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HomeMy WebLinkAboutB17-1151 039-020-005�,k• PERMIT NO: FORM NO Butte County Department of Development Services DBP -1 PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 8!N NO: Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds PLEASE PRINT CLEARLY wR r� O w. Last Name . First Name ��. Mailing Address ZO ae. we 3 [4u oar A City C (u d"o State Zip 9'5rf% b Phone �` Fax I 5- 6 APN 0 3 �- 0 Property Address City Locatiop must not be in the city limits of Chico, Gridley, Oro Alle or Paradise, r�++ E �n i, c,0 C 5 cl Z F htt J — Z 3 (� Z G :// isma s.buttecoun .net/flexviewer/bcdatasearch/index.html 0 Email Cell a. PENS V-Orvsallo ,4e bell. Iv et �5 `,Y - Z -?5 Policy Number Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance Name Mailing Address , City State Zip PL[>w,NT S1, 1%1A7 _„R -11N DATE, u Date: Print Name: *When filed, this application and all S14porting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. I Revised 12.19.2016 Page 1 of 1 'I - I Department of Development Services . . 7n, Tim a�"i Tim Snellings, Director ` Pete Calarco, Assistant Director y< ®° 7 County Center Drive T: 530.538.7601 Buttecountynet/dds Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-1151 Owner's Name: JONES RONALD & SANDRA REVOCABL Assessor's Parcel Number: 039-020-005 Date of Application: 6/9/2017 Square Footage Verification At Application: Change To: Living Area 615 Garage Area 0 Covered Area 0 Open Area 0 Department of Development Services Tim Snellings, Director y .. Pete Calarco, Assistant 7 County Center Drive ( T: 530.538.7601 buttecounty.net/dds REVEtOPMENi SERVICES Oroville California 95965 F: 530.538.7785 June 28, 2017 Ronald Jones ' I 3203 Hudson Ave. Chico, CA 95973 Assessor Parcel Number: 039-020-005 Building Permit Number: B17-1151 Plan Check #1 Description: Addition of 2 Bedrooms & l Bathroom to an Existing House in the flood plain I Occupancy Classification: R-3 Construction Type: V -B Stories: 1 I Fire Sprinklers: No Building Total Area: R-3 @ 615 sf Flood Zone: A per F.I.R.M. dated January 6, 2011 Thankou for submittingpermits for your building project. The permit documents have been reviewed and Y comments are listed below. Please respond in writing to each comment. Complete and clear responses will _.,expedite the re -check and approval of this project. Please provide two revised plan sets with your response. I STRUCTURAL COMMENTS: . Please specify stair framing and attachments to the upper and lower floors. 2. Specify height of the concrete stemwalls. FLOOD ZONE COMMENTS: 1. This project is located within FEMA flood zone A and the Sacramento River Designated Floodway Special Permit Zone. Approval from the Central Valley Flood Protection Board (CVFPB) and certification by a registered professional engineer demonstrating that the encroachment will not result in any increase in flood issuance � levels during the occurrence of the .base flood discharge is required prior to of building permits and prior to commencement of any construction activities including grading, excavation, or placement of fill. Please provide a copy of the approved CVFPB permit and reference the permit and it's requirements on the building plans. 2. Please note on the plans that the minimum net area of flood vent openings shall be one square inch per square foot of underfloor area. Please specify the number and size of flood vents required. If flood vents will be installed in concrete stemwalls, please detail reinforcement required around these openings. 