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042-610-037
WEBB BROTHERS 789 Brandonbury Ln,lot 58, S'lvertree II' Contr : Webb Homes I;tl2q - Permit#563-87B,P,E,M(new singly family) GARY & BARB GIBSON ' Contr: Sunshine Pools Permit#1165-88B,P,E(new swimming pool) 042-610-037 02-205���A��D RICHELIEU,JEFF&GAIL (�-Z-v� 789 BRANDONBURYLN., CH G - KITCHEN & DINING MAD TION - - n ,:,;; ., ,,i. ,�,,y � �' COUNTY OF BUTTE - DEPARTMENT OF 0EVtL6PMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE N (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 042-610-037 ZONING —SR BUILDING PERMIT OWNER RICHELIEU JEFF & GAIL TELEPHONE 893-2941216 SO. FT. OCC. BUILDING VALUATION R 11,664.00 OWNER'S MAILING ADDRESS 789 BRANDONBURY LANE CHICO, CA 95926 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDERS MAILING ADDRESS Total Valuation $ 11 664.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 135.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ ZT. 75 BUILDINGADDRESS 789 BRANDONBURY LANE CHICO, CA 95926 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 265.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Trap 7.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY —Each 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 EX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ 0 Describe Work: ADDITION OF WALKIN CLOSETS IN MASTER B Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 WIMobile Home I S I G I W 1@20.00 PERMIT FEE S G ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and y license is in full force and effect. Li n e 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: IrV I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 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' co pensation provisions of section 3700 of the Labor Code, I shall wit ply with those provisions. •�f Dat ` atu a lic n IB Owder Contractor Agent An OSHA permit is reui d for excavati s over 60" deep and demolition or construction of structures over 3 stori in hei Main Service 20GA TO 10ooA 46.00 NEW CONST. DWEWNG UP. s0 OR ADD"S• a Acc. BLDS. 3.50E 7.5 NON-RESID MULTI -OUTLET @7.50 PowER APPARATUS 8 SINGLE OUTLET CIR. 00 OUTLET OR FOCTURES 20 p I.50 Ex. Occu SAL p .s0 FlXED APPLNS. OR 5.00 Ex. Occup. ourLETS REs1D. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 27.55 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ cc TOTAL FEE $ 293. aQ gPE EES IMP FLOOD X CDF PAR H ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above or whi h fees have By/A`U,�ate PERMIT PIKES ON the applicable provisions Resolutions to do work been paid. Def. Receipt No. JU WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO �Iev 12/96, APPLICATION AND PERMIT - 0 9 SCT A;SESSOA PARCEL NUMS BUILDING PERMIT OWNER �E S0. FT. OCC. BUILDING VALUATION OWNERS MAIUI CONTRACTOR S CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER S MMUNG ADDRESS ARCHrTECT OR ENGINEER LICENSE NO ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS _ A _ n Lor No. SUBDIVISIONS NAMEPARCEL MAP USEOFSTRUCTURE SIX F , Duplex ❑ Mobilehome ❑ Other svEclFv TYPE OF WORK New 0 Addition 4 Remodel ❑ Utilities ❑ Installation ❑ Other ❑ "PEPJA T FEE PA26 Sill . . SHERIFF OTHER AMOUNT MEMO • Nu�ee X C- TO TO N IVT sNTO COMhlTlR I I Fireplace Total Valuatlon S — Filing Fee S 20.0: Permit Fee $ 0. C). Plan Checking Fee b a 9, 1S Energy Plan Checking Fee S 53100. S PERMIT FEE 02 (p 7 PLUMBING PERMIT Filing Feel 20.00 Each Trap 7.00; Solar or t pump water heater 23.001 Water piping 15.00; Each as water hen or vent 1 5.00! Gas piping system 1- 5 ttets 15-001 Building sewer 15.00: Mobile Home I S I GI W @20.00' PERMIT FEE I $ ELECTRICAL PERMIT I Fling Fee' 20.00 Main Service 00°" oR ;Ess tow oR IFss 23.00 in Service tow TO 1000A I 46.00; NEw T. owELLNG OCCUP. OR AD DN (., l ACC. BIDS. ) l 3.$CSo l a FT.;;" N O MULTI.OIlTLET NON•RESIo. I @7.501 y� POWER APPARATUS l�SNGLE OUTLET CIR. --- I ` Ex. Occup. ( ?R FOCrVRES 20 Bl 1.00 BAL .!0 FIXED APPU4. Ex. Occup. OUTLS AFS O ETEA I I S.00 Temporary Service 23.00; Mobile Home Facilities Mobile Home Facilities Misc. WiringMisc. Wiring 29.p0g PERMIT FEE I =PERMIT FEE _�r _. MECHANICAL PERMIT I Filing Fee 1 20 GO Heatipf&1 CoolingI Hood 6.50 Ventilation I Mobile Home Installation Fee $ \ Energy Inspection Fee I $ Occ c .NST. TYPE TOTAL FEE $ I I HA2. I D. FEES I IMP I FIL000 I CDF I PARCEL Po I'n0 i 65LE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By ReceiptNo. PERMIT EXPIRES ON WHITE-O.O.S.-6.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN ROO•APPLICANT Date OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signawe. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES 10 NO El 4�! I HAVE It HAVE NOT 0 signed an application for a building permit for the proposed woo& 3. I have contracted with the following person (firm) to provide the proposed construction: k NAME: RESS: CM: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide p 'ons of this work, but I have hired the fol g person to coordinate, supervise, and provide th ajor work: NA�tiIE: ADDRESS: CITY: PHONE: CO OR'S LICENSE NO. 5. I will provide some of the work t I have contract (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: k 0A NJ V U11 SOCIAL SECURITY 7�NM'ER: AT 4 - NOTE: This Owner -Builder Ver (cation is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be -compkied and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORtti1ATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise enrage any persons other than your immediate family, and the work (including materials and other costs) is S300 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 contactor 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. I4MvJgerC,iBVuii1di2ng ly, C.B.O. Inspection NOTE: This Owner -Builder Information is required by Section 19810 of the California Health and Safety Code - OVER L., , ...:� r. r . r�.{- rw 1' 1. ti� � s.'*'`'M ..T+•:✓'r sF . H.^ a. 44 �� •T r,-. +-.{;, ,.�.,. _ -.., .. � s ,_ ... . t BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 1 l c (One form per Building) School District V J )3 Building Department No. A.P. Number Aa— 6/0 - Ui ri action: City ©county Property Owner RIG 4A A .e—. Property Location/Address 1 Subdivision te n. L J C by/C -,-) Lot No. `t .................... :............................ ................................................................... Residential Development Sq. Footage No of Living Mobile Home AddaioN 'Supplemental to (Group R) Units Installation Conversion Permit # t. '(No foundation inspection): ................ ................................................................................................... Commercial/Industrial. New Addition Building Department Representative Sq. Footage Date (Including Exterior / Roofed Areas) L /1 1/', (rioor rians reviewea Dy acnooi uistnct rersonnep District Identification No. School District certifies that u TJO k-v—� 11 J (Applicant) 3'a9 , (Street Address) (Phone Number) 95�2 6 ICity1(State) (Zip Code) has complied with the requirements of Resolution No. Q by payment of $ representing (� square feet. AB 2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # y� 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 66020(a), within 90 days from the dati 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.xls (10/98)dmm CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Richelieu Date..04 18 02 12:42:03 Project Address........ 789 Brandonbury Lane ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 216 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 4.2 % of floor area Average Glazing U -factor... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.29 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly ' Type ------------ Type ------- R -value -------- R -value R -value U -factor ---------------------- Location/Comments ------------------------ Wall Wood R-13 R-0 R-13 0.088 Roof Wood R-11 R-19 R-30 0.031 Attic FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- Window Back (W) ----- ------ 4.5 --------------------- 0.400 0.290 Standard -------------- Standard ----- None Window Back (W) 4.5 0.400 0.290 Standard Standard None SLAB SURFACES ------------- Area B(� 'E slabType (sf)COUNTY -yp------- -3UILDING DEPART Standard Slab 216 MEN1 A Pp ovw CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2. CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title........... Richelieu Date..04/18/02 12:42:03 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM CF -1R I User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- HVAC SYSTEMS WATER HEATING SYSTEMS --------------- - - - - -- 4 Number Tank External in ' Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) 'R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.62 40 R- n/a REMARKS 0 Refrigerant. Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow Location ----=------------- R -value Leakage ------- D Type Furnace 0.780 AFUE n/a Attic ------- R-4.2 No ------ No ---------- Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------- - - - - -- 4 Number Tank External in ' Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) 'R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.62 40 R- n/a REMARKS 0 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Richelieu Date..04/18/02 12:42:03 --------------------------------------------------------------------=---------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -JEFF Wth-CTZ1'1S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Richelieu -------------------------------------------------------------------=----------- 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.... Jeff Richelieu Company. Northstar Engineering Address. 20 Declaration Dr. Chico, Ca. 95973 Phone... 893-1600 License . R 4E 5 0 Signed.. LQ, /7t.9=- - rV (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 �._ Signed.. P � (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R -------------------- ----------- ---------------------------------- Project Title.......... Richelieu Date..04/18/02 12:42:03 Project Address........ 789 Brandonbury Lane ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 ---------- .----------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------- - MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- 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. -3c� 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply / to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30W, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. r 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. N .a 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 1 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Richelieu Date..04 18 02 12:42:03 MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Richelieu b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. f 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150Sj): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a' minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be -sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ---------------------------------------------------- - -- Project Title.......... Richelieu Date..04/18/02 12:42:03 -------------------------------------------------------------- MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM MF -1R I User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES Design- Enforce- 'er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible ✓ lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Richelieu Date..04/18/02 12:42:03 Project Address........ 789 Brandonbury Lane ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- ----------------------=------------------------------------------ ----------------------------------------------------------------- = MICROPAS6 ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ------------------------ Design Design Margin = - = Space Heating.......... ---------- 6.29 ---------- 3.68 ---------- 2.61 = - Space Cooling.......... 28.10 40.32 -12.22 = _ = Water Heating.......... 80.64 64.01 16.63 = = Total 115.03 108.01 7.02 = _ *** 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 -factor... Average Glazing SHGC....... Average Ceiling Height..... 216 sf Single Family Detached Addition Alone Front Facing 90 deg (E) 1 1 FullYear Slab On Grade 1 1728 cf 216 sf 4.2 % of floor area 0.4 Btu/hr-sf-F 0.29 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... Richelieu Date..04/18/02 12:42:03 MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- 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 216 1728 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- HOUSE - New 1 Window Back (W) 4.5 0.400 0.290 270 90 Standard/0.76 Standard/0.68 2 Window Back (W) 4.5 0.400 0.290 270 90 Standard/0.76 Standard/0.68 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 216 HVAC SYSTEMS Area U- Insul Act Solar Form 3 Location/ Surface (sf) factor R-val Azm Tilt Gains Reference Comments ---- - --------- HOUSE - New ------ ----- ----- --- ---- ----- ------------ ---------------- 1 Wall 144 0.088 13 90 90 Yes W.13.2X4.16 Y Wall 98 0.088 13 180 90 Yes W.13.2X4.16 3 Wall 135 0.088 13 270 90 Yes W.13.2X4.16 4 Wall 98 0.088 13 0 90 Yes W.13.2X4.16 5 Roof 216 0.031 30 n/a 0 Yes R.30.2X4.24 Attic FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade Orientation (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- ----- ----- ----- --- ---- -------------- -------------- HOUSE - New 1 Window Back (W) 4.5 0.400 0.290 270 90 Standard/0.76 Standard/0.68 2 Window Back (W) 4.5 0.400 0.290 270 90 Standard/0.76 Standard/0.68 SLAB SURFACES ------------- Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 216 HVAC SYSTEMS Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type Efficiency Airflow Location R -value Leakage D Eff ------------- HOUSE ------------------------------- ------- --------- -------- ---- Furnace 0.780 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Richelieu Date..04/18/02 12:42.03 ------------- MICROPAS6 v6.01 File -JEFF Wth-CTZ11S92 Program -FORM C -2R I User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- 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 0.62 40 R- n/a REMARKS COUNTY OF BUTTE - DEPARTMENT OF �PMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERM N . APPLICATION AND PERMIT<� ASSESSORPARCELNUMBER 042-610-037 ZONING -SR BUILDING PERMIT OWNER RICHELIEU JEFF & GAIL TELEPHONE 891-9941216 SO. FT. OCC. BUILDING VALUATION R 110664.00 OWNERS MAILING ADDRESS 789 BRANDONBURY LANE CHICO, CA 99996 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 11P664.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 135.