attenuation to 45 dB. Please provide a letter from a qualified person verifying that your construction satisfies this requirement. There is a man named Albert Beck at Eco -Analysts that does this type of work. His number is 342-5991. I do not know of anyone else. .4. FEMA requires separate Flood Elevation Certificates for each building. Please provide one for this building also. Of course, it will differ from the one already submitted since there is no garage with this building. STRUCTURAL COMMENTS: IJONe PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1 of 2 1. Pay Balance of Building Permit fees in the amount of $496:85 2.. Pay impact fees: 2.1. Durham Recreation and Park District approval is required for this project. 2.2. Complete and return the Butte County School Impact fee certification form. 3. Provide a FEMA-Flood Elevation Certificate prepared by a qualified professional. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORM must accompany corrected items. Sincerely, Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer 2 of 2 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEX AND MISCWI F'OUS ONLY Ow- ner: j)Zl" �, Building Permit Number Plans Examiner: Linda Simpson A. P. Number:y GENERAL: oning requirements — (number of permitted living units). lans signed by the designer. roper description of work on the application. Existing violations on the property. Recorded notice violation. Building permit valuation. PLOT PLAN: Complete parcel size and dimensions.p 67 Setbacks, side yard, easements, etc. Ova— Other va-- Wr Other buildings or structures. Grading, fills and/or drainage. Flood hazard �,tJl Sped c nditions on Parcel Map: Noise SRA ❑ Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fees ❑ Federal. 'd Route and/or Federal Aid Secondary Route setback requirement . Building or utilities across lot lines (Lot merger approval by Butte County Land Development) LOOR PLAN: lans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural fight and 5% of ventilation (Uniform Building Code section 1203). no -1-e17 . Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The nitnimum net clear operable height dimension shall be 24". The minimum net clear openable width dimension shall be 20". When windows are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the floor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest projection from the ceiling (Uniform Building Code section 310.6.1). All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 feet in - any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). -*�!!�Water heaters which depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into a bath or bedroom (Uniform Plumbing Code section 509.0). uel burning equipment shall not be installed in a closet, bathroom or a room readily usable as a bedroom; or in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code section 304.5). Garage firewall separation - required on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). .00 nder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). ; ood stove location - Alcove — UMC section 205 confined space & 223 unconfined space & 304.2). moke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Water closet clearances (Uniform Plumbing Code 408.5). ower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). earing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4 - Foundation plans complete enough to construct building, (Uniform Building Code -Table 18-I-C). Floor construction details complete enough to construct building. , Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. ,=&.