3. Please provide a signed Flood Plain Declaration form and Substantial Improvement Worksheet (see attached) certifying ithe proposed P ro osed work will not be a substantial improvement. A Substantial Improvement is defined as 50% or more of the market value of the existing structure with depreciation of the existing structure taken into account. Provide a certified appraisal if the value of the proposed improvements will exceed 40% but less than 50% of the market value of the existing structure. I Y 1 If the work is determined to be a substantial improvement please provide the following: - Submit a FEMA Flood Elevation Certificate (2 copies) verifying the lowest floor of the finished structure is above the level of the 100-year flood elevation and complies with FEMA regulations and Butte County's Flood Hazard Prevention Ordinance (Butte County Code Chapter 26, Ordinance # 4041. The FEMA Flood Elevation Certificates must be prepared by a California Registered Professional Engineer or Architect. The Department of Development Services is currently open to the public from 8:00 am to 3:OO pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://www.buttecouniy.net/dds and clicking Building Permits Status. Philo Hunt, P.E. Plan Check Engineer 530.538.2130 hunt@buttecounly.net I I I i i i I BUILDING ENERGY ANALYSIS REPORT PROJECT: Jones Residence 9886 River Road Chico, CA 95926 Project Designer: LH Designs 16 Patches Dr Chico, CA 95928 (530) 891-1889 Report Prepared by: Max Ramirez 22189 Samson Ave. Corning, CA 96021 (530) 321-7242 242 PERMIT # Is lTfE COU TY DEVELOPMENT SERVICES ftE\t1F-WE- 0 FOR / CC[)G oMpLIf NOE 7 �Y Job Number: 060217 -Jones (LH) Date: B17-11.51 A-6/PC.1 039-020-00.5 6/6/2017 JUNE 9, 2017 ADDITION,TORES The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2013 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC - www.energysoft.com. EnergyPro 6. by EnergySoft User Number., 5733 ID: 060217 -Jones LH 77 V a TABLE OF CONTENTS 1 Cover Page 2 Table of Contents 3 Form CF -1 R -PRF -01-E Certificate of Compliance 10 Form RMS -1 Residential Measures Summary 11 Form MF -1 R Mandatory Measures Summary i �I EnergyPro 6. by EnergySoft Job Number. ID: 060217 -Jones (LH) User Number. 5733 i �I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 11:10, Tue, Jun 06, 2017 Page 1 of 7 Calculation Description: Title 24 Analysis Input File Name: 060217 -Jones (2013 Code-LH).ribdx GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Tide 24 Analysis 03 Project Location 9886 River Road 04 City Chico 05 Standards Version Compliance 2015 06 Zip Code 95926 07 Compliance Manager Version BEMCmpMgr 2013.4b (433) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 0 12 Project Scope Newly Constructed (Addition Alone) 13 Number of Dwelling Units 1 V 14 Total Cond. Floor Area (fl?) 615 15 Number of Zones 1 16 Slab Area (ft2) 0 17 Number of Stories 1 18 Addition Cond. Floor Area 615 19 Natural Gas Available No 20 Addition Slab Area (tt2) 0 21 Glazing Percentage (%) 10.8% u ADDITION ALONE PROJECT ANALYSIS PARAMETERS Existing011 02 03 04 05 06 Area excl. new addition ft2 Addition Area excl. existing) ft2 TOTAL AREA Existing Bedrooms Addition Bedrooms Total Bedrooms ( ) ( 9) Ii 1750.38 615 2365.38 0 2 2 I i is Registration Number: 217-N0189522A-000000000-0000 Registration Date/TTme: 2017-06-0611:22:54 HERS Provider:. CalGERTS ine, CA Building Energy Efficiency Standards -2013 Residential Compliance Report Version - CFIR-01212016-433 Report Generated at: 2017-06-0611:11:18 I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building CFIR-PRF-01 Calculation DatefTime: 11:10, Tue, Jun 06, 2017 Calculation