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 87.75 BUILDING ADDRESS 789 BRANDONBURY LANE CHIC Energy Plan Checking Fee $ 0 $ PERMIT FEE $ 265.75 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION OF WALKIN CLOSETS IN MASTER BIDR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 obile Home s G w @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service '..A oa'.ss 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, rndy license is in fullforce and effect. Class LIC. No. DECLARATION affirm under penalty of perjury that I am exempt from the Contractors License r the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLINGOCCUP. OR ADONS. a ACC. BLDs. SO 3.5QF: 7.55 N N -ROE ID MULT1.011TLEr @7;50 PO APPARATUS aSINGLE OUTLET C'R.e Ex. Occu OUTLET OR FDCTUREsby ani@ 1.50OWNER-BUILDER Ex. Occu . DSS RESpPPLNS )E. 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 27.55 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 Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 10 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' cc pensation provisions of section 3700 of the Labor Code, I shall hwit c ply with those provisions. I Dat --{H' atu a lic n - ®Owner Contractor Agent An OSHA permit is re ui ed for excavati ns over 5'0" deep and demolition or construction of structures over 3 stori in hei Mobile Home Installation Fee $ Energy Inspection Fee $ &VCC w PE TOTAL FEE $ 293. aQ AZ. D. FEES IMP FLOOD X CDF PAR H ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above r whi h fees have been paid. ByX Oate PIRES ON 4 p.D.S.-B.O. Dete rReceiptNo.n.j2/z/�2vi.juPERMIT CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NorthStar ENGINEERING Civil Engineers* Surveyors ole October 30, 2002 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Philo Hunt RE: Permits#62==2©59=for the Richelieu Addition A.P.N.:042-610-037 _ Dear Mr. Hunt, With this letter I am approving the footings, slab, footing reinforcing and underground conduits as constructed for this permit for the addition located at 789 Brandonbury Lane. I reviewed the footings and reinforcing prior to pour and found them to be in compliance with the approved plans. I am also approving the structural framing of the walls, ceiling and roof as constructed. If you have any questions, please contact me at 893-1600 ext. 210. Sincere y Jeff Richelieu, P.E. NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 .. V 042-616-037.02-0936 ;RICHELIEU, JEFF& GAIL 789 BRA140ONBORY LN.; CHICO ADDITION WALK-IN CLOSET IN MASTER BEDROOM COUNTY OF BUTTE - DEPARTMENT OF 'DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 3Q�NQ. � (Rev. 12/96) APPLICATION AND PERMIT 2 —09300 ASSESSOR PARCEL NUMBER 042-610-037 ZONING - ASR BUILDING PERMIT OWNER RIMLM Aff & GAM TELEPHONE 893-2941 SO. FT. OCC. BUILDING VALUATION 216 R 11 . OWNERS MAILING ADDRESS 789 BRANDONBURY LAW (MCCIII, CA 95926 CONTRACTORS NAME 06KI d1 TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation is 11.1%4.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 135.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ V. �UIL9 ADB WIMMDRESS Y �E �� CA 95926 889 iDYAY1i�2 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 265.75 LOT NO. SWDNJSIONS NAME ; .,, ; , PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 . TYPE OF WORK New ❑ Addition E% Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ADDITION OF WHIM (IMETS IN MASTERBEDR01 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Sabile Home IS I GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 LESS Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, y license is in full force and effect. e Class Lic. No. OWNER -BUILDER DECLARATION by affirm under penalty of perjury that I am exempt from the Contractors License VLawr the following reason: W 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. BLDS. s0 3.50, 7. 55f =R ID MULTI -OUTLET @7,50 POWER APPARATus a sM1G. DvrtET cIR. Ex. Occup. OUTLET OR FIXTURES BAS FIXED APPLNS. OR EX. Occup.0UTLErs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 27.55 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.) 0 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' laws of California, and agree that 9 1 should become subject to the workers' cc pensation provisions of section 3700 of the Labor Code, I shall hwit Iy with those provisions. _ / _ Dat 44q] toe lic - ! Owner Contractor `C�'Agent An OSHA permit is recjui d for excavati s over 5'0" deep and demolition or construction of structures over 3 stories in hei MECHANICAL PERMIT Filing Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ c c PE TOTAL FEE $ 293.30 AZ. D. FEES IMP FLOOD CDF P M r7compensation x This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above r whi h fees have By PER PIRES ON applicable provisions to do work been paid. ate Det Receipt No. ' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT • ;Z N®rthStar ENGINEERING Civil Engineers - Surveyors ,November 1, 2002 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Philo Hunt RE: Permit #02�0936-for the Richelieu Addition A.P.N.: 042-610=037 Dear Mr. Hunt, With this letter I am approving the 2-2x 12 in place of the 2-1 %" x 14" Versalams shown at the ceiling in the master bedr6om. I am also approving the hip to rafter framing over the master bedroom and closet area. These two items were noted on the correction list provided by Richard Nixon. If you have any questions, please contact me at 893-1600 ext. 210. Sin cerel Jeff Ric 4 ieu, P.E. NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -993-2113 wtlie�pe-e 4r,-g- P&Mv s / p�e7pM i r ,e::-on 02-0y36 ? PtA-,&Z.5 MESS/N6 ? r { NorthStar OCT 3 1 2002 ENGINEERING Civil Engineers • Surveyors October 30, 2002 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Philo Hunt RE: Permit #02!M936jrfor the Richelieu Addition A.P.N.: 042-610-037 Dear Mr. Hunt, With this letter I am approving the footings, slab, footing reinforcing and underground conduits as constructed for this permit for the addition-, located at 789 Brandonbury Lane. I reviewed the footings and reinforcing prior to pour and found them to be in compliance with the approved plans. I am also approving the structural framing of the walls, ceiling and roof as constructed. If you have any questions, please contact me at 893-1600 ext. 210. Sincer, Je 172 heu, P. E. NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 ' i -i;- i i q... •...A. a.:� [. • 1:'s c;✓ „d Y% f :7i t,', 'P. . . r e.vrc.f-•,•.a•. 10/30/02 11:41 NORTHSTAR ENGINEERING -� 53B2140PP1100 ND.942 001 r ENGINEERING Civil Engineers • Surveyors October 30, 2002 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Pax: 538-2140 Attention: Philo Hunt RE: Permit a#02-0936sfor.the.RichelieiuiAddit on A. P. N;: ;;0426TCr�3.y Deax Mr. Hunt, BUTTE COUNTY BU0.DING DEPARTMENT APPROVED With this letter I am approving the footings, slab, footing reinforcing and underground conduits as constructed for this permit for the addition located at 789 Brandonbury Lane. I reviewed the footings and reinforcing prior to pour and found them to be in compliance with the approved plans. I am also approving the structural framing of the walls, ceiling and ,roof as constructed. /Ftte,� .✓6 'ro I3t IAuSj-*. gY Gxwt� 1f you have any questions, please contact me at 893-1600 ext. 210. Sincerely, Je i elieu, P.E. NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 11 1 PERMIT NO. 116 9 — PERMIT EXPIRES OWNER GARY & RARR ( gsm CONTR. Sunshine Poola ASSESSOR PARCEL 42-61-37 e ' LOCATION 789 RrandonhurV T;,qne, Chirn I Temp. Power Pole ` Called PG&E Temp. Elec. Service ! Called PG&E Temp. Gas Sen Called PGA JOB FINALED Signature •i 1 =OK o = Not - =Not Applicable RESIDENTIAL (Single and Duplex) _• Not Ready Date UNDERFLOOR (Plans) OK except #'s Date FRAMING (Continued) 1. Zoning -Setbacks; -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/. /"- Ftg. Depth 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat Clearance _ 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel -Bloc ko uts-Wrapped 50. Garage Fire Protection Framing 7. Slab; Steel -Wrapped 51. Property Line Firewall & Openings 8. Piers -Fireplace Ftg.-Steel 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 10. Gas Pipe; Size -Anchors 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test 55. Siding -Nailing Veneer 12. Electric; Underground 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance- Material -Su pprt-Ins. 57. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 58. Shear Walls; Nailing -Bolts 15. Insulation 59. Insulation-Walls-Clg. 60. Infiltration -Wal Is-Wndws Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -81 Date Card -B1 Date Card -B1 Date Card -131 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except #'s 17. Water Pipe; Test & Anchors -Nail Protection 61: Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 Date Card -131 Date 67. Stairs &Rails Card -B1 Date Card -B1 Date 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 23. Elec. Receptacles Spacing -Lights & Switches at Doors 71. Elec. Outlets & Receptacles at Kit. Counter 24. Size Boxes & No. of Conductors -Stapled 72. Garage Fire Door; Swing-Landing-Closer73. 25. Romex Installed Close to Edge of Studs & C.J. A.C. Duct in Garage -Damper 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas &Water 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 75. Plb., Elec. & Mech. Equip. Listed for Location 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or AI 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 30. Service -Riser Conductors & Ground -Main Disconnect 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 33. Smoke Detector 81. Stucco; Brown -Finish Card -131 Date Card -131 Date 82. A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MECHANICAL (Permit) OK except #'s 84. Water Well; Disconnect, Electrical, Plumbing 34. A.C. Ducts Insulation & Support 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 35. Vent Fan; Exhaust above insulation 86. Ventilation throughout House 36. Condensate Drain & Overflow; Size & Grade 87. Glass Protection 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 88. Corrections from Previous Inpections 38. Attic Access & Platform if Furnace in Attic 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Card -131 Date Card -131 Date 92. Roofing Certificate Card -B1 Date Card -B1 Date Card -131 Date Card -B1 Date Card -B1 Date Card -B1 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors Card -81 Date Card -B1 Date 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound Comments at Final: 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) = OK 0,= Not OKNot 1 ' = Not Ready yable MOBILE HOMES 1 MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / P1 ft. / /"Nat. or/ PV ft./ /"LPG 7. Utility Clearance Card -61 Date Card -81 Date Card -131 Date Card -61 Date Date MOBILEHOME 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/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch I 10. Cert. of Occupancy 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.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -61 Date Card -81 Date Card -61 Date Card -B1 Date Date POOLS (Plans) OK except #'s j etbacks-Easements 1Y. Soils; Compaction -Structure Stability Z.;,4a,66I Structure; Steel -Connections -Thickness- \ Dead Men -Lining Elec.; Receptacles and Lighting, Distances-GFI Elec.; Pool Lighting; 15 volts-GFI Elec.; Enclosures; Conduit Entries -Terminals -Listed Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. y Boxes-Enclosures-Panel boards- Ins. to Main in Conduit 9. Health Department Approval lumb.; Cir. Test -Water Supply Test j Card -61 Date,S 0 Jk r -B1 Date 1 Card -81 Date I / / rd -B1 Date ,�01, Y/ 1w 61-Wor o7Z CAVL Card -B1 Date Card -61 Date Card -B1 Date Card -B1 Date 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.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -61 Date Card -81 Date Card -61 Date Card -B1 Date Date POOLS (Plans) OK except #'s j etbacks-Easements 1Y. Soils; Compaction -Structure Stability Z.;,4a,66I Structure; Steel -Connections -Thickness- \ Dead Men -Lining Elec.; Receptacles and Lighting, Distances-GFI Elec.; Pool Lighting; 15 volts-GFI Elec.; Enclosures; Conduit Entries -Terminals -Listed Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater Elec.;Ground ing; Equip. w/5' -circulating Equip. -Pool Lghtg. y Boxes-Enclosures-Panel boards- Ins. to Main in Conduit 9. Health Department Approval lumb.; Cir. Test -Water Supply Test j Card -61 Date,S 0 Jk r -B1 Date 1 Card -81 Date I / / rd -B1 Date ,�01, Y/ 1w 61-Wor o7Z CAVL COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California -95965 - Telephone: 916/538-7541 APPLICATION"AN6 PERMIT f4 R I? O�� ASSESSOR ARCEL NUMBER ZONING BUILDING PERMIT OWNER 1112W v- 172,65 v<23/pl 6179 TELEPHONE, 1-1 1WNER'S , FT. OCiCi. BUILDING VALUATION MAILING ADDRESS ON RACTOR'S "N AME��. � �, /)� � TE PHONE CONTRALTO 'S MAILIN ADDRESS 7�Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHIT CT O ENGINEER r LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 �1 D , �� Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each gas water heater or vent 5.00 USE OF STRUCTURE �Q SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I GW 0.00ea TYPE OF WORK New Addition [_1 Remodel[] Utilities❑ Installation❑ Other[] Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT FiIin9 Fee 10.00 Main service 100v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check One): jam licensed under provisions of Chapt. 9, Div. 3 of the Business and Professi ns Code and rpy license is in full force and effect. License No. L Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.N) OR ADDNS. ACC. BLDGS. , /20sgft NEW CONSTR U T .OUTLET NON-RESID .BRA C CIRC S 2.50 ea POWER APPARATUS S (SINGLE OUTLET CIR. ) Ex. OCCUp OUTLETS OR FIXTURES 5AL030 FIXED PR Ex. Occup. OUTLETS (RESID )EA.) 2.00 Temporary service 10.00 Mobile Home Faci 'ties 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. �! all not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement,should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation pertnit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabil' ies, judgments, costs, and expenses which may in any way accrue ag nst d Count in c sequ nce of a granting of this pey�it. L/_/ —�v X Date [ Signature of Applicant — Owner E]Contractor� *i ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ l Z OCCUP. I CONST.TYPE SCHOOL �. I FLOo ARCCL PD Ho Is5 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR Or PUBLIC BY � PER EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date LfiZo�� '^ G Receipt No. _ WHITE-D.P.W.. TELLOW--ASe LSSOR.PINK-INSPECTOR. GOLDENROD -APPLICANT ., _, s..-....-..--.,..•-... ..,....r --•,.••-•i- �a;a;: •f"1i•�'...':i ;�='i ."'ic�ia�+'r"i.Y^ - w:..�. v...v-_ti-.r4•�:`."'•r"`'"r''-r:.'-" - - COUNTY OF BUTTE - DEPARTMENT,&OF •PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE- OROVILLMAtif4NIA 95965- TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER C�'e� A. P. No. Proposed Building Use `1_ 91�9Building Inspector%���j21-V Date4211�n At time of permit application, I was advised the following data must be submitted prior to permit processing \8ftd:/Or issuance: DATE RECEIVED APPROVED \v 1. All items.have been submitted. . . . . . . . . . . 2. Plot plans in duplicate./triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District "Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , . , , , , , 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner0, Mail to owner ❑•) _15. Improvements may be required. . . . . . . . , , , 16. Mobilehome Installation Data. . . . . . . . . . . 17. Pre -Inspection for Required. Pre-Inspec. request to (Date) Building Inspector �ti' 18. Recorded copy of Agricultural Acknowledgment Statement. 19. Driveway Permit. 20. Plot plan approval from city of 21. Engineered trusses in duplicate (required prior to plan check). 22. When you issue the permit, process as follows: Mail to owner, Mail to contractor. Telephone and hold for pickup at -off ice, Deliver w/inspector. Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone--:-nail—counter by date Contractor, designer, owner, was advised of above required data by—phone _maII—counter by date Plans checked by Date Plans approved by `�-� Date Sets of plans on hold in File cabinet AP folder Copy—DPW PERMIT NO. 563-87B,P,E,M PERMIT EXPIRES���n I OWNER WEBB BROTHERS +� CONTR. Webb Homes �.�_, _ 44,)--421-37 ASSESSOR PARCEL '- -44P� � Y' LOCATION 789 Brandonbury Ln,lot 58,Chico OFFICE COPY Address GAS Meter By D e l ELECTRIC Mete / Date • ,� I w � s l� i= Temp. Power Pole Called PG&E Temp. Elec. S Called P( Temp. Gas Sei Called PC JOB FINALE[ Signature COUNTY OF BUTTE J DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 C RRECTION NOTICE /"w S�- OWNER PERMIT NO. A .routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work Is completed. If you have any question pertaining to this �ma.tter, orne additional explanati please/ contact this office immediately. l � z- /1 i �1.4 — . — (L. I Inspector V=OK 0 _' Not UK ' = Not Applicable MOBILEHOMES = Not Ready MISCELLANEOUS • Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except p's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4.- Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Locatiort-Test-Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./- /"LPG 7. Utility Clearance _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors _ 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1, Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability' 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity. Tagged B. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date K 0 -lNot OK r 7 = Not Ready Applicable Clot RESIDENTIAL�(Single and Duplex) (k Date XWfAkLOOR Plans) OK except #'s i Kg requirements—Setbacks— ements _ r6tg_., Main; Soils—Steel—EI . Grnd.— ge;Soils—Steel— / /" Ftg. Depth 4. F orches & Decks; Soils—Steel— / /' I walls, Main; Steel—Blockouts—Wra00ed— W.V.: Fal-FKngs—TeL�42 way @9G—Sew1irr_Test __ _ 9. Gas Pipe; Size—Anchors 10. Water Pipe: Test—Anchors—Regulator—Service Test 11. Electric; Underground 12. Plenums & Ducts; Clearance—Material—Support—Ins. 13. Girders—Sills—Anchor Bolts—Joists—Vents—Cripples Card -BI Date C ) Card -BI Date D L --' Card -BI Date d Y Card -BI Date Date MI BING (Permit) OK except N's 14. W r Ht.: Vent—Access—Combustion Air 1 Wear Pipe; Test & Anchors—Nail Protection 1 D.W.V.: Test—Fttngs & Anchors—Nail Protection 15Shower Pan: Test, First Floor—Tub Access rTub & Shower, 2nd Floor—Tub Access_ t Gas Pipe: Size &Anchors Card -BI Date _ _ Card -BI Date Card -BI Date Card -BI Date Date ELEJGTRICAL (Permit) OK except p's F ure & Transformer Clearance—Ins. Protection c. Receptacles Spacing—Lights & Switches at Doors 2"e Boxes & No. of Conductors—Stapled _ 2,( mex Installed Close to Edge of Studs & C.J. 24/Eq ip. Ground made up w/Mech. Fasteners—Bond Gas & Water 2 pliance Circuits in Kitchen & Conductor Size 2 Sytffeed Wire Size / / ga. Cu or AI—A.C. Wire Size / / ga. Cu or Al N. Range Circ. / / ga. Cu or AI—Oven Circ. / / ga. Cu or At, In�-rated Neutral Yes �No 28/Se vice—Riser Conductors &Ground—Main Disconnect _ 29.�%urp. Clearances: Panels—Motors—Mech. Equip. _ 3C clothes Closet Light—Shower Light Gard B -I } Date Card -Bi Date _ — Card B -I Date Card -BI Date Date MEC ICAL (Peirnit) OK except q's 3 /(yrt'FAte. Ducts. Insulation & Support — 33an: Exhaust above Insulation 33. Condensate Drain & Overflow: Size & Grade 34. Fu nate-05� Access -Comb. Air—Return Air Vent— 115V_o_utlet _ 3 ttic Access & Platform if Furnace in Attic Card -BI In Dat Card -BI Date Caid-BI D e Card -BI Date Date F ING(Plans) OK except N's SII ;Proper Material &Anchors 37 s. Studs—Nailing, Spacing & Bracing—Plates—Sound 3 B (ng Walls over Girders & Floor Nailing 39. Tri Stop to Walls (rat proof) -- 4 Fire Stops: Furred Ceilings—Stairs—Chases—Tub 4t oder & Beam—Size & Bearing 421 /Hpngers—Posl Caps—Anchors—Connectors 43/ g. Joist—Rfir. Ties—Purlin—Roof Brac.—Truss—Shthnq.—Rfnq. 44place Ties or Type A Flue—Fireplace Throat FRAMIN,g�Continued) 48 ty Line Firewall & Openings 4 Ext. Doors—One 3'—Check Garage -3rd story, 2 exits Width—Headroom—Rise—Run—Landing—Fire Protection _ 51✓Ply�od on Roof Overhang—Attic Vents—Rafter Outriggers 50 . idinn—Nailinn—Vonoor 0 lass —Fdn. Vents—Underflr. Access Plastic 5 ara s; Nailing—Bolts — Card -BI Date Card -BI Date Card -BI Date(/ /s V) Card -BI Date Card -BI Date Card -BI Date Date FINAL (Plans) OK except #'s Ext. Steps—Door & Sidelight Protection—Landings Smoke Detector Furnace; Vents—Clearance—Comb. Air—Connector— In Garage; Above Floor—Ducts—Meth. Protection Bedroom Exiting G.F.I. & Bath Fixtures & Tub Access 1. Elec. Trim & Subpanel; Breaker Sizes—Labels Stairs & Rails _ 3. Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. Kit. Fixt. & Appliance; Grnd.—Air Gap—Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing— Land i ng—C loser A.C. Duct in Garage—Damper 9. Wtr. Htr.; Vents—Clearance—Comb. Air—Connector—P.R.V.— In Garage; Above Floor—Meth. Protection Plb., Elec. & Mech. Equip. Listeq for Location 71. Elec. Receptacles in Garage; (G.F..)—Romex Protec. '. Insulation—Foam—Looked in Attic Yes Guard Rails & Deck Construction—Post Caps 4. �.' Fdn. Vents & Crawl Hole Door—Drainage & Wood -Earth Clearance Loo—ked under Floor ❑Yes 5�7 Following instld.: Drive ❑ Yes [I No; Walks ❑ Yes ❑ No; Planters Dyes ❑No Stucco; Brown—Finish — 17,7. A.C. Unit; Disconnect—Clrnces—Brkr. & Cond. Size -115V Outlet . Vents Above Roof; Plbg.—Appliance—Firepl.—Clearance to Opngs. _ 9. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle—Underground Ventilation throughout House _ -,42. Glass Protection 831. Corrections from revious Inspections 84. Gas 7gs_yA4 rs Tagged; Gas—Electric 85. Water & Sewer Connected—C/O to Grade—HD Approval 86. Energy Compliance Certificate—Other Certificates — Card- Date rd -BI Date — Card -BI Date and -BI Date Card -BI Date Card -BI Date Com Tents at Final: 4 AI1ic Access. Size & Romex Protection—Draft Stop—Ins. Baffles 47Gdrm. Windows or Exiting Doors—Sill Hgl. & Dimensions arage Fire Protection Framing (NOTE Anentrymust be made each time youvisil jobsite) r COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS t t 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 - 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE eo � A01 S" Sr T NO. A routine Inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, orneedadditional explanation, please contact this office Immediately. A�t e �z % ru j �2/v $ u `IGS L" u t e/ CL. L -j k I 1 -1 /7) o&.% "19 a (Jvade et,/ - ( " Cf ow uti U Inspector Date Owner: WEBB HOMES Permit No. ENERGY EE R T I F I C A T ION lot if lan 2�1 _ S11vg]Ctra_a__ - B_randnnhii�r_ ('t ,y Cbi r LOCATION A.Y. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inches) EXTERIOR WALL Material Fiberglass Thickness(inches) 3," CEILING Batt or Blanket 'hype_ Batts Thickness(inches) 10" Loose Fill Type Insul Safe III Minimum Thickness(Inches)__ 11" 2--_ FLOOR, ELEVATED Material Thickness(inches) FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material Thickness (inches) Brand Name Thermal Resistance (R Value) Brand Name CertaintPed Thermal Resistance(R Value) R-13 Brand Name l'er-tainteed Thermal Resistance(R Value) R_3C Brand Name C r ain eed Number of Bags__ Wt. per bag __ lb. Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand.Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in conformance with the State of California Energy Requirements. SHASTA INSULA TURE OF IIISTNLONTTP-PUTMIZA 272941 STATE CONTRACTORS LICENSE NO. DATE I hereby certify the above insulation and,all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of.the quality prescribed or are specifically approved by the State of.California. FIRM `$A1vE/Oi `M.'R (Please print) STATE CONTRACTOR'S LICENSE NO. �_� fir' ' ?/ _ S � ' GNATUR\-E OF GE;NE►C017TRACTOR OWN�CR DATE THIS CERTIFICATE MUST BE ON FILE WIT1 THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SF.ALL BE. POSTED WITHIN THE BUILDING. January 1984 A COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. �y 7 County Center Drive - Oroville,,Galifornia 95965 - Telephone 916/534-454 APPLICATION AND PERMIT \ 42EIf PAR L N MBER, I_ ASR G BUILDING PERM WNER Webb Brothers TELEPHONE 891-3351 ,SQ. FT. OCC. BUILDING VALUATION 71,320 N R SMAILING ADDRESS 9�G Connors Ct., Chico, CA 95926 528 M 7,392 WONTRHomesSNAME ebbCONTRACTOR'S TELEPHONE COV 2,900 MAILING ADDRESS Fireplace 0 1, 000 CONSTRUCTION LENDER UNKNOWN A Total Valuation $ 82,b12 Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ 382.00 61qLITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 15,00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 789 Ln. Permit fee $ 422.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 6. QQ Chico Solar or heat pump water heater 20.00 LOT NO. 58 SUBDIVISION NAME PARCEL MAP Silvertree II 104=56 Water piping 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF% Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 5,Q Building sewer 5.00 .00 Mobile Home I S I G JW I O.00ea' TYPE OF WORK New Addition❑ Remodel[] Utilities[] Installation❑ Other❑ Describe work: Master #80-82 (Plan #229C) _ Permit Fee $ 46.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP OR1 OR LESS10.00 n nn Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON•RESID I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full fo a and effect. License No. ����9� Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING DcODS AC C.BI.OUTLET New , /20sgf CONSTR( LT BRANCH CIRC ITS 2.50 ea (POWER APPARATUS e� (POWER OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20050! e AL030 Ex. Occup. OUTLETS FIXED P(RESID,)REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. R;, -1 -have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Dual Pak 6.00 Cooling 6,QQ Hood 3.00 3.00 Ventilation permit Fee $ 25.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said unty in conse ence of the granting of this permit. X Date ���-�7 Signature of App icant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee .$ Energy Inspection Fee $ 30.00 TOTAL PERMIT FEE $ 610.55 OCCUP.1 �3 CONST.TYPc SC vL000 PARepr PD HD s9 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees D) ECTOR OF PUBLIC I BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS ems,, G Date P/y//))f # S '" p-7/ Receipt No. 0 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLICWORKS- BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLEu4:C-AL1IFeRNIA 95965 - TELEPHONE' 9,6/534-4541 PERMIT APPLICATION DATA SHEET " Permit No. C _ OWNER P A. P. No. D Proposed Building Use Building Inspector zm Date At time of permit application, I was advised the following data must be submitted prior to permit processing and:/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate. /triplicate, signed by preparer of plans. . 3. Complete plans in duplicate./triplicate, signed by preparer of plans. 4. Complete engineered plans and calcs, with wet signature on plans. 5ZFMans with Energy Design Compliance Statement. . . . . . USD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , . , . , , , Letter of signature authori tion.. . . . . . . . 0. anitation approval from t to• >IA P _VHealth Dept. 11. Planning approval for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to ownerE]). —15. Improvements may be required. . . . . . . . . , , , 16. Mobilehome Installation Data. . . . . . . . . . Pre -Inspection for Pre-Inspec. request to Required. Building Inspector (Date) 18. Recorded copy of Agricultural Acknowledgment Statement. l 1Driveway Permit. 20. Plot plan approval from city of - 21. 22. When you issue the permit; rocess as follows: Mail to owner, Mail to contractor. Telephone �` and hold for pickup atQoffice, Deliver w/iins pector. Other Applicant Date Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pr l per ' issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_mailz_Counter by(18 date Contractor, designer, owner, was advised of above required data by—phone _maII—counter. by date Plans checked by Date Plans approved by nate Sets of plans on hold in File cabinet AP folder Copy—DPW — Flours: 10:00 a.m. - 3:00 p.m. i PLAN 229 C 1796 SQ.FT. MASTER I COVERED PATIO 13'x15' „ BATH #1 BEDROOM #3 11'x12' L HALL BATH Q2 �4-N BEDROOM ®2 COVERED 15'x13} I PORCH DINING Vj KITCHEN 11}x13' FAMILY ROOM 10'x13' 19'x17' L—/�rs.:71 LIVING ROOM I GARAGE 121x14' 21}x23} `gas i �17 4-V �, r N• t & 7 �• StA ✓ J i I Raw►a � etback of 5 ft. from property lines and a setback ;hof 50ft. from the road "$ ',' 60 centerline shall be clear of -� structures or equipment excelo for a 2 ft. 'eave overhanc UN 62 3n. t -i 1 2 \� eta I N • .. _ = ` w � 'N: � S: 100 — M ('0I -T Mult—AHAVaterials; & Workmanship she R Be in, Ac ronce it Recognized Good Practices and ofquality pres ribed for the Specified use in the Uni rm Building, Plumbingnd & Mechanical Codes a t0. Iona) Elec tical Code. This set pla n specifications MUST --be kept on I he fob at all and it is unlawful tQ. ma cue- n) nges or al e ions on same withou#: ritten p r ssion fro partmentof Publrr orks of,�,u r See Mast _ Plan on file for build'i 4 plans. f<` s 'i 4 �! HUM COU NTY I - DIN;DEPARTN�N`f ROVED f . i e� r CA � a Ra .r R •J o � t Rt .. N 1 (1• n t t5 .e a Ra .r R t5 t a Ra r R J - r ip NOTES l' i •,l RESIDENTIAL PERMIT NO. _ 042-610-037 I02,2059— � RICHELIEU, JEFF & GAIL # 789 BRANDONBURY LN., CHICO KITCHEN & DINING RM. ADDITION r; i� ,t �i • 3 1{ c �A cf ti " F RESIDENTIAL PERMIT NO. _ 042-610-037 I02,2059— � RICHELIEU, JEFF & GAIL # 789 BRANDONBURY LN., CHICO KITCHEN & DINING RM. ADDITION m 0v -Z- 0q3 6 0/� 'ye'j SPECIAL CONDITIONS, CHECKED BY — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 •tti m 0v -Z- 0q3 6 0/� 'ye'j SPECIAL CONDITIONS, CHECKED BY — SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. — SPECIAL INSPECTION ITEMS _ VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 ,t JOB FINALED (Date) O Signature a p rA COUNTY OF BUTTE t;........... .•BU.ILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE -IK-Alkl' R - 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. Date 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 r; OW ER _ PERMIT NO. z 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, e' please contact this office immediately. yk. r - 6 3 l v" V OW- i. U" -0 zznx wa /nom? 1 1WAI tz A �G�7r�✓f o•� F�i�� `�7 19W K"olle- E Gi Vg / 7W 4 , 4-. Date0/ - 3 tf `GOZ inspector _ REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754 ERMIT NO. &0 (Rev. 12/96) APPLICATION AND PERMIT /7,7; 51 ASSESSOR PARCEL NUMBER 042-610-037 ZONING BUILDING PERMIT OWNER RICHELIEU JEFF AND GAIL TELEPHONE 893-294 SO. FT. OCC. BUILDING VALUATION 125 R 6 750.0 OWNER'S MAILING ADDRESS 789 BRANDONBURY LANE CHICO CA 95973 CONTRACTOR'S NAME OW TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS Total Valuatlon $ 6,750.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.50 BUILDING ADDRESS 789 BRANDONBURY LANE CHICO CA 95973 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 191.50 LAT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 2 TOO14.00 USEOFSTRUCTURE SF 0[ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.0015.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition IR Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: KITCHEN AND DINING R00M ADDIMN Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.0015.00 Mobile Home I S I G I W 920.00 PERMIT FEE S 79.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 2o.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. Li a Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) 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' m , nsation provisions of section 3700 of the Labor Code, I shall fo wit c y 'th those provisions. — \D - 1 a� X e /' t nature o pp (cant - Owner ❑ Contractor ❑ Ageennt'T— An OSHA permit is require for excavations over 60" deep and demolition or construction of structures over 3 stories in heigh . Main Service 200A TO 1000A 46.00 NEW CONST. ( DWENG OCCUP. 3.5Q ST" 4.40 LLINircC.S. OR Da"� MU FpµREslp, ocugnC @7.50 POWER APPARATUS 8 SINGLE OIJTLE7 CIR. OUTLET OR FIXTURES 20 @ 1'50 Ex. Occup.9AL_ @ .so Ex. Occu . GFIxuTEL� s RFSLNs OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 24.40 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ c TOTAL FEE $ 294.90 HAZ. p. PEES IMP FLOOD CDF PARCEL Pp, HD 5S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above r hi fees have been paid. By Date IT PERMXPIRES ON -71 ��,� DeXe Receipt No. WHITE-D.D.S.-B.D. CANARY -A E OR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 Count Center Drive . Y Oroville, California 95965 Telephone (530) 538-7541 PERMIT NC IRev.t2/96) APPLICATION AND PERMIT O� -ate S9 ASSESSOR PARCEL NUMaER — _ ZONING T BUILDING PERMIT OWNER ^ OW S ;;q ADORES; T L&HOM! , SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME TEUEP"ONE CONTRACTORS MAIUND ADDRESS CONSTRUCTION LENDER Fireplace Total Valuation S Filing Fee 20.0C LENDER'S MNUNG ADORERS ARCHITECT OR ENGINEER LICENSE N0. ARCWTECT OR ENOWEERS MAILING ADDRESS BUILDING ADDRESS " Permit Fee $ vv Plan Checkin Fee $ Energy Plan Checking Fee b v _. a 3• p v if S PERMIT FEE S nj LOT NO S VBON6pN5 NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex O Mobilehome O Other BPEcry Each Trap 7.00 jer Solar or heat pump water heater 23.00 Water piping / 15.00 J ,�� New ❑ Addition Remodel O Describe Work: ( N A� (-1.add TYPE OF WORK Utilities ❑ Installation O Oth Each as water heater or vent 1 5.00 2s—.OG Gas piping stem 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home S [Kw @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Fee 20.00 Main Service 000V OR LESS 300A OR LESS 23.00 ! � ��;� ;*WWI Sik A sX&Y. 0 NNW �-/7 (///� P `(! / loc. ;Y .6 COY%? i Main Service tow TO 1000A 46.00 NEW CONST: OR ADDNS. Own, ACC. OCCUR 3.50x.. NEW CONST LEr NOKRESID. 1MICKM om @7.50 POWER APPAIATUS 1 BINDLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURESB20 O 1:00 1 EX. OCCU .FTXED OR OLRLETS ESLD. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE S 01(� 11 MECHANICAL PERMIT Fling Fee 1 20.00 'n Coolin Hood 6.50 Ventilation PERMIT FEIE S Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEES L HA2. D. FEES IMP FLOOD CDF PARC0. PO 1-0 i 6SUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date ._---- PERMIT EXPIRES ON �j�n►jury'l"".rlirYiali"..r++'`.'',Sf.'',y��.i!`eii,'1�'{:;�"'%`r ti'��W.fsM1'�t' 3[•.�y.{.'::�avi.�'ys`rs t+'•.��rr.•.fr'e.!..r�.'l. i�ir=. ./•'�`^,.,.r'�""'"+' School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) �T1 W Building Department No. Jurisdiction: city County -'EFF 6341L J-IC4JE-L► f -U Property Location/Address Subdivision �n Residential Development . 1 CommerciaUl ndustrial Lot No. Sq. Footage No of Living Mobile Home Additiord *Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection): 0 New Add'Rion (Floor Plans reviewed by School District District identification No. r School District certifies that --7 O,^ CIO (Street Address) (City) has complied with the requirements of Resolution No. representing Q� square feet. School District Representative Paid by Check # ry A- Remarks: Sq. Footage (Including Exterior Roofed Areas) Date J1 P-4 C . .1 " OV (Applicant) R153,a94� (Phone (State) (Zip Code) by payment of '$ Yiz234� B 2926 S FULL MITIGATION $ Date 22 :5�Q5 n C,^6 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 660201al, 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) feeformAs (10/98)dmm I OWNER -BUILDER VERIFICATION Attention Property Owner: Aa `owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES �31 NO ❑ 2. I HAVEP HAVE NOT ❑ signed an application for a building permit for the proposed Via& 3. I have co tracted with the following person (firm) to provide 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 work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER:"' t-12 i & SOCIAL SECURITY NU1�ER: DATE: -1 I31 o -z- NOTE: NOTE: This Owner -Builder Verfcation is required by Section 19831 and 19832 of Ott California Health and Safety Code. This verification must be eompk ad /nd returned to our office before we are permitted to issue the permit OWNER BUILDER INFORiMATION I Dear Property Ow"t" An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware thk as "owner -builder" you are the responsible parry of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors. then you may be an employer. ♦ 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. i rely, Mic el C. Vi ira, C.B.O. Ne- ger, Building Inspection NOTE. T1, is Owner -Builder Information is required by Section 19830 of the California Health and Safety Code - OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSSSORPARCEL NUMBER .. 041-610-037 ZONING BUILDING PERMIT OWNER RICHELIEU JEFF ArM GAIL893-29417y TELEPHONE SO. FT. OCC. BUILDING VALUATION 125 R (� (� � "' 7K'" 0C W 'S MAILING ADDRESS %8T BRANDONBURY IAN -E CHICO CA 95973 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 6.750.(�(i ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.50 LDI NG ADDRESS 199 BRAN�DONBURY IANE CHICO CA 95973 Energy Plan Checking Fee $ 22.00 $ PERMIT FEE $ 191.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 2 7.0014.00 USEOFSTRUCTURE SF Q. Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 ' Water piping 15.0015.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition IN Remodel ❑ Udl'Ities ❑ Installation ❑ Other ❑ Describe Work: KIT EN AND CININC HOW ADDITt'MI Gas piping stem 1 - 5 outlets 15.00 1 . i;0 Building sewer 15.001-.,1)C) Mobile Home I S I G I W 920.00 PERMIT FEE ELECTRICAL PERMIT I Fling Fee 20.00 600VOR LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER Li se Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: compensation, as provided for by section 3700 of the Labor Code, for the roI have and will maintain a certificate of consent to self -insure for workers' performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO tOooA 46.00 NEw CONST. Ew OR arS. ( DwMUL.NGW. occuP. 3.5aF°. 4.40 =RESID. Ur @7.50 APPARATUS S SINGLE Ourt_Er CI R. EX. Occup. OUTLET OR FIXTURES 20 .00 BAL @ I.,SO FIXED APPLNS. OR Ex. Occup. ou'.ETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 24.40 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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' 3m nsation provisions of section 3700 of the Labor Code, I shall fo with co gly wih those provisions. 11 X ! Dale 1� 2 Sign e o pp (cant Owner [3 Contractor ❑ Agent An OSHA permit is require for excavations over 60" deep and demolition or constructionJ� of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oopsrr� TOTAL F c' EE $ 294.90 HAZ. I D FEES IMP I FLOODCDF pARC0. po HD ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above rhi fees have been paid. By Date /./4&— PERMIT EXPIRES ON 71igJ I Def. Receipt No. �GI c�% �� e.� 7 �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 3an-,20-00 07:23A wbdc:. - E-NGINFERED WOOD SYSTEMS Certificate �of Conformance Certificate 052736 � f� THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: +: � j ANSI Standard A190.1-1992, For Wood products - Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For. Determining Design Stresses - AITC 117-93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species _ .• IT IS HEREBY CERTIFIED that the APA EWS tradernarked.`structural glued laminated timber members were produced in a manufacturing facility',subject to legular audits in accordance with the. Engineered. Wood Systems (EWS) Quality A3surance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program• with adequate sampling to verify conformance to industry standards for lumbergrade and glueline bond,qualitt oYCi 2r 3 7? `/ ' 7 7 t ons �,r, �� i 5 r x 16 '/a, ,`��fal6fa�f1 W I 'pica V ` CF `q L �M. 1 % y M - all G�,O � .•` by !�L A, ._ Thomas G. Williamson Executive Vice President ENCrNEERED YNDOD SYSTEMS is a reialeo corporation of APA — rHE ENGINEERED WOOD 7011 Soutn 191h Sweet - P.O. Box 11700 - Tacoma, WA 08411-0700 Tnlephone: (253) 56s-6600 - Fax Number: (253) 565-7285 ZENERCY INSTALLATION CER':=:ICATC Building Owner ��G�c liC✓ Building Permic # -02" Z,o�`� Building Locacion A,ArJ dqJ tO'fe:3 DESCR InION OF INSUL,IION ROOF Ma=e =a1 Thiakaess(iaches) Brand Name Thermal Resistance (R Value)_ E.T F IOR WALL material Brand Name Thickness(inches) The -mal Resi.staace(R Value)__ CZ:;PG or Blanket Type Thickness(inches.) Loose Fill Type L+f„� Thicknesl(luches) Area covered(ft. ) FLOOR, =A= Material Thick-ass(inches) FLOOR, SLAB - Material Thickness(inches) Width (inches) FOUNDATION WALL Material F- Thickaess(inches) Brand Name - Thermal Resistance(R Value) Brand Name . Number of Bags_ Wt. per bag ____.;b. Thermal Resistance(R value)__ Bread Name Thermal Resistance(R value)_ Brand Name Thermal Resi.stance(R Value) Brand Name Thermal Resistance(R value)= I hereby certify that the above insula tion was installed in the above building, - ss consistent with. approved building department -plans--and attachments •arid• con- forms with requirements of Chapter 2-53 of State of California Energy Requiremi FIRM NAME/OWNER STATE CONZRACTOR'S LICENSE NO. SIGNA=W OF $TATT-A ON APPI.I=OR -- I hereby certify the required features, devices, and equipment, au shown on the approved Building Department plans and attachments have been installed and .conform to the appli- ance standards and Chapter 2-53 of the State of California Energy .equirements. BUILDING CONTRACTOR/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. (FIRM NAME) SIGNATURE OF BUILDING CONTRACTOR/OWNER DATE T HVAC FIRM NAME/OWNER (Please Print) STATE CONTRACTOR'S LICENSE NO. SIGNATURE OF HVAC CONTRACTOR/OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. crVIMMMAL'D 1 ORR V = QK 0 = Not OK - = Not Applicable * = Not Ready MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Size -Spacing -Marriage Line 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Drain; MH Test -Fall -Flex Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 7. 4. Water; Location -Test -Easement Needed (Sketch) Gas and Electricity Tagged 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Cert. of Occupancy 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. 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 Can. 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 = Not Applicable =Not Ready RESIDENTIAL (Single & Duplex) Date Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope t,11 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth ^, 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth v �) � 5. Stemwalls, Main; Steel-Blockouts-Wrapped Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors �. 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 27. 17. YVater Htr.; Vent -Access -Combustion Air Baffle C ate Pipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access EI . Receptacles Spacing -Lights & Switches at Doors st Tu01 Shower, Second Floor -Tub Access G ipe; Sixe & Anchors 25 2EWomex 2 ' e Boxes & No. of Conductors Stapled Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water Date Card. B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EfECTRICAL (Permit) OK except #'s 27. xture & Transformer Clearance -Ins. Protection EI . Receptacles Spacing -Lights & Switches at Doors 25 2EWomex 2 ' e Boxes & No. of Conductors Stapled Installed Close to Edge of Studs & C.J. uip. Ground made up w/Mech Fasteners -Bond Gas & Water 2&/2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or M-A.C. Wire Size / / ga Cu or AI 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral O Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date WCHANICAL (Permit) OK except #'s 3VAX. Ducts Insulation & Support Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. dire Stops, Furred Ceilings -Stairs -Chasers -Tub, _ /- Headers & Beams -Size & Bearing li✓ Date FRAMING (Continued) 46. H gars -Post C--Anchors-connectors 122�ing JodWr. Ties-Purlin-Roll Brac.-Truss-Shtinbcgw '!'d-epTace Ties or Type`A Flue -Fireplace Throat Clearance At is Access; Size & Romex Protect on -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions 1. Garage Fire Protection Framing 2. Property Line Firewall & Openings 5F�Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits IT,-`tairs; Width -Headroom -Rise -Run -Landing -Fire Protection wood on Roof Overhang -Attic Vents -Rafter Outriggers . Sid' g -Nailing Veneer 5 ' tucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. qdzing Area -Glass Protection -Skylights -Plastic S ar Walls; Nailing -Bolts $ I G') Sle'Br!,2Interior/Exterior Wall Panels 64 -Walls -Ceilings 62. Infiltration -Walls -Wind ws Date CJZ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Z FINAL (Plans) OK except #'s 6 xt. Steps -Door & Sidelight Protection -Landings moke Detector 6d. Furnace Vents -clearance -Comb, Air-Connector- )KGarage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 7. -G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 7f. Elec. Outlets at Wood Panel, Int. & Ext. 7 Kit. Fixt. & Appliance; Ground -Air Gao-Cooking Clearance 7a! Elec. Outlets & Receptacles at Kit. Counter 4. Garage Fire Door; Swing -Landing -Closure A.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for _ocation 78-tec. Receptacles in Garage (F.F.I.)-Romex Protection _2S-11MIation- Foam- Looked in Attic 49!( ward Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor E) Yes 82.Fol hg Instld./Drive J Yes ] NoMalks J Yes D No/Planters :1 Yes ] No Brown -Finish Unit Disconnect, Electrical -Plumbing '95-7e-nts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings -wB ater Well, Disconnect, Electrical, Plumbing _ Exterior Elec. Trim, G.F.I. Receptacle -Underground entilation Throughout House Glass Protection ,99,' Corrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 92�.Water & Sewer Connected -C/O to Grade -HD Approval ergy Compliance Certificate -Other Certificates 01( Address Posted Date i % 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: c 0 O A llll2 .. 51- 4" �, 4'- 4' 4'-O" WALL I 18. Q Q CLOSET CLOSET �8' SEE BRACED Wl m CARPET CARPET t 2468 r2i4rbS I i II I 2 I I I i I I � I MASTER BEDROOM CARPET VOLS x(01 I � VA 8, y BENCH NEW CABNT. SHWR• BATHROOM TILE TILE o O EmTm L vino J . ArM ACCESS FLOOR PLAN 1/4' -1' - O° s 2' O.H. TYP. NEW 2 x 6 DF. 02 RAFTERS AT 24° O.G. (MAX. SPAN = 9. WITH 2 X 8 OF. 62 HIP AND At.;., J. O m FOUNDATION. PLAN 114' 0" 12 5 TYP. RAFTER PER PLAN JOIST PER PLAN NLL— CIZ-30 INSULATION IN CEILING (TYP.) BEAM PER ROOF FRAMING PLAN 1/2" SHEETROCK (TYP. 9 WALLS AND CEILINGS) STUCCO FINISH R-19 INSULATION IN WALLS (TYP.) 30 YEAR ARCHITECTURAL COMPOSITION SHINGLES OVER 150 FELT OVER 1/2" CDX PLYWD. NAILED WITH 8d AT 6"/12" SLAB AND FOOTINGS PER FOUNDATION PLAN BUILDING SECTION A -A L-2 Y CODE ANIALY511 CONSTRUCTION TYPE VN EXISTING AREA NEW ADDITION 1800 50. FT. 216 60. FT. TOTAL AREA 2016 50. FT. CONSTRUCTION TYPE VN A.P. NO. 042-610-031. OCCUPANCY R - 3 MINIMUM 5ETBACKSl FRONT 20' REAR a SIDEYARD 5' FOUNDATION PLAN 12 5 F-;YP- 30 YEAR ARCHITECTURAL COMPOSITION SHINGLES OVER 150 FELT OVER 1/2" CDX PLYWD. NAILED WITH 8d AT 6"/l2" - P1 A CTCM YYCP1 1. A nL 30 YEAR ARCHITECTURAL COMPOSITION SHINGLES OVER 150 FELT OVER 1/2" CDX PLYWD. NAILED WITH 8d AT 6"/l2" - P1 A CTCM YYCP1 1. A CODE ANALYSIS EXISTING AREA 1800 SQ. FT. NEW ADDITION 216 SQ. FT. TOTAL AREA 2016 50. FT. CONSTRUCTION TYPE VN A.P. NO. 042-610-037 OCCUPANCY R - 3 MINIMUM SETBACKS: II II if FRONT 20' REAR 4 51DEYARD 5' 18'-0" 4' - 10,, 4' - O" — I , V 4, 3016 SL V ,'xvF I I I NEW 4" CONCRETE SLAB 12" WIDE WITH *3 is 32" O.C. EACH WAY .. .., . OVER 2" PEA GRAVEL 12" DEEP... I DOWEL NEW SLAB INTO EXISTING I WITH $4 0 30" O.C. WITH 6" EMBED. I 30" TOTAL LENGTH. NO EPDXY I REQUIRED ExtsTwry lltAt I wi wl , WALL TYPES EXISTING WALL TO REMAIN NEW WALL WITH 2X4STUDS a I6" O.G. — — —_ _— NON BEARING — WALL TO BE REMOVED` l.B. uD 4 4 CLOSET CLOSET A , �p CARPET CARPET �8 SEE BRACED WALL SCHEDULE ON SHEET 2 2468 r24i468 rI A I ) L 2 MASTER BEDROOM I J CARPET 1 0 I � A 8, BENCH NEW CABNT. SHWR. BATHROOM TILE TILE 0 ED45TM L mx—i J ATTIC ACCE56 FLOOP PLAN dSTUCCO FINISH O NEW ADDITION R-19 INSULATION IN WALLS (TYP.) m 1 EXISTING _2 A SLAB AND FOOTINGS PER FOUNDATION PLAN 2 BUILDING SECTION A - > 11 " Design: JMR Checked: JMR Date: March, 2002 Job No. Sheet: of 2 Sheets II II II if II II II II I II 11 II II II II II II 7------------ BM --------BM 3if hl If II II I I IfIf II I I 11 I N II � II II CQ II I I I — B M �- - II II I \ — I► II if II BM 5 POOF FPAMIN G PLAN. NEW 2 x 6 D.F. $2 RAFTERS AT 24" O.G. (MAX. SPAN = 9') WITH 2 X 8 D.F. $2 HIP AND RIDGE. 2 X 6 D.F. 02 CEILING JOIST AT 24" O.G. A 2 BM 1, BM 2, BM 3, BM 4,4 BM 5 2 - 13/4" X 14" VERSALAM NAILED TOGETHER W/ 2 ROWS 16d COMMONS,AT`12" O.G. USE HU414 HANGER WHERE REQUIRED AT BEAM TO BEAM CONNECTION 7 WEEI -- ---- - PAVED AREAS 4" ABOVE EXPOSED EARTH (TYP.) SOUTH ELEVATION V4"=V-O" 12 5 FTP. WEEP SCREED 2" ABOVE PAVED AREAS 4" AeOVE EXPOSED EARTH (TYP.) WEST ELEVATION. 1/4" = Is O" EXISTING NEW WEEP SCREED 2" ABOVE PAVED AREAS 4" ABOVE EXPOSED EARTH (TYP.) N.OPTH ELEVATION O W 01111111 J � w w oW w Or Q Q N 2UJZ00 � a:>- aJa0 Oo z Q m - 1 < C� z Q N z 0 0 z a 0 �• F. <z Ow�OZ �Wm=a; Q o) 0-44 MATCH EXISTING STUCCO COLOR AND TEXTURE- a � �` , �(( {( ` U L I YE rA �. q ry r a 1 dLl " Design: JMR Checked: JMR Date: March, 2002 Job No. Sheet: of 2 Sheets PROPERTY LINE (TYP.) 5REAR YARD BUILDING SETBACK --F o I Im sLUi Z 5'-6" I Io I I D± O I NEW ADDITION 14 I 216 50. FT. i LU I N — I I I -" I I I I I I I I I I L) I 41 I ED I L j EXISTING HOUSE j I I 1800 50. FT. ZI I �I I I o I I fy I I }I I I I jgu�>-p�t1G SE��=GK � ZO` FRONS YARp /'- 1�01� PLOT PLAN. 1/16" = i' - On REFERENCE NORTH 2x WOOD STUD SIZE AND SPACE PER FLOOR PLAiN SEE ELEVATIONS FOR EXTERIOR FINISH SLOPE FINISH GRADE FROM BUILDING 1/4" PER FOOT FOR 5'-0" MIN. TYPICAL. FOTING NO SCALE ELECTRICAL PLAN 1/4"=1'-O" 1/2" DIAM. A.B. 0 ro' O.C. MAXIMUM W/ 2X2 X3/Ino STEEL WASHER MIiNIMUM 2 BOLTS PER SILL. MAX. 12" FROM END OF SILL W/2x P.T. SILL. U.O.N. CONC. SLAB PER PLAiN UNDISTURBED SOIL #4 CONT. TOP 4 BTM. U.O.N. 1-1 The Contractor shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer of any discrepancies. 1-2 All construction and methods shall be in strict conformance with the applicable provisions of the California Building Code, 1998 Edition, and the latest edition of the UMC, UPC, NEC, and applicable municipai, State, and Federal regulations. 1-3 All work is subject to building department field inspector's approval. 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other persons during construction. 1-5 The Engineer is responsible for the structural items in the plans only. Should any changes be made from the design as specified in these calculations without approval from the Engineer, then the Engineer will assume no responsbilitli for any element or system of the structure. 1-6 Additional layouts and/or plans (site plan, plumbing, heating and ventilation, mechanical, etcd by others, unless otherwise noted or indicated on the drawings. I-7 In the event certain features of the construction are not fully shown on the pians or called for in the notes or specifications, their construction shall be of similar character to conditions shown on the plans and shall be reviewed by the Engineer and Owner prior to construction. 1-8 The drawings and specifications 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. 1-9 All water proofing and flashing (roofs, foundations, garage floors, etc-) is the responsbility of the Contractor or Owner. 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried objects which may be encountered but which are not shown on these plans. Locators and depths of any existing utilities that may or may not be shown on these plans are approximate and may not be complete. 2-2 Foundation design is based upon an assumed soil bearing capacity of 1,500 psf. 2-3 Cuts and fills are to conform with UBC Appendix 3312 and 3313. 2-4 These calculations assume stable, undisturbed Solis and level or stepped footings. Any unusual sod conditions such as organic sods, clay pockets, or uncertified fills shall be brought to the attention of the Engineer prior to construction. 2-5 All excavations shall be inspected and approved by the Budding Official before concrete is poured. Footings shall extend to firm, undisturbed native sod 12 inches minimum below existing grade, or as directed by the Engineer, whichever to lowest. Engineered fill may be used as existing grade provided tests are presented to the Engineer of a 90% relative compaction per ASTM 1557. 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. 2-7 Use 4" diameter perforated pipe sub -drain with 12" min. drain rock full -height behind all retaining walls. Slope pipe to drain to daylight. 2-8 The bottom of all footing excavations shall be clean and level. 2-9 All finished grade shall slope at a minimum slope of 2% away from all foundations a minium of 10 feet horizontal. 2-10 Foundations shall not be scaled from plan or detail drawings. 2-11 The Contractor shall be responsible for determining the exact location of all anchor bolts, holdown anchors or straps, and embedments, prior to placement of concrete and/or installation of structural framing members. 2-12 Anchor bolts to be 1/2" diameter x 7" minimum embedment into concrete spaced at 4'-0" ac. maximum unless otherwise noted on plans, sh earwall or braced wall schedules, or details. 5/8" diameter anchor bolts shall be used in Seisms Zone 4. Bolts shall be located within 12" of each end of 2x sill plate with a minimum of two anchor bolts per sill plate. Anchor bolts shall have 2"x2"x3/16" washer. 2-13 All holdown anchor bolts, column base plates, etc. shall be wired and tied In place prior to placement of concrete. 2-14 The concrete contractor and framing contractor shall coordinate the placement of all holdown anchors, column base plates, eta prior to foundation inspection and placement of concrete. CONCFEM 3-1 All concrete shall have a minium of 5 sacks of cement per cubic yard, a maximum slump of 4" and a minium f'c=2,500 psi after 28 days curing unless otherwise noted Aggregate size shall be a maximum of 1-1/2" in foundations and 3/4" at all other locators. 3-2 Curing confound shall be sprayed on all exposed surfaces immediately after final troweling. 3-3 All cement used shall conform to ASTM C-150 and shall be Type 11 or Type IN low alkali. 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as determined by ASTM C-221,289, and 295. If test data is unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than OA5% by weight. 3-5 Concrete exposed to freezing or thawing shall be protected In accordance to the latest edition of the AGI code and UBC appendix, chapter 19. 3-6 Water proofing of foundations, retaining walls, and slab on grade is the responsbdity of the Contractor or Owner. 3-7 Vibrate concrete around all bolts, rebar and surfaces. 3-8 Construction joints shall be clean and wet prior to pouring concrete. 3-9 Concrete shall have a water -cement ratio of OA5 lb./Ib. or less. 3-10 Concrete shall be am entrained a minimum of 5% and maximum of IX 3-0 Shrinkage at 28 days shall not exceed 0.055% for dry curing. 3-12 Minimum concrete tersde splitting strength shall be 390 pal. 3-13 All projecting corners of slabs, beans, columns, etc. shall be formed with a 3/4" chamfer, unless specifically noted otherwise. SUM CONBTFKCTM 4-1 Gravel or sand base shown is to provide structural base for slab only. No provisions for preventing groundwater infiltration or dampness of the slab are included. If bugding use will be such that slab must be dry at all tires, damp -proofing with pea gravel base, visqueen and 2" sand topping is recommended. 4-2 Slabs on grade shall be 4" thick and placed over 4" minium of free draining aggregate base compacted to a minium of 95% relative compaction. 4-3 Crack control jointing is designed by the Contractor, unless shown on foundation plan. The maximum spacing of joints shall not exceed 30' in any direction. 4-4 The vapor barrier membrane shall be installed without any holes or areas that are uncovered. All seams shall be overlapped and sealed continuously with tape so that the seams are vapor tight. Where objects protrude through the vapor barrier, such as pipes, the vapor barrier shall be completely sealed around the object. All tears or punctures shall be completely repaired before placement of sand and concrete.. 4-5 Steel rebar or wire mesh in slabs shall be located in the center of the slab. ME-: 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for *4 bars and smaller and ASTM A-615, Grade 60 for $5 bars and larger. All rebar to be deformed and all splices shall not be Was than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be stagged 5' - ON minimum. 5-2 Reinforcement cover shall be as follows: Concrete cast against and permanently exposed to sod: 3" 5-3 ;5 and larger rebar shall not be re-bent. 5-4 All reinforcing steel and anchor bolts shall be accurately secured in position before and during concrete placement. 5-5 All bolts, nuts, and lag screws shall be provided with flat or malleable washers where bearing against wood. 5-6 Bolts, ruts, and lag screws shall conform to the provisions of ASTM A-307, Grade A. a a M 6-1 All wood bearing on concrete shall be pressure treated Douglas Fu Larch, 6-2 Provide 2 x 2 x 3/16" plate washers on all foundation anchor bolts. 6-3 Where anchor bolts have been incorrectly placed (not including holdown anchors) or for retrofit construction, use Simpson RFB $5 x 10 w/ ET -22 epoxy and 7" embedment in concrete, and Install per manufacturer's recommendations. if the location is less than 2" from the edge of concrete, Engineer's approval is required prior to installation. Special inspection is required. 6-4 AD bolts and lag screws shall be tightened upon installation and reughtened before closing in or at completion of ,lob. 6-5 6-6 Holesforfor boews ltsll be shall be bored with a binot t 1/32into no 1/161 larger than ted holes of he nominal bothe shanklt diameter. er. 6-1 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. 6-8 All framing anchors, clic, straps, hangs, hoidowns, etc., shall be manufactured Simpson Strong-Tte Company or equivaient, totalled per manufacturer's recommendations. 6-9 Nailing schedule per Table 23-11-8-1 of the 1997 UBC. 6-10 All nabs shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be galvanized. 6-11 2x solid blocking shall be provided over all bearing walls, sh earwails, or other supports, and at mid -span of floor ,foists and roof framing uno. Where manufactured "I" joists are specified, blocking requirements listed herein are to be considered minimums and may be increased as per manufacturer's recommendations. 6-12 Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud. 6-13 All studs to have double top plates of the sarin dimension as the studs. Top plate splices of stud wails shall use a 48" long LSTA36 strap with 26-10d nada utmo. Adjacent walls and beams shall be strapped to top plate with Simpson ST22 u n o. 6-14 Fire block wood stud walls at mid -height or more as required by good construction practice, 10' maximum O C. 6-15 Carryall upper level posts into tower levels and provide solid blocking under all posts in floors. 6-16 The load shall be transferred to the foundation by vertical grain only where posts with column caps or bearing plates are specified, unto. 6-11 Splice all beans over supports. 6-18 Where (3) 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. 6-19 All framing members specified in these calculations are minimum. Lary members may be substituted at the Contractor's option.. 6-20 Ail structural lumber shall be Douglas Fir Larch of the following grades unless otherwise noted. 2x t 4x Structural Light Framing ........ *2 Grade 2x s 4x Joists and Planks .............. *2 Grade 4x a 6x Beams and Posts .............. *i Grade Plywood .............................. APA Rated Sheathing, Grade CDX, UBC Std 25-9 6-21 Sawn floor joists and roof rafters shall be sized per 1991 UBC Tables 23 -IV -J and 23 -IV -R respectively unless otherwise noted. 6-22 Provide double floor joists under partition walls running parallel to joist span and under all locations where tins may be: located Adequate support for all other equipment of 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. 6-23 Studs shall be OF 62. In no instance shall a stud wall be used to retain sod or resist lateral pressure due to snow loading. In case of snow build-up against a stud wall, the owner shall be responsible to eliminate snow to stud wall contact. 6-24 All posts.shall be Douglas Fir Larch *i u.n o. 6-25 All bunt up, laminated. double or multiple 2X joists, beams and/or studs shall be nailed together with 16d nags at 0 o c. u n o. 6-26 All framing lumber shall be Douglas Fir Larch, uuno. 6-27 When using "green" or un -seasoned lumber, care shall be taken to allow for effects of shrinkage which could cause settlement of the 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 prior to use. The Engineer shalt not be responsible for damage to framing members or finishes due to the effects of shrinkage. 6-28 Plywood sheathinng shall conform to PS 1-95. Unless noted otherwise, roof sheathing shall be CDX APA rated or O.S.B. Thickness shall be per APA load tables based upon roof live loads and framing spacing. Maximum unframed holes in sheathing shall be 3" in diameter. See plans for roof, floor, and shearwalt sheathing and naNng. 6-29 Where a wall is labeled as a sh earwali, such wall shall be continuously shear paneled and naged as required per schedule from the roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detading is required. Where special detailing is not provided, connections shall be requested by Contractor. (11 'IM / MAK FAC EIM LLLSM 7-1 All glue -tams shall be of the following grades unless noted otherwise= Glu -Lam Timber: ANSI/A1TC A190J-1983 Simple Spans ........ 24F -V4 DF/DF Combination Cantilevers ......... 24F -VS DF/DF Combination 7-2 Glue -tams shalt be specified on plans. Glue -tans exposed to weather must be rated for exterior use by the manufacturer. Glued -laminated fabrication shall be performed in an approved fabricator's stop in accordance with UBC 2304.43. Beam inspection certificates shall be submitted to the field Inspector prior to completion of frame Inspection in accordance with UBC 1704.62. 7-3 All manufactured wood products shall be Installed per manufacturer's recommendations. 7-4 Bose Cascade, Truss Joist MacMglan or equivalent shall provide manufactured lumber. Minium design values shall be as follows: Specification Fb(psl) Fv(psi) FcT(psi) Fcii(psU E(psl) Microllam LVL 2600 285 750 2510 l.9E6 TimberStrand L5L 2250 400 750 1950 15E6 Parallam PSL 2900 290 750 2900 2AE6 7-5 Manufactured 910 jobs l._s c as -rueu3 Joists) shell be, installed per the manufacturer's recommendations 5using a deflector limit of 1/480. Use a manufactured rim board (such as timber strand) with all 11" joists. Use a double rim board at all locations where ledgers are used (such as deck ledgs). 7-6 Micro -lams (laminated veneer lumber) shall be specified on plans. CiARPENW: 8-1 The Contractor shall install sufficient structural sheathing or bracing to provide adequate stability to the structure during construction. 8-2 Where plumbing, heating, or other dints are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap shall be fastened to each side of the top plates. 8-3 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each end less than or equal to 6'-0" long unless otherwise noted on plans. 8-4 Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur, uno. 8-5 Top of foundation to be minium of 6" above adjacent finished grade. 13P ACED WALL SCHEDULE 1/2" GYPSUM WALLBOARD ON STUDS SPACED 6 24" OCG. MAXIMUM. ADR '1 DRYWALL SCREWS 0 " O.G. TO ALL STUDS, TOP AND BOTTOM PLATES, AND 2x BLOCKING. At..L VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 100 * / FT. "THFRMO-PLY" STRUCTURAL GRADE SHEATHING WITH I6 GAUGE GALVANIZED A\ STAPLES, 1" CROWN x 1-1/4" LEG. CROWN SHALL BE IN LINE WITH FRAMING /L�\\ MEMBER AT 3" O.G. EDGE, 12" FIELD. ALL WITH BLOCKING REQUIRED A ALL EDGES. CAPACITY 200 */FT. CDX PLYWOOD ON STUDS SPACED A 24" O.G. MAXIMUM WITH 8d Q3/8" 6 6" O.C. EDGE, 12" O.C. FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 260 */FT. ALTERNATE BRACED PANEL: 3/8" CDX PLYWOOD ON STUDS SPACED A 24" O.G. MAXIMUM WITH Sd A 6" O.C. EDGE, 12" O.G. FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. INSTALL 1/2" DIAMETER ANCHOR BOLTS WITH 7" MIN. EMBEDMENT A PANEL QUARTER POINTS (2 BOLTS PER PANEL). INSTALL HOLDOWNS A5 SHOWN ON PLANS.. 7/8" STUCCO ON STUDS SPACED 0 24" O.G. MAXIMUM. NAIL OR STAPLE TO ALL STUDS, TOP AND BOTTOM PLATES WITH NO. 11 GAGE, 1 1/2" LONG, 7/16" HEAD OR ® NO. 16 GAGE STAPLE, 1/8" LEGS 6 6" O.G. MAX. TO ALL STUDS, AND TOP AND BOTTOM PLATES. UNBLOCKED. CAPACITY = 180 */FT. NOTES:: 1. FOR ,A,/8\ AND : NAIL SILL PLATE TO WOOD FLOOR (WHERE OCCURS) WiTH 4 -trod PER 16"ANCHOR SiLL PLATE TO FOUNDATION WITH i/2" DIAMETER ANCHOR BOLTS EMBEDDED. l" MIN. 6 4'-0" O.G. MAX. SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH I BOLT LOCATED WIT/HHI`I,N 12" OF EACH END. 2. AT INTERIOR WALLS FOR ®, L�,� v(AND : ANCHOR BOLTS MAY BE REPLACED WITH 1/2" HILTI-KWIK BOLT KB2-3 1/2" EMBED. AND ONE BOLT 6 12" FROM EACH END. SPACE A 48" O.G. INTERIOR FOOTINGS SHALL BE A MINIMUM OF 12" WIDE AND 10" THICK (INCLUDING SLAB THICKNESS) UNLESS OTHERWISE NOTED ON PLANS. M N co a 00 0 CO 0 U-5 U C3 N M j a i 'Zi a c, o a _� o C3 a � 2U-- N O Q) v> C) U p -0 _ CD 1E a) N U a. L O ZL 10 otimom La■ y•— L V C_ 0 ■ V t W V ■gNNN U J D WW � WI p= W z 2 co .120 aa: a: 1 I ac0 0 nUL W Z (a� O�JD � N Q V ` Q za0Uo ozo �<Z00 OW�Uz 0 L- m = a 3 0) P WO Z U. Design: JMR Checked. JMR Date: March, 2002 Job No. J 'Fj�a) �p(f Sheet: of 2 Sheets �s�giMp'4N.6I ill JP il'�: v i CtRTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ---------------------------------------------------------------- ---------------------------------------- Project Title.......... Richelieu Date..07/29/02 09:44:33 Project Address........ 789 Brandonbury Lane ******* ------------------- Chico, Ca. *y6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... 125 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 48.4 % of floor area Average Glazing U -factor... 0.4 Btu/hr-sf-F Average Glazing SHGC;....... 0.29 Average Ceiling Height..... 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor --------------- -- Location/Comments ------------ Wall ------- Wood -------- R-13 R-0 R-13 0.088 Roof Wood R-11 R-27 R-38 0.025 Attic FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Factor SHGC Shading Shading Fins -------------------- Window Left (SW) ----- 9.0 ------ ------ -------------- 0.400 0.290 Standard Standard None Window Back (W) 17.5 0.400 0.290 Standard Standard None Window Back (W) 25.0 0.400 0.290 Standard Standard None Window Back (NW) 9.0 0.400 0.290 Standard Standard None y� l � d 4 A + V X L 4 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R -------- -------------------------- ---------------------------------------------- Project Title.......... Richelieu Date..07/29/02 09:44:33 MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- Type Exposed -------------------------- SlabOnGrade Yes Equipment Minimum Type ------------ Efficiency ------------ Furnace 0.780 AFUE ACSplit 10.00 SEER THERMAL MASS ------------ Area Thickness (sf) (in) ------ --------- 125 3.5 Location/Comments ------------------------ HVAC SYSTEMS ------------ Refrigerant Tested ACCA Charge and Duct Duct Duct Manual Airflow Location R -value Leakage D ------- ----------- ------- ------- ------ n/a Attic R-4.2 No No No Attic R-4.2 No No WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System ------------ ----------- ------------------- ------ Storage Gas Standard 1 Tank Energy Size Factor (gal) -------- ------ 0.62 40 Thermostat Type Setback Setback External Insulation R -value 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. REMARKS �ladiri�ltl'�tl!4ii IP3alll^x ! 1- , __.. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Richelieu Date..07 29 02 09:44:33 ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- 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.... Jeff Richelieu Company. Northstar Engineering Address. 20 Declaration Dr. Chico, Ca. 95973 Phone... 893-1600 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date DOCUMENTATION AUTHOR Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 Signed.. (date) ���IW�IINII�I31rE l4i�a� as ��_ I- __ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------ ---------------------------------------------------------- Project Title.......... Richelieu Date..07/29/02 09:44:33 Project Address........ 789 Brandonbury Lane ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 ` perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 �f only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R --------------------------------------- Project Title.......... Richelieu Date..07/29/02 09:44:33 MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM MF -1R User##-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(1): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually rV/ 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 MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R -------------------------- ----------------------------------------------------------- Project Title.......... Richelieu Date..07/29/02 09:44:33 MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run -Richelieu ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. ✓' 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ---------------------------------------- Project Title.......... Richelieu Date..07/29/02 09:44:33 Project Address........ 789 Brandonbury Lane ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date -- Climate Zone........... 11 -------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. ----------------------------------------------------- MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- = MICROPAS6 _ ENERGY USE SUMMARY = ---------------------------- = Energy Use Standard Proposed - Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 1.87 ---------- 1.99 ---------- - -0.12 = = Space Cooling.......... 43.05 64.75 -21.70 = = Water Heating.......... 135.81 107.17 28.64 = = Total 180.73 173.91 6.82 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 125 sf Building Type.............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 1000 cf 125 sf 48.4 % of floor area 0.4 Btu/hr-sf-F 0.29 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... ------------------------------------------------------ - ----------------------------- Richelieu Date..07/29/02 09:44:33 MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM C-2R ---------_--User#_MP2089 User-Northstar Engineering Run -Richelieu ---------------------------------------------------------- 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 125 1000 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- --------------- Insul Act Solar Form 3 Location/ Surface ----- (sf) factor ------ ----- R-val Azm Tilt Gains Reference Comments HOUSE - New ----- --- ---- ----------------- ---------------- 1 Wall 48 0.088 13 180 90 Yes W.13.2X4.16 2 Wall 94 0.088 13 270 90 Yes W.13.2X4.16 3 Wall 19 0.088 13 225 90 Yes W.13.2X4.16 4 Wall 19 0.088 13 315 90 Yes W.13.2X4.16 5 Wall 48 0.088 13 0 90 Yes W.13.2X4.16 6 Roof 125 0.025 38 n/a 0 Yes R.38.2X4.24 Attic FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade Orientation --------------------- (sf) ----- factor SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- --- HOUSE - New ---- -------------- -------------- 1 Window Left (SW) 9.0 0.400 0.290 225 90 Standard/0.76 Standard/0.68 2 Window Back (W) 17.5 0.400 0.290 270 90 Standard/0.76 Standard/0.68 3 Window Back (W) 25.0 0.400 0.290 270 90 Standard/0.76 Standard/0.68 4 Window Back (NW) 9.0 0.400 0.290 315 90 Standard/0.76 Standard/0.68 THERMAL MASS Area Thick ------------ Heat Conduct- Surface Mass Type --------------- (sf) ------ (in) ----- Cap ivity UIMC R -value Location/Comments ----- HOUSE - New -------- ----------- ---------------------- 1 SlabOnGrade 125 3.5 28.0 0.98 4.60 R-0.0 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Richelieu Date..07 29 02 09:44:33 MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Richelieu ------------------------------------------------------------------------------- HVAC SYSTEMS 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 0.62 40 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. Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency ----------- Airflow Location R -value Leakage D Eff HOUSE -------------------- ------- --------- -------- ---- Furnace 0.780 AFUE n/a Attic R-4.2 No No 0.737 ACSplit 10.00 SEER No Attic R-4.2 No No 0.645 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 0.62 40 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. HVAC SIZING Page 1 HVAC Project Title.......... Richelieu Date..07/29/02 09:44:33 Project Address........ 789 Brandonbury Lane ******* --------------------- Chico, Ca. *v6.01* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-JEFF2 Wth-CTZ11S92 Program -HVAC SIZING User##-MP2089 User-Northstar Engineering Run-Richelieu ---------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 125 sf Volume ..................... 1000 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 70 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY 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...... ----------- 998 ----------- 773 Glazing Conduction ............... 1041 774 Glazing Solar .................... n/a 1415 Infiltration ..................... 632 319 Internal Gain .................... n/a 2100 Ducts ............................ 267 538 Sensible Load .................... 2938 5920 Latent Load ...................... n/a 1184 Minimum Total Load ----------- 2938 ----------- 7104 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. CODE ANALYSIS EXISTING AREA 2016 SQ. FT. NEW ADDITION 125 SQ. FT. TOTAL AREA 214160. FT. CONSTRUCTION TYPE VN A.P. NO. 042-610-031 OCCUPANCY R - 3 MINIMUM SETBAC .5: FRONT 20' REAR t SIDE YARD 5' 22'-0" NEW 4" CONCRETE SLAB WITH $3 0 32" O.G. EACH WAY FOUNDATION PLAN 1/4' -i' -ON o - 12 5 TYP. TG. 30 YEAR ARCHITECTURAL COMPOSITION SHINGLES OVER 150 FELT OVER I/2" CDX PLYWD. NAILED WITH 8d AT 0/12' ", - J015T PER PLAN R-30 INSULATION IN CEILING (TYP. 1/2" SHEET12OCK (TYP. 0 WALLS AND CEILINGS) STUCCO FINISH R-19 INSULATION IN WALLS (TYP. – SLAB AND FOOTINGS PER FOUNDATION PLAN ,,— RAFTER PER PLAN 2 2 BUILDING SECTIOM A -A _ I/8' - I' - ON 22' - O" 21- 6" I( 5036 SLIDER ry�'9(0 SINK I D/W I N L J A 2 NEW 4 X 4 POST 1/2 WALL TIRE 00 O 4- 00 GAS � REFRIG. PANTRY MICRO GARAGE FLOOP PLAN 1/41 - I' - ON 2' - 6" E 4' \ 5050 SLIDER N A 2 NEW 4 X 4 POST DINING ROOM TILE 2' 4" OVEN STORAGE TILE u Z 22' - 0" 5036 SLIDER -- FS —IN K- I KITCHEN TILE IREFRIG. PANTRY GARAGE m 6050 SLIDER DINING ROOM TILE EXISTING FLOOR PLAN 1/4N -i'-0' WALL TYPES EX15TING WALL TO REMAIN NEW WALL WITH 2 X 4 STUDS 0 16" O.C. WALL TO BE REMOVED V8 SEE BRACED WALL SCHEDULE ON SHEET 2 WEST ELEVATION 1/4N - I' - O' WEEP SCR!EED 2' AE PAVED AREAS 4" ABOVE EXP05ED EARTH (TYP.) NO2TH ELEVATION 1/4' -I' -O' P SCREED 2" ABOVE .'ED AREAS 4" ABOVE EXPOSED EARTH (TYP.) SOUTH ELEVATION 1/4' = 1' - ON NIYlIY Design: JMR Checked: JMR Date: March, 2002 Job No. Sheet: 1 of 2 Sheets A 2 NEW ADDITION EXISTING I itu,'D1NG y��i0p`GK- I 01 I z, L -_ 7 MIN REFERENCE NORTH PLOT PLAN 1/160=i' -O" I I 1/2 WALL I I POOF FPAMIN G Pl..._._AN. 1/8" = i' On GFI FII GFI 5036 SLIDER VGFISINK F / IW I' I I KITCHEN TLS PANTRY REFRIG. 8 GFI OX220 +- 00 GAS 8 GFI MICRO GARAGE LECTPICAL PLAN. 1/4"s.1' -O" 2' O.H. TYP. =W. 5050 DiNING ROOM TILE 2' 4" OVEN � COAL C:OND 1-1 The Contractor shall verify all dimensions, details and ,lob site conditions prior to commencing work and 114M u1NIClA IAMM 6-1 All wood bearing on concrete shall be pressure treated Douglas Fr Larch. PROPERTY LINE (TYP.) 6-2 Provide 2 x 2 x 3/16" plate washers on all foundation anchor bolts. 1-2 All constriction and methods shall be in strict conformance with the applicable provisions of the 6-3 Where anchor bolts have been incorrectly placed (not including holdown anchors) or for retrofit — — — 5REAR YARD BUILDING SETBACK municipal, State, and Federal regulations. manufacturer's recommendations. If the location Is less than 2" from the edge of concrete, Engineer's 1-3 All work is subject to building department field Inspector's approval. approval is required prior to Installation. Special inspection Is required. o I I persons during construction. i 1-5 The Engineer is responsible for the structural Items in the plans only. Should any changes be made from 6-5 Lag scro;mws shall baa screwed, not driven, Intoe -drilled holes of 213 the shank diameter. the design as specified in these calculations without approval from the Engineer, then the Engineer will 6-6 Holes for bolts shall be bored with a bit 1/32"to 1/I6" larger than t nominal bolt diameter. i sl 1-6 Additional layouts and/or plans (site pian, plumbing, heating and ventilation, mechanical, etc.) bU others, I unless otherwise noted or indicated on the drawings. I N 6-9 Nailing schedule per Table 23 -II -B-1 of the 1997 UBC. notes or specifications, their construction shall be of similar character to conditions shown on the plans 6-10 Ail nails shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be and shall be reviewed by the Engineer and Owner prior to construction. galvanized. 5'-6" i IS' -o" "I' tats are black framing Jo spec ing requirements Of floor ,plats and roof from uno. Where the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc. i I I I recommendations. Contractor or Owner. 6-12 Splices and ,pints in double top plate of stud bearing wail shall occur at the center line of supporting I stud. 6-13 All studs to have rouble top plates of the same dimension as the studs. Top plate splices of stud walls I i o top plate with Simpson ST22 us o. 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried 6-14 Fire block wood stud wails at mid -height or more as required by good construction practice, 0' objects which may be encountered but which are not shown on these plans. Locations and depths of I any existing utilities that may or may not be shown on these plans are approximate and may not be 6-15 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors. complete. I N — I 1 2-3 Cuts and fds are to conform with UBC Appendix 3312 and 3313. 6-11 Splice all beams over supports. 22'-O" 1 giLion conditions such as organic soda, clay pockets, or uncertified fills shall be brought to the attention of 1 the Engineer prior to construction. 6-19 All framing members specified in these calculations are minimum. Larger members may be substituted at the 0 --- Contractor's optic -.i. Footings shall extend to firm, undisturbed native sod 12 inches minimum below existing grade, or as 6-20 AU structural lumber shall be Douglas Fir Larch of the following grades unless otherwise noteds directed by the Engineer, whichever is lowest. Engineered fill mall be used as existing grade provided 2x 4 4x Structural Light Framing ........ s2 Grade tests are presented to the Engineer of a 902 relative compaction per ASTM 1557. 2x t 4x Joists and Planks .............. 02 Grade Iv 4x t 6x Beams and Posts .............. $l Grade 2-7 Use 4" diameter perforated pipe sub -drain with 12' min. drain rock full -height behind all retaining walls. Plywood .............................. APA Rated Sheathing, Grade CDX, UBC Std 25-9 Slope pipe to drain to daUllght. 6-21 Sawn floor ,joists and roof rafters shall be sized per 1997 UBC Tables 23 -IV -J and 23 -IV -R 2-8 The bottom of all footing excavations shall be clean and level. IQ 2-9 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 fest 6-22 Provide double floor ,joists under partition watts running parallel to ,joist span and under all locations I where tubs may be located. Adequate support for all other equipment of furnishings including but not 2-10 Foundations shall not be scaled from plan or detail drawings. NEW ADDITION I ID shall be provided by Contractor or Owner. 1 6-23 Studs shall be DF 62. In no instance shall a stud wail be used to retain sod or rest lateral pressure due framing members. to snow loading. In case of snow build-up against a stud wall, the owner shall be responsible to eliminate 125 50. FT, I w 1 maximum unless otherwise noted on pians, sheerwall or braced wall schedules, or details. 5/8" diameter 6-24 All posts shall be Douglas Fir Larch 01 uno. anchor bolts shall be used in Seismic Zone 4. Bolts shall be located within 12" of each and of 2x sill plate 6-25 All built up, laminated double or multiple 2X joists, beams and/or studs shall be nailed together with 16d Ito nails at 6' o c. un o. 2-13 All holdown anchor bolts, column base plates, etc. shall be wired and tied in place prior to placement of i concrete. 6-27 When using "green" or un -seasoned lumber, care shall be taken to allow for effects of shrinkage which IZ could cause settlement of the roof and or floors and could lead to failure of associated framing column base plates, etc. prior to foundation inspection and placement of concrete. v l shrinkage. Any kl�.tam used to alleviate the effects of shrinkage shall be reviewed by the Engineer to prior to use. The Engineer shall not be responsible for damage to framing mainnbars or finishes due to Q the effects of shrinkage. 6-28 Plywood sheathing shall conform to PS 1-95. Unless rioted otherwise, roof sheathing shall be CDX APA 3-1 All concrete shall have a minimum of 5 sacks of cement per cubic yard, a maximum slump of 4' and a rated or OSB. Thickness shall be per APA bad tables based upon roof live loads and framing spacinq Maximum unframed holes in sheathing shall be 3 in diameter. See plans for roof, floor, and shearwali minimum f'c=2,500 pal after 28 days curing unless otherwise noted Aggregate size shall be a maximum tD of 1-1/2" in foundations and 3/4' at all other locations. 3-2 Curing compound shall be sprayed on all exposed surfaces Immediatelu after final troweling. 3-3 All cement used shall conform to ASTM C-150 and shall be Type n or Type 01 law alkali 6-29 Where a wail is labeled as a shearwall, 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 =3 I the continuous paneling, special detailing s required Where special detailing s not provided, connections shall be requested by Contractor. I L EXISTING HOUSE p 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of 01111JED-TED / LLANWACTUFM USABM Z 2016 50. FT. 14 or Owner. 3-7 Vibrate concrete around all bolts, rebar and surfaces. Glu -Lam Timber- ANSI/AITC A190.1-1983 3-8 Construction ,pints shall be clean and wet prior to pouring concrete. Simple Spans ........ 24F -V4 DF/DF Combination 3-9 Concrete shall have a water -cement ratio of 0.45 Ib./Ib. or less. Cantilevers ......... 24F -VS DF/DF Combination I 7-2 Glue -lams shall be specified on pians. Glue -lams exposed to weather must be rated for exterior use by 3-0 Shrinkage at 28 days shall not exceed 0.055% for dry curing. Io 3-12 Minimum concrete tensile splitting strength shall be 390 psL accordance with UBC 2304A3. Beam inspection certfficates shall be submitted to the field inspector 3-13 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4' chamfer, unless prior to completion of frame inspe "coon in accordance with UBC 1704.62. specifically noted otherwise. 7-3 All manufacturedL'f," d prod-u6ts shall be installed per manufacturer's recommendations. ED 1 I CONOFEM BLAB CONE 7RLPG'7M Minimum design vah=,d hall be as follows, 1 in Specification Fb(pw) Fv(psU FcT(pel) Fcli(psU E(psU o Micrallam LVL 2600 285 750 2510 1.9E6 base- wnn r 4-1 Gravel Or sarnd ashois to provide structural base for slab only No provisions for;preverttrng _ TimberStrand LSI'' 2250 400 750 1950 15E6 groundwater Infiltration or dampness of the slab are included. If budding 'use will be such that slab must Parallam PSL, 2900 290 750 2900 ME& be dry at all tines, damp -proofing with pea gravel base, visqueen and 2' sand topping is recommended 7-5 Manufactured "I" (such as Truss Joists) shall be Installed per the manufacturer's recommendations 4-2 Slabs on grade shall be 4" thick and placed over 4" minimum of free drainmg aggregate base ,joists using a deflection lout of 1/480. Use a manufactured rim board (such as timber strand) with all "I' compacted to a minimum of 95% relative compaction. joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). 4-3 Crack control ,jointMg Is designed by the Contractor, unless shown on foundation plan. The maximum 7-6 Micro -lams (laminated veneer lumber) shall be specified on plans. spacing of ,joints shall not exceed 30' in any direction. 4-4 The vapor barrier membrane shall be Installed without any holes or areas that are uncovered All seams �A�t shall be overlapped and sealed conte uously with tape so that the seams are vapor tight. Where objects protrude through the vapor barrier, such as pipes, the vapor barrier shall be completely }i 8-I The Contractor shell install sufficient structural sheathing or bracing to provide adequate stability to sand and concrete. the structure during construction. 4-5 Steel rebar or wire mesh in slabs shall be located in the center of the slab. 8-2 Where pkambng, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap shall be fastened to each side of the top plates. 8-3 Use two trimmers at each and of each beam and header over 6'-0" tong, and one trimmer at each and LU Was than or equal to 6'-0" long unless otherwise rioted on plans. STEEIIJ 8-4 Balloon frame studs to truss bottom chord or full height at exterior waits where sloping cedtngs occur, I un.o. 8-5 Top of foundation to be minimum of b" above adjacent finished grade. ASTM A-615, Grade 60 for •5 bars and larger. All rebar to be deformed and all splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - 0' minimum. A 2 NEW ADDITION EXISTING I itu,'D1NG y��i0p`GK- I 01 I z, L -_ 7 MIN REFERENCE NORTH PLOT PLAN 1/160=i' -O" I I 1/2 WALL I I POOF FPAMIN G Pl..._._AN. 1/8" = i' On GFI FII GFI 5036 SLIDER VGFISINK F / IW I' I I KITCHEN TLS PANTRY REFRIG. 8 GFI OX220 +- 00 GAS 8 GFI MICRO GARAGE LECTPICAL PLAN. 1/4"s.1' -O" 2' O.H. TYP. =W. 5050 DiNING ROOM TILE 2' 4" OVEN � COAL C:OND 1-1 The Contractor shall verify all dimensions, details and ,lob site conditions prior to commencing work and 114M u1NIClA IAMM 6-1 All wood bearing on concrete shall be pressure treated Douglas Fr Larch. notify the Engineer of any discrepancies. 6-2 Provide 2 x 2 x 3/16" plate washers on all foundation anchor bolts. 1-2 All constriction and methods shall be in strict conformance with the applicable provisions of the 6-3 Where anchor bolts have been incorrectly placed (not including holdown anchors) or for retrofit California Building Code,1998 Edition, and the latest edition of the UMC, UPC, NEC, and applicable construction, use Simpson RFB $5 x 10 w/ ET -22 epoxy and 7" embedment in concrete, and Install per municipal, State, and Federal regulations. manufacturer's recommendations. If the location Is less than 2" from the edge of concrete, Engineer's 1-3 All work is subject to building department field Inspector's approval. approval is required prior to Installation. Special inspection Is required. 1-4 The Contractor shall provide all measures necessary to protect the structure, workmen, and all other 6-4 All bolts and lag screws shall be tightened upon installation and ratightened before closing in or at persons during construction. completion of ,job. 1-5 The Engineer is responsible for the structural Items in the plans only. Should any changes be made from 6-5 Lag scro;mws shall baa screwed, not driven, Intoe -drilled holes of 213 the shank diameter. the design as specified in these calculations without approval from the Engineer, then the Engineer will 6-6 Holes for bolts shall be bored with a bit 1/32"to 1/I6" larger than t nominal bolt diameter. assume no responsibility for any element or system of the structure. 6-7 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. 1-6 Additional layouts and/or plans (site pian, plumbing, heating and ventilation, mechanical, etc.) bU others, 6-8 All framing anchors, clips, straps, hangers, holdowns, etc„ shall be manufactured Simpson Strong -Tie unless otherwise noted or indicated on the drawings. Company or equivalent, Installed per manufacturer's recommendations. VI in the event certain features of the construction are not fully shown on the plans or called for in the 6-9 Nailing schedule per Table 23 -II -B-1 of the 1997 UBC. notes or specifications, their construction shall be of similar character to conditions shown on the plans 6-10 Ail nails shall be box, machine, or green sinkers as specified. Where exposed to weather, nails shall be and shall be reviewed by the Engineer and Owner prior to construction. galvanized. 1-8 The drawings and specifications represent the finished structure, and, unless specifically noted otherwise do not show the method of construction. The Contractor is responsible for the method Of bearingother 6-1 2x solid blacking shall be provided over all bearing walls, shearwals, or other supports, and at mid -span wand construction, and shall provide all measures necessary to protect the public, construction workers, and "I' tats are black framing Jo spec ing requirements Of floor ,plats and roof from uno. Where the structure during construction. Such measures shall include forming, shoring, bracing, scaffolding, etc. listed herein ere to be considered minip ims and maU be increased as per manufacturer's 1-9 All Water proofing and flashing (roofs, foundations, garage floors, etc-) is the responsibility of the recommendations. Contractor or Owner. 6-12 Splices and ,pints in double top plate of stud bearing wail shall occur at the center line of supporting stud. 6-13 All studs to have rouble top plates of the same dimension as the studs. Top plate splices of stud walls FOUMAMM shall use a 48" long'LSTA36 strap with 26-I0d nails u.n.o. Adjacent walls and beams shall be strapped to top plate with Simpson ST22 us o. 2-1 The Contractor shall be responsible for the location of all underground facilities or other buried 6-14 Fire block wood stud wails at mid -height or more as required by good construction practice, 0' objects which may be encountered but which are not shown on these plans. Locations and depths of maximum or - any existing utilities that may or may not be shown on these plans are approximate and may not be 6-15 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors. complete. 6-16 The load shall be transferred to the foundation bU vertical grain only wrier& posts with column caps or 2-2 Foundation design Is based upon an assumed sod bearing capacity of I-5100 per. bearing plates are upecifled, u.no. 2-3 Cuts and fds are to conform with UBC Appendix 3312 and 3313. 6-11 Splice all beams over supports. 2-4 These calculations assume stable, undisturbed sods and level or stepped footings. Any unusual sod 6-I8 Where (3) or more trimmers are specified, those trimmers are to be stacked in all wail framing and solid conditions such as organic soda, clay pockets, or uncertified fills shall be brought to the attention of blocked at the floor level continuous dawn to the foundation. the Engineer prior to construction. 6-19 All framing members specified in these calculations are minimum. Larger members may be substituted at the 2-5 All excavations shall be inspected and approved by the Bulking Official before concrete Is poured. Contractor's optic -.i. Footings shall extend to firm, undisturbed native sod 12 inches minimum below existing grade, or as 6-20 AU structural lumber shall be Douglas Fir Larch of the following grades unless otherwise noteds directed by the Engineer, whichever is lowest. Engineered fill mall be used as existing grade provided 2x 4 4x Structural Light Framing ........ s2 Grade tests are presented to the Engineer of a 902 relative compaction per ASTM 1557. 2x t 4x Joists and Planks .............. 02 Grade 2-6 Fill material shall be free from debris, vegetation, and other foreign substances. 4x t 6x Beams and Posts .............. $l Grade 2-7 Use 4" diameter perforated pipe sub -drain with 12' min. drain rock full -height behind all retaining walls. Plywood .............................. APA Rated Sheathing, Grade CDX, UBC Std 25-9 Slope pipe to drain to daUllght. 6-21 Sawn floor ,joists and roof rafters shall be sized per 1997 UBC Tables 23 -IV -J and 23 -IV -R 2-8 The bottom of all footing excavations shall be clean and level. respectively unless otherwise noted. 2-9 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 fest 6-22 Provide double floor ,joists under partition watts running parallel to ,joist span and under all locations horizontal. where tubs may be located. Adequate support for all other equipment of furnishings including but not 2-10 Foundations shall not be scaled from plan or detail drawings. limited too hot water heater, stove, refrigerator, oven, fire place enclosures, wood burning stove, etc - 2 -0 The Contractor shall be responsible for determining the exact location of all anchor bolts, holdown shall be provided by Contractor or Owner. anchors or straps, and embedment&, prix to placement of concrete and/or Installation of structural 6-23 Studs shall be DF 62. In no instance shall a stud wail be used to retain sod or rest lateral pressure due framing members. to snow loading. In case of snow build-up against a stud wall, the owner shall be responsible to eliminate 2-12 Anchor bolts to be 1/2' diameter x 7' minimum embedment into concrete spaced at 4'-0" oro. snow to stud wall contact. maximum unless otherwise noted on pians, sheerwall or braced wall schedules, or details. 5/8" diameter 6-24 All posts shall be Douglas Fir Larch 01 uno. anchor bolts shall be used in Seismic Zone 4. Bolts shall be located within 12" of each and of 2x sill plate 6-25 All built up, laminated double or multiple 2X joists, beams and/or studs shall be nailed together with 16d with a minimum of two anchor bolts per sill plate. Anchor bolts shall have 2N2"x3/I6" washer. nails at 6' o c. un o. 2-13 All holdown anchor bolts, column base plates, etc. shall be wired and tied in place prior to placement of 6-26 Ail framing lumber shall be Douglas Fr Larch, uno. concrete. 6-27 When using "green" or un -seasoned lumber, care shall be taken to allow for effects of shrinkage which 2-14 The concrete contractor and framing contractor shall coordinate the placement of all holdown anchors, could cause settlement of the roof and or floors and could lead to failure of associated framing column base plates, etc. prior to foundation inspection and placement of concrete. members. The Contractor shall take all measures necessary to protect framing from the effects of shrinkage. Any kl�.tam used to alleviate the effects of shrinkage shall be reviewed by the Engineer prior to use. The Engineer shall not be responsible for damage to framing mainnbars or finishes due to Q the effects of shrinkage. 6-28 Plywood sheathing shall conform to PS 1-95. Unless rioted otherwise, roof sheathing shall be CDX APA 3-1 All concrete shall have a minimum of 5 sacks of cement per cubic yard, a maximum slump of 4' and a rated or OSB. Thickness shall be per APA bad tables based upon roof live loads and framing spacinq Maximum unframed holes in sheathing shall be 3 in diameter. See plans for roof, floor, and shearwali minimum f'c=2,500 pal after 28 days curing unless otherwise noted Aggregate size shall be a maximum sheathing and nailing. of 1-1/2" in foundations and 3/4' at all other locations. 3-2 Curing compound shall be sprayed on all exposed surfaces Immediatelu after final troweling. 3-3 All cement used shall conform to ASTM C-150 and shall be Type n or Type 01 law alkali 6-29 Where a wail is labeled as a shearwall, 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 3-4 Aggregate shall conform to ASTM C-33 and shall not contain materials which are alkali reactive as the continuous paneling, special detailing s required Where special detailing s not provided, connections shall be requested by Contractor. determined by ASTM C-221,289, and 295. if test data s unavailable in regards to alkali reactive materials, provide cement with a maximum alkali content less than OA5t by weight. 3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of 01111JED-TED / LLANWACTUFM USABM the ACI code and UBC appendix, chapter 19. 3-6 Water proofing of foundations, retaining walls, and slab on grade is the responsibility of the Contractor 7-1 All glue -lams shall be of the following grades unless noted otherwses or Owner. 3-7 Vibrate concrete around all bolts, rebar and surfaces. Glu -Lam Timber- ANSI/AITC A190.1-1983 3-8 Construction ,pints shall be clean and wet prior to pouring concrete. Simple Spans ........ 24F -V4 DF/DF Combination 3-9 Concrete shall have a water -cement ratio of 0.45 Ib./Ib. or less. Cantilevers ......... 24F -VS DF/DF Combination 3-10 Concrete shall be air entrained a minimum of 5% and maximum of 7t. 7-2 Glue -lams shall be specified on pians. Glue -lams exposed to weather must be rated for exterior use by 3-0 Shrinkage at 28 days shall not exceed 0.055% for dry curing. the manufacturer. Glued -laminated fabrication shall be performed in an approved fabricator's shop in 3-12 Minimum concrete tensile splitting strength shall be 390 psL accordance with UBC 2304A3. Beam inspection certfficates shall be submitted to the field inspector 3-13 All projecting corners of slabs, beams, columns, etc. shall be formed with a 3/4' chamfer, unless prior to completion of frame inspe "coon in accordance with UBC 1704.62. specifically noted otherwise. 7-3 All manufacturedL'f," d prod-u6ts shall be installed per manufacturer's recommendations. 7-4 Bose Cascade Tivas Jost MacMillan or equivalent shall provide manufactured lumber. CONOFEM BLAB CONE 7RLPG'7M Minimum design vah=,d hall be as follows, Specification Fb(pw) Fv(psU FcT(pel) Fcli(psU E(psU Micrallam LVL 2600 285 750 2510 1.9E6 base- wnn r 4-1 Gravel Or sarnd ashois to provide structural base for slab only No provisions for;preverttrng _ TimberStrand LSI'' 2250 400 750 1950 15E6 groundwater Infiltration or dampness of the slab are included. If budding 'use will be such that slab must Parallam PSL, 2900 290 750 2900 ME& be dry at all tines, damp -proofing with pea gravel base, visqueen and 2' sand topping is recommended 7-5 Manufactured "I" (such as Truss Joists) shall be Installed per the manufacturer's recommendations 4-2 Slabs on grade shall be 4" thick and placed over 4" minimum of free drainmg aggregate base ,joists using a deflection lout of 1/480. Use a manufactured rim board (such as timber strand) with all "I' compacted to a minimum of 95% relative compaction. joists. Use a double rim board at all locations where ledgers are used (such as deck ledgers). 4-3 Crack control ,jointMg Is designed by the Contractor, unless shown on foundation plan. The maximum 7-6 Micro -lams (laminated veneer lumber) shall be specified on plans. spacing of ,joints shall not exceed 30' in any direction. 4-4 The vapor barrier membrane shall be Installed without any holes or areas that are uncovered All seams �A�t shall be overlapped and sealed conte uously with tape so that the seams are vapor tight. Where objects protrude through the vapor barrier, such as pipes, the vapor barrier shall be completely sealed around the object. All tears or punctures shall be completely repaired before placement of 8-I The Contractor shell install sufficient structural sheathing or bracing to provide adequate stability to sand and concrete. the structure during construction. 4-5 Steel rebar or wire mesh in slabs shall be located in the center of the slab. 8-2 Where pkambng, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap shall be fastened to each side of the top plates. 8-3 Use two trimmers at each and of each beam and header over 6'-0" tong, and one trimmer at each and Was than or equal to 6'-0" long unless otherwise rioted on plans. STEEIIJ 8-4 Balloon frame studs to truss bottom chord or full height at exterior waits where sloping cedtngs occur, 5-1 Reinforcing steel shall conform to the provisions of ASTM A-615, Grade 40 for s4 bars and smaller and un.o. 8-5 Top of foundation to be minimum of b" above adjacent finished grade. ASTM A-615, Grade 60 for •5 bars and larger. All rebar to be deformed and all splices shall not be less than 62 bar diameters of the larger bar. Horizontal laps in adjacent bars shall be staggered 5' - 0' minimum. 5-2 Reinforcement cover shall be as follows, Concrete cast against and permanently exposed to sods 3' 5-3 05 and larger rebar shall not be re-bent. 5-4 Alllacereinforcing steel and anchor bolts shall be accurately secured in position before and during concrete 5-5 All bolts, nuts, and lag screws shall be provided with flat or malleable washers where bearing against wood 5-6 Bolts, nuts, and lag screws shall conform to the provisions of ASTM A-307, Grade A. 2x WOOD STUD SIZE AND SPACE PER FLOOR PLAN SEE ELEVATIONS FOR EXTERIOR FINISH SLOPE FINISH GRADE 1 I I 1 FROM BUiLDING 1/411 PER FOOT FOR V-0' MiN. EA 1211 1/2" DIAM. A.B. Cal ro' O.C. MAXIMUM W/ 2"X2" X3/irolI STEEL WASHER MINIMUM 2 BOLTS PER SILL. MAX. 12" FROM END OF SILL W/2x P.T. SILL. U.O.N. �— CONIC.SLAB PER PLAN :9 bo o O o o° o°° a.)n$i UNDISTURBED SOIL #4 CONT. TOP 4 BTM. U.O.N. TYPICAL FOOTING iJO SCALE 13PAnCED WALL SCHEDULE 1/2" GYPSUM WALLBOARD ON STUDS SPACED 0 24" O.G. MAXIMUM. ®DRYWALL SCREWS 0 7" O.C. TO ALL STUDS, TOP AND BOTTOM PLATES, AND 2x BLOCKING. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING 15 REQUIRED F012 ALL HORIZONTAL EDGES. CAPACITY - 100 s / FT. "THERMO-PLY" STRUCTURAL GRADE SHEATHING WITH 16 GAUGE GALVANIZED STAPLES, I" CROWN x 1-1/4" LEG. CROWN 5HALL BE IN LINE WITH FRAMING MEMBER AT Vii" D.C. EDGE, 12" FIELD. ALL WITH BLOCKING REQUIRED a ALL EDGES. CAPACITY 200 s/FT. CDX PLYWOOD ON STUDS SPACED A 2.4" OC. MAXIMUM WITH 8d ©3/8" e 6" O.C. EDG' E,12" O.C. FIELD. ALL VERTICAL EDGES SHALL BREAK ON A STUD. BLOCKING IS REQUIRED FOR ALL HORIZONTAL EDGES. CAPACITY = 260 s/FT. ALTERNATE BRACED PANEL: 3/8' CDX PLYWOOD ON STUDS SPACED 0 24" O.C. WITH 8d 0 6" O.G. EDGE, 12" O.C. FIELD. ALL VERTICAL EDGES SHALL ®MAXIMUM BREAK ON A STUD. BLOCKING 15 REQUIRED FOR ALL HORIZONTAL EDGES. INSTALL I/2"' DIAMETER ANCHOR BOLTS WITH 7" MIN. EMBEDMENT 0 PANEL QUARTER POINTS (2 BOLTS PER PANEL). INSTALL HOLDOWNS A5 SHOWN ON PLANS. 7/0" STUCCO ON STUDS SPACED 6 24" O.G. MAXIMUM. NAiL OR STAPLE TO ALL STUDS, TOP AND BOTTOM PLATES WiTH NO.0 GAGE, 1 1/2" LONG, 7/I6" HEAD OR NO. I6 GAGE :STAPLE, 1/8" LEGS s 6" O.C. MAX. TO ALL STUDS, AND TOP AND BOTTOM PLATES. UNBLOCKED. CAPACITY = 180 */FT. NOTES: 1. FOR ®, ®,® AND ® = NAIL BILL PLATE TO WOOD FLOOR (WHERE OCCURS) WITH 4-16d PER 160. ANCHOR SILL PLATE TO FOUNDATION WITH 1/2" DIAMETER ANCHOR BOLTS EMBEDDED In MiN. A 4'-O" O.G. MAX. SPACING. USE A MINIMUM OF TWO BOLTS PER PIECE WITH i BOLT LOCATED WITHIN 12" OF EACH END. 2. AT INTERIOR WALLS FOR A, ®,e AND® - ANCHOR BOLTS MAY BE REPLACED WITH 1/2" HILTI-KWIK BOLT KB2-3 1/2" EMBED. AND ONE BOLT 0 12" FROM EACH END. SPACE 0 48" O.C. INTERIOR FOOTINGS SHALL BE A MINIMUM OF 12' WIDE AND 10" THICK (INCLUDING BLAB THICKNESS) UNLESS OTHERWISE NOTED ON PLANS. Design: JMR Checked. JMR Date: JULY, 2002 Job No. Sheet: 2 of 2 Sheets