—Fireplace construction details and calculation l if necessary. _Y._ Garage door header size(s). orch header size(s). 1 f. Typical header size(s). f 0 Stud heights. High expansive soil — special foundation design required. Retaining walls requiring design. Gypsum wallboard nailing inspection required. the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed .with the bottom of the openings no more than one foot above grade. Alternatively, certification may be provided by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior malls. Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. -' lectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: JB airway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). uardrails (Uniform Building Code section 509). rick or stone veneer (Uniform Building Code section 1403). xterior plaster — weep screeds (Uniform Building Code section2506.5). oof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). oam insulation - protection. 6" halls and stairways (Uniform Building Code section 1004.3.3.2). wo exits on three— story dwellings (Uniform Building Code section 1004.2.3.2). nderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). ttic access and ventilation (Uniform Building Code section 1505). ound requirements. nergy design compliance and supporting documentation. DF responsible area requirements. BUELDING PERMIT REQUIREMENTS: 1. ❑ SRA. 2. 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IIIh '',i t 1 n , IL ; rt, f. 1 r l;iPl i L v 1 ,I;' ,, d,Au to Velasquezireq ested a noise,evaluation for a single family hom, a guesthouse Itgq , •4 I.I)YI I'' ?J +, xr Ib, -' •s tt 4 Y.y , -ti b I1. II �� ,�Y^'�a nsnicted'on`Assessors',Parcei�040`,`59u0d003Lot#�3ofthe';JugumSubdiuisioI.niinDurham;!I�+` ,�� �' II I;. it t t1 r ,IUe �'ro ,„ a Y rl �. L7f(. t I i "n i " t. %I: 1 u r 'T t t J is yx i.,., , t L. ,Biitte�Cau�tty, Oalifornia. Phe rear lot dine for fhisiparcelils cnorerthan 3� J5 fe11 I,e ytest�af the C I. 1 e r k , r r. blurt �._ ,r7 .R vs�.Y:,,anl:Tr�i re'(T�TARRi li_T�7eTCaiWalj��ftheOCCLIUIed'UI11tSwlii,'be„aIl,additionai IlI, Ili i,i 1 t n i 'I — ,f pig I `i { ;' I E '1 I ;` + 'z s 11, ” I ?:5000 feet from fthe parcel, so xt;Js unnecessary to use ho ns when) trains passp,the trac Z' ifJ see ion wes f 1i#;1 w i t r� , �, t ii i , I ; f IiI I i , , , , � �zw , L +, '� 4 1 1 t h 'n 1 j1 I` r Nx t 'I .:' 1. I� i i, 1,l i t ,•sof the slte l !v J t d r 1 q' .•I rl i 1 i ,I I f 1, �i( , ` I : r J , 4 1 d " o Pl 11 I II', i ,!I •I, t i'r U,. JI t) 11 I is` i �„� n It1 i ( ,w t c �Jr i„Iu, a'i1 ! '�r� J 1 , I La I , ; ,11 tll—y , w; �1. .,t 4 " G el Cr t o � If i , , , s 1t a { y , S , ,.A 1 8 1, ,+ ' ��' �' " I ; a calculated;_ a 'm f noise;leuel`ls establish6ft the';'number of dlesel�locomorives )? .h d Y ,1 v,, I .. �, 1 + r.i 141-` 14i ,� „ ,Yv r t, x; t I,r,,, y .I 7 sI'u o . 1 r ,. 'I , ; ' :used,'and is 55 �' ate the;rear lot hne�,t Since wiiiaows are the most noise transpar. I t 1po 10, , , of';'I I) I . ,,, ` ;:il � " eno'r';nolse le"els b -i'd on norrnaP double pane lass �, ` i`'t l ,,,a k " ''r r' II. , 1.1 >f ,III 'the buildmgrenuelope ,I a{stimated�the int ,,,. r 7:'. r i, ,,(, ..E 11 C I 1 i ri .111 ,, 1 .1, I, 4 �. ? R , r , pig.: 1�%i 1 V n, n wtpdows which attenuate noise`by 25dB The &tenor walls ofMr V_ _,, ,ea's'' , "', 11- 1 4"x, �� q �`r oI J a, 11 r :. Y'I Iil ,.r r ! 1 t,(y I� ,rrV Ifs x91 p'I ui If" ,,I °:r it IY.i�4,° _C, provide over, SOdB Ot attenuation ,� I. ; ,1 , ` r , , ` 1 1 ,IV e , y I ti -, y k 1 �-y tr I i( 1 f t I 1 t - fir ''f ,+ a ! i. i N d1 I�J c w ., Ls rl 1 Y , I IIf f , r' Ss 'It1 G r,r'tf,4 1 .5, r L J 1 .v , �a� i ;,�, I' of P' , d) r�!� ,.1 r , Nj.1 +� S 1 n I r , I I i Ili t t II 1 II,I II,+, ISI l F0.:. r =Tnterir�r,spaces;�closest ;to, the idsPRR tracks w1111,be sub ec�,to a iia ru lit nosie.level 1 1 �,. t ry :nay 1 , 1 y IJ i., 1 f rl a ,:I ', i f„ r, 15 'S1, 'P4e�jI I t I i �' belOW 30dB,r Well �810VNtt�e fe dfo hmi of4- I ,I L I k,s k t 4 k� , , t1, i'I r, 1 dl r x i I + 11.: r In II, 1 ,.d .. ..r r II' , IIx t I 1 6 Iv ul 1 , �I J.11 i 1; it iI rt i , � 1�11t 11 Jrr�l , li!I l :1 ,I l ly r 1 it r r. kis I( �r �'4 ,I ��, 1 1 f L r'' I , G1 I, J 7 }s ifl'. t I Il I,,, ,� 1 `Iµ 1t ti�1 ii1l 9r l I 11y y 'ilx 1j1 1Ik .1 rl 1 i J)I. ! 111 II till',I .I 1�1i I 1 Ln �'t IYI I, ,l 611 I r I'.. 11 rl i 1-: 4 µIi a I1,, I t I 1 (r + Ill 14r ,,I [ If �f Iry , f, r. 1 i V) , s ` 11 '': 1 IxI. , 1 ,?il ), I v IF , 1 11f r (I W T >hV I + :, , i I 'r } , I r i, 1 (, a 1 I t 4 1l '^ Albert J Beck, Ph r i t Fd1 , I, J , f, ,I 1- �•i f1 �'sl , t (I+ 1 `1 IA A �, A , IY .i f� ," a III i:l �It f41j , I y ', i't ) I. 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L7f(. t I i "n i " t. %I: 1 u r 'T t t J is yx i.,., , t L. ,Biitte�Cau�tty, Oalifornia. Phe rear lot dine for fhisiparcelils cnorerthan 3� J5 fe11 I,e ytest�af the C I. 1 e r k , r r. blurt �._ ,r7 .R vs�.Y:,,anl:Tr�i re'(T�TARRi li_T�7eTCaiWalj��ftheOCCLIUIed'UI11tSwlii,'be„aIl,additionai IlI, Ili i,i 1 t n i 'I — ,f pig I `i { ;' I E '1 I ;` + 'z s 11, ” I ?:5000 feet from fthe parcel, so xt;Js unnecessary to use ho ns when) trains passp,the trac Z' ifJ see ion wes f 1i#;1 w i t r� , �, t ii i , I ; f IiI I i , , , , � �zw , L +, '� 4 1 1 t h 'n 1 j1 I` r Nx t 'I .:' 1. I� i i, 1,l i t ,•sof the slte l !v J t d r 1 q' .•I rl i 1 i ,I I f 1, �i( , ` I : r J , 4 1 d " o Pl 11 I II', i ,!I •I, t i'r U,. JI t) 11 I is` i �„� n It1 i ( ,w t c �Jr i„Iu, a'i1 ! '�r� J 1 , I La I , ; ,11 tll—y , w; �1. .,t 4 " G el Cr t o � If i , , , s 1t a { y , S , ,.A 1 8 1, ,+ ' ��' �' " I ; a calculated;_ a 'm f noise;leuel`ls establish6ft the';'number of dlesel�locomorives )? .h d Y ,1 v,, I .. �, 1 + r.i 141-` 14i ,� „ ,Yv r t, x; t I,r,,, y .I 7 sI'u o . 1 r ,. 'I , ; ' :used,'and is 55 �' ate the;rear lot hne�,t Since wiiiaows are the most noise transpar. I t 1po 10, , , of';'I I) I . ,,, ` ;:il � " eno'r';nolse le"els b -i'd on norrnaP double pane lass �, ` i`'t l ,,,a k " ''r r' II. , 1.1 >f ,III 'the buildmgrenuelope ,I a{stimated�the int ,,,. r 7:'. r i, ,,(, ..E 11 C I 1 i ri .111 ,, 1 .1, I, 4 �. ? R , r , pig.: 1�%i 1 V n, n wtpdows which attenuate noise`by 25dB The &tenor walls ofMr V_ _,, ,ea's'' , "', 11- 1 4"x, �� q �`r oI J a, 11 r :. 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