Description: Title 24 Analysis Input File Name: 060217-Jones (2013 Code-LH).ribdx Page 2 of 7 F PLIANCE RESULTS 01 Building ComplieA with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below This compliance analysis is valid only for permit applications through December 31, 2016 ------------------------------- 04 ENERGY USE SUMMARY 05 06 07 MDkTDV/ft2-yr) Standard Design Proposed Design Compliance Margin 08 eating Percent Improvement 21.00 18.13 2.87 ooling 13.7% 47.74 48.46lation 000-1.5% 0.00 0.000.00 0.0% ating 130.59 130.590.00 0.0% ic Offset0.00 0.00nergy Total 199.33 197.18 2.15 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Floor has high level of insulation red FEAT�SUMMARYlowing the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is in tnents is, below. g-level Verifications: Quality Insulation Installation (QII) g System Verifications:--None-- HVAC Distribution System Verifications: • — None — Domestic Hot Water System Verifications: • None — i, Registration Number: 217-N0189522A-000000000-0000 Registration Re istrationDate /Time: 2017-08611. 22.54 HERS Provides CaICERT 'm c.LABu.ldm Energy Efficiency Standards Residential Compliance Report Vernon - CFiR-01212016-433 Report Generated at: 2017-06-0611:11:18 -- CF1R-PRF-01 OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Tue, Jun 06, page 3 of 7 2017 CERTIFICATE Calculation Daterrime: 11:10, Project Name: Residential Building Input File Name: 060217 -Jones (2013 Code-LH).ribdx Calculation Description: Title 24 Analysis N RATING - roach for the Standard Design Building (Energy Budget) and the annual Mounting offset b an for energy use components included in the performance compliance app electronics) and accountin for the annual TDV energy Y f the annual TDV energy consumption components not regulated by Title 24, Part 6 (such as domestic appliances and consumer sumption for lighting and le energy system. non-siterenewableEnergy Design Rating239.64 MarginPercent Improvement Reference Energy Use 2.15 0.9% kTDVM-Yr)'.99Energy ( includes calculated Appliances and Miscellaneous Energy Use (AMEU) N 05 07 02 03 04 ffftEmberentilation Number of Water Number of Dwelling Number of Bedrooms Number of Zonesystems EZ74 Nesting Systems onditioned Floor Area (ft2) Units 1 0 615 1 04 05 06 07 03 Zone Floor Area Avg. Ceiling Water Heating System 1 Water Heating System 2 e HVAC System Name 711 (ft2) Height HVAC System1 gDHWSys1d 615 OPAQUE SURFACES05 04 O6 07 08 02 03 01 Area (ftz) Window 8 DoorArea (ftZ) Tilt (deg) Construction Azimuth Orientation Gross 90 . Name Zone R-15 Wail 0 Front 184 31.5 Front Wall Zone 1 R-15Wall 90 Left 90 Zone 1 Left M R-15 Wail 180 Badc 184 _ 90 Rear Wall Zone 1 R-15 Wall 270 Right 214 35 Right Wall Zone 1 R-38 Roof Attic w/ RB 615 Roof Zone 1 R -30-2x12- Floor Crawlsp 615 Raised Floor Zone 1 20174)6-0611:22:54 Registration Date�me. 1 HERS Provider: CaICERTs ins at: 2017-06-06 11:11:18 Registration Number: 217-No169522A-000000000-0000 Report Version - CF1R-01212016-433 Report Generated CA Building Energy Efficiency Standards -2013 Residential Compliance I II i I I I II rl li T- , it CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Residential Building Calculation Date/Time: 11:10, Tue, Jun 06, 2017 Page 4 of 7 Calculation Description: Title 24 Analysis Input File Name: 060217 -Jones (2013 Code-LH).ribdx ATTIC.'.. 01 02 03 L04 05 106 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Ematance Radiant Barrier Cool Roof Attic Zone 1 Attic RoofZone 1 Ventilated 3.5 0.1 0.85 yes No WINDOWS 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Muttipli er Area (fiz) U -factor SNGC Exterior Shading " Window Window Front Wall (Front -0) — 1 31.5 0.30 0.23 Insect Screen (default) Window 2 Window Right Wall (Right -270) -- — 1 35.0 a 0.30 0.23 Insect Screen (default) OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers ; • Cavity/ Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: light Roof (Asphalt Shingle) • Floor Surface: Carpeted Floor Deck. Wood Siding/sheathing/deckirig R -30--2x12- Floor Crawlsp Floors Over Crawlspace Wood Framed Floor 2x10 @ 16 in. O.C. R30 0.034 Cavity/Frame: R-30/200 • Inside Finish: Gypsum Board • Cavity/Frame: R -15/2x4 R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.095 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity/Frame: R-9.1 /2x4 R-38 Roof Attic wt RB attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R38 0.025 Over Ceiling Joists: R-28.9 insul. BUILDING ENVELOPE . HERS VERIFICATION 04 01 02 03 Quality Insulation Installation (011) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required – Registration Number: 217-N0189522A-000000000-0000 Registration Date/Time: 2017-06-0611:22:54 HERS Provider: CaICERTS inc.. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CFIR-01212016-433 Report Generated at: 2017-06-0611:11:18 I I i i PUMPS 01 1 CF1R-PRFA1 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD page 5 of t Pump System 1 Calculation Date/Time: 11:10, Tue, Jun 06, 2017 Zonally Project Name: Residential Building input File Name: 060217-Jones (2013 Code-LH).ribdx - HSPF/COP Cap 47 Cap 17 Calculation Description`. Title 24 Analysis Controlled Compressor Verification WATER HEATING SYSTEMS 06 04 05 01 02 03 Distribution Type Water Heater Number of Heaters Solar Fraction (%) 22000 13800 Name System Type Standard DHW Heater 1 1 0 No 1 -hers -cool DHW Sys -DHW 1 111 WATER HEATERS 08 05 06 07 01 02 03 04 Exterior Tank Volume Energy Factor or :Tank nsulation R-value Standby Loss (Fraction) Name Heater Element Type Tank Type (gal) Efficiency Input Rating 0 0 DHW Heater 1 Propane Small Storage 50 0.6 40000-Btu/hr 07 WATER HEATING - HERS VERIFICATION 06 01 02 03 Central DHW EDistributiofn] ecirculation Parallel Piping Compact�Polnt:-ofControl qUse Distribution Name Pipe Insulation DHW Sys 1 -111 SPACE CONDITIONING SYSTEMS 06 05 01 02 03 04 li System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name SC Sys Name Heat Pump System 1 Heat Pump System 1 None None Heat Pump Heating and :Heat Pump System 1:::2:3 Coaling System PUMPS 01 02 7HVACAT Name Type t Pump System 1 DuctlessHeatPump 03 04 05 06 07 08 09 10 Heating Cooling Zonally Multispeed HERS HSPF/COP Cap 47 Cap 17 SEER EER Controlled Compressor Verification Heat Pump System 7.7 22000 13800 13 11.5 No No 1 -hers -cool I HERS Provider: CaICERTS inc. Registration Number: 217-N0189522A-000000000-0000 Registration Date/Time: 2017-06-0611:22:54 Report Generated at: 2017-06-06 11:11:18 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01212016-433 I i I i I 7 -- - i CF1R-PRF-01 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 6 of 7 Calculation Date/Time: 11:10, Tue, Jun 06, 2017 Project Name: Residential Building Input File Name: 060217-Jones (2013 Code-LH).ribdx Calculation Description: Title 24 Analysis HVAC COOLING - HERS VERIFICATION 04 05 t*j 01 02 U3 Verified EER Verified SEER Verified Airflow Airflow Target Name Not Required Not Required Heat PUMP System 1-hers-cool Not Required HERS Provider: CaICERTS Im Registration Number: 217-N01E9522A-000000000-0000 Registration DateCFIR-0 2017-06-0611:22:54 Report Generated at: 2017-06-0611:11:18 CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - FIR-01212016-433 I — -17T- - CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD pa CF1R-PRFA1 Project Name: Residential Building Calculation Date�ge 7 of 1 me: 11:10, Tue, Jun 06, 2017 Calculation Description: Title 24 Analysis Input File Name: 060217 -Jones (2013 Code-LH).ribdx r UMENTATION AUTHOR'S DECLARATION STATEMENT ertify that this Certificate of Compliance documentation is accurate and complete.umentation Author Name: Documentation Author Signature:rr•�,rr��yy,/Ytax cltairezx RamirezSignature Date: pany: Golden. Sun Designs 2017-06-06 11:22:54 CEAIHERS Certification Identification (If applicable): Address: N/A 22189 Samson Ave Phone: CRY/State/Zip:Coming, CA 96021 530-321-7242 RESPONSIBLE PERSON'S DECLARATION STATEMENT certify the following under penalty of perjury, under the laws of the State of California 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. i certify that the energy features and performance specifications identified on this CertificaCompliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of te of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the informationprovided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Desi Responsible Designer Signature: C/v�ar cJtamirez Designer Name: Max Ramirez Date Signed: Company: G 2017-06-06 11:22:54 Golden Sun Designs - License: Address: 22189 Samson Ave N/A Phone: Citylstate2ip: 530-321-7242 Coming, CA 96021 it ❑� ❑ Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in noway implies Regis ration ❑ Provider responsibility for the accuracy of the information. Easy to Verify at CaICERTS.com HERS Provider. CaICERTS inc. Registration Number: 217-N0189522A-M000000-0000 Registration Date/Time: 2ot7-06-06 7122:54 - _ I Compliance Report Version -CF1R-01212016-433 Report Generated at: 2017-06-06 11:11:18 CA Building Energy Efficiency Standards 2013 Residentia p T,___T7^ RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name Jones Residence Building Type m Single Family m Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration Date 6/6/2017 Project Address 9886 River Road Chico California Energy Climate Zone CA Climate Zone 11 Total Gond. Floor Area 615 Addition 615 # of Units 1 INSULATION Construction Type Area Cavi (ft) Special Features Status Floor Wood Framed w/Crawl Space R 30 615 New Wall, Wood Framed R 15 538 New Roof Wood Framed Attic R 38 615 New FENESTRATION I Total Area: 67 Glazing Percentage: 10.8 New/Altered Average U -Factor. 0.30 Orientation Area(ft2) U -Fac "SHGC - Overhang Sidefins Exterior Shades Status Front (N) 31.5 0.300 0.23 none none Bug Screen New Right (Vloq 35.0 0.300 0.23 none noneBug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Split Heat Pump 7.70 HSPF Split Heat Pump 13.0 SEER Setback New HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R Value Status HVAC System Ductless/with Fan Ductless n/a n/a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 6. by EnergySoft User Number. 5733 /D: 060217 -Jones LH Pae 10 of 14 Residential Mandatory California Green Building Code Measures Based on the 2013 California Green Building Standards Code Checklist - Effective July 1, 2015 VERIFICATIONS LEVELS ENFORCING AGENCY TO SPECIFY APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATION METHOD FEATURE OR MEASURE Prerequisites and electives' Entorcin g Agency Installer or Designer Third party Mandatory Tier 1 Tier 2 All All All PLANNING AND DESIGN All 1'E r1, 4.106.2 A plan is developed and implemented to, manage storm water drainage during 'construction. 4.106.3 Construction plans shall indicate how site grading or a drainage system will manage all surface g water flows to keep water from entering buildings . 4.106.4 Provide capability for electric vehicle charging ❑ ❑ in one- and two-family dwellings and in townhouses with attached private garages; and 3 Percent of total , arkm s aces as s ectfied fot mult�famtl dwelhn s 4.201.1 Building meets or exceeds the requirements of the ❑ ❑ ❑ Cali orniaBuildm Ener Efacienc Standar s3 y � % n., ol?r 4 ❑ ❑ 4.303.1 Plumbing fixtures (water closets and urinals) and fittings ( faucets and showerbeads) installed in residential I tive re uirements buildings shall alltom P]Y .with the prescriptive of Sections 4.303.1.1 through 4.303.1.4.4. ❑ ❑ ❑ 4.303.2 Plumbing fixtures and fittings required in Section 4.303.1 shall be installed in accordance with the California Plumbing Code, and shall meet the licable referenced standards. aa'+� r systems controllers 4.304.1 Automatic irrigation ,y ❑ ❑ ❑ installed at the time of final inspection shall be weather or soil moisture based. s , a., han 4r11ab Re Tri tfl4ini�t...... Mel ec tf; 4.406.1 Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acce Mable to the enforcin agency. r.:" Cctnsruelon ��tsreTetinn rpt1` I anti �c Gln 4.408.1 Recycle and/or salvage for reuse a minimum of Q 50 percent of the nonhazardous construction and with one g demolition wastee in accordance rice of the following: � nt local construction 1: Comply with a more stringent e and demolition waste management ordinance; or 2.'A construction waste management plan, per Section 4.408.2; or 3 waste management company, per Section 4.408.3; or action alternative, per Section stream reduction , 4.The waste st rea 4 408.4. I e ------------- 4.410.1 An operation and maintenance manual shall M ❑ ❑ 0 be provided to the building occupant or owner. TT LIT 4.503.1 Any installed gas fireplace shall be a direct -vent ❑ sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase 11 emission ❑ limits where applicable. Woodstoves, pellet stoves and fire laces shall also com 1 with ahcable local .. 11 - 4.504.1 Duct openings and other related air distribution fl com onent o enin s shall be covered during 4.504.2.1 Adhesives, sealants and caulks shall be com liant with VOC and other toxic compound 4.504.2.2 Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.3 Aerosol paints and coatings shall be compliant other ❑ ❑ ❑ with product weighted MIR limits for ROC and toxic compound ❑ ❑ ❑ 4.504.2.4 Documentation shall be provided to verify that compliant VOC limit finish materials have been ❑ ❑ I 4.504.3 Carpet and carpet systems shalt be compliant � ❑ with VOC limits. 4.504.4 80 percent of floor area receiving resilient floorin shall comply with specified VOC criteria. 4.504.5 Particleboard, medium density fiberboard (MDF) ❑ ❑ ❑ and hardwood plywood 1 ood used in interior finish systems low formaldehyde emission standards. { shall comply with it iiT{1 _ ;_ 4.505.2 Vapor retarder and capillary break is installed at ❑ ❑ slab -on -grade foundations. 4.505.3 Moisture content of building in used in, wall and floor framm is checked before enclosure. 4.507.1 Reserved. ❑ ❑ ❑ 4.507.2. is selected using the following methods: 1. Establish heat loss and heat gain values according to Manual J-2004 orequivalent. ANSI/AC CA2Ma 2. Size ductsystems according rdin to ANSI/ A CC A I g - Manual D-2009 orequivalent. Ma 3. Select heating and cooling equipment according to rva lent. 2 ANSI/ACCA 3 Manua] S004 or equivalent. I - i �ri51 �itt� t �i0_ ulliicalan5 a c a u 11�+�ah n� 702.1 HVAC system installers are trained and certified in ❑ the proper installation of HVAC s stems. 702.2 Special inspectors employed by the enforcingEl❑ ❑ agency must be qualified and able to demonstrate com ietence in the disci line the are ins ectm W, x. 703.1 Verification of compliance with this code may ❑ ❑ include construction documents, plans, specifications ❑ builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. I I I R rli, q — ___ _ a°. II a � I� l. �. . ,; �._, �,� l ,�. � ,.1- �.._ _ --- -- � it Illy, � N 12 12 14 16 if 16 - R9 (2 PLY) R2 N � N I I R1 2 PLY 16 F E 16 14 14 12 12 It co c o 000 cc Nti ll � 23-0 ALPINE Engineering eJob 5/24/2017 Truss Engineer Design Responsibilities The engineer's signature on this design certifies that the individual component depicted, if built with the materials and to the placements and tolerances specified, will bear the loads shown on the drawing. Users of the component are responsible for determining that any as -built component conforms to the design. The loading and dimensions specified have been provided by others and have not been verified by the signing engineer. The building designer is responsible for determining that the dimensions and loads for each component match those required by the plans and by the actual use of the individual component. The building designer is responsible for ascertaining that the loads shown on the designs meet or exceed applicable building code requirements and any additional factors required in the particular application. The engineer's seal on the attached component designs indicates acceptance of professional engineering responsibility solely for the design of the individual component assuming that the, loading and dimension requirements are as represented to the engineer. The suitability and use of this component for any particular building is the responsibility of the building designer in accordance with ANSI/TPI 1 Chapter 2. The engineer certifying this component is not responsible for anything beyond the specific scope of work set forth above, including but not ` limited to, the loading factors used in the design of the component, the dimensions of the component, the transfer of lateral loads from the roof and/or forward to the shear walls down to the foundation,connection of the components to the bearing support, the design of the bearing supports, the design and connection to the shear walls, the design of temporary or permanent building bracing required in the roof and/or floor systems, transfer of vertical loads down to the foundation, the design of the foundation or analysis in connection with the roof and/or floor diaphragms of the building. This is a high quality facsimile of the original engineering document. A wet or embossed seal copy of this engineering document is available upon request. Alpine, a division of ITW Building Components Group Inc. 2820 N. Great Southwest Pkwy. Grand Prairie, TX 75050 800-521-9790 i f II I PDF created with pdfFactory trial version www.pdffactory.com O >� i V _• / T .. i '�, _ �. q �T -ate �' ' 1 �'. /� \�� `. -,..� n -,,,5 �'"' -n ci �___y __ _ _ T_ . _ . . ", � _! �1 _ n _ i ' ,: it i7 n 1 Job Name: Jones ResidCD ence BRG X LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. -TRUSS ID: R1 ('� w Q 1 `0 1-12 2110 3,50" 1.50" BC : 2x4 DFL #1 & Btr. Designed per ANSI/TPI 1-2014 �a Y 2 22 10- 4 2110 3,50" 1.50' 2x4 DFL STANDARD Fab at on Tolerance . 20 0% MAX DEFLECTION (span %<B Ycreepp factor 3 00 This design based on chord brawn Refer to J nt - Bearfngs desrg ed for an FCPer vol ue of the :.,per the following 9 applied r=e: L/999 MEM 4-5 (LIVE) LC 1 QCDet 7 Sheets for lesser of thentruss chord lunger value or rig schedule: L= -0.17' CC 0.35' CL= - Lo factors and Rotational Tole ances. 625 for all bearings. TC maz o.<• from CRITICAL MEMBER FORCES: 0.52" :Loaded for 10 PSF non-concurre t BOLL. IRC/IBf truss plate values are based on - 24.00" 7-10 15 15 t0- 0 .Loaded for 200# non -concurrent moving BCLL. testfn and approval as required b IBC 1703 UPLIFT REACTION<5) „a TC fDMP. DUR. / .TENS. DUR, CSI 'Drainage shall be provided dad to avoid porMing. 9g Y Support C&C Wind Non -Wind I, 1-2 -5609 1.25 / 140 1.60 0.31 permanent hraci ng 1 required to and ANSI/TPI and are reported 1n ESR-ill8. 2 -1 9 lb 2-3 -5455 1.25 / 120 1.60 b.11 pp vent rotation/toppling. See + + + + + + + + + + + + + + + + + + + + Q 3-4 -6530 1.25 / 149 1.60 0.35 BCSI and ANSI/TPI 1. Nail pattern sham is far PLF loads and This truss is 4-5 -6530 1 de .25 / 149 1.60 0.35 Continuous lateral restraint attached to of nt loads converted to PLF loads onl signed using the 5-6 -5455 1.25 / 120 1.fi0 O.11 flat 7C az indicated: Lumber shall be pp ASCE?-10 Wind Spee fiwtion (j(Sj Concentrated loads shall be di stri butedto Bldg Enclosed .Yes, 6-7 -5609(1.25/ '- 140 1 each ply equal 60 Y Mu (((((( 0. s q It l 31 structural Y 1 1 al with Tr fli hon us rade. P Y ars s L 9 Bra ar Location ce e n B 24" b 9 Not o. c. u azed on End Z mess hanger na11s using 3.0" nails in. Exp Category = C one BC COMP. WR. / TENS. UR. CSI PLATING BASED ON GREEN LUMBER VALUES into the carrying menber. Bldg Le th = 26.75 ft Bldg Width = 23,00 ft r�.q. 8-9 -102 1.60 / .5338 1.25 0.48 2-PLYI Nail w/lOd COMMON -sta [[����r�•- If shovm, use additional fasteners far point Mean roof height . 10. ri1 ft .mph llo 9-10 61 1.60 /. 5290 1.25 0.40 TC- 2 BC- 2 WEBS- 2 � PERdF00TiND5) loads from the back p1ysA tlistributor symm. occupanq �tegory II, Dead toad = 13.2 sf - 10-11 - -61 1.60 5290((((11.25))3 0.40 Cluster screws;.: if shown,:are 3'" long... 1^ �e chords within 12 of harper flange Designed az Ma1n Wind Force Resisting System 11 re .102 <1.60)% 5338(1.25) 0.48 Not des goad for attic storage unless IF 2.5" GUN NA}LS ARE USED ANY R CLUSTER Lox -rise and Components and Cladding noted otgerwi se. -: AMOUNTS SHOWN shall BE INSTALLED FROM THE Tributary Area . 92 soft TENS. DUR. CSI FRONT AND 'RUN EQUALLYROTAL NAILS . ----LOAD CASE #1 DESIGN LOADS --___ 3-B -170001.25))/ 65 1.60 0.01 DDUBLE THE AMOUNT SHOYSI), 3 PLY OR LESS. - Dir L.PIf L.Loc R. PIf R Loc LL/TL 10d . lOd NAILS, SDS . Si meson SDS crews TC Vert 84.00 - 2- 0- 0 84.00 0 0- 0 - 0.48 3-10 -5601.60)% 1346 1.25 0,27 or e44ui al ant substitute. - TC Vert 68.00 0- 0- 0 68.00 8- 0- 0. 0.59 4-10 -930((1.253/ 68 1.60 0.06 C°) . Special Connection Req Cby others) TC. Vert 165.04 8- 0- 0 165.04 15-0-0 0.59 5-30 56 1,60 / 1346 1.25 0.27 NAIL ppattern shorn , based n. TC Vert 68.00 15- 0- 0 68.00 23- 0- 0 0.59 / 508 1.25 0.10 lOd BO% 0.128" dia. x 3.0" long nail TC Vert 84.00 23- 0- 0 84.00 25- 0- 0 0.46 j 6 11 -17001,25)/ 65 1.60 0.01 lOd COMMON = 0.148" di a. x 3.0" Ilong nail BC VYePrt 38.83 0- 0- 0 38.83 23- 0- 0 0.00 2d COMMON a 051621ai1ia.3x53.5 for grnail - TC VePt 0 0 0X�1�12 L1 00 Fastener ++.++++++++++++++++++ TC Vert .'220.0 g_ g_ 0.1 .00 j �. TC Vert .154.0 8- 0- 0 0.00 TC Vert 220.0 15- 0 0 . 1.00 Vert _ TC Vert 154.0 15 0- 0 0.00 TC ' 0.0 22-10- 4 1.00 Q j � n2-PLYS 1 2 3 4 5 6 7-10-15 0 REQUIRED 3.50 7 0 0 7 j 374# 374# -3.5 I j n 1.5X3 6X .5X3 g O 2 7-7 1.5X3 3 3X8 = 3X8 3-2 _5 0-312 2.5X4 6X62.5X4 2 I SHIP 1 B1 - 0-3-12 4� W:308 B2 T. I R:21 10W:308 � I U:- 119 R.2110 _ U:-119 8 9 23-0--11 f-� Ala G 7211" 12 AB connector Plates are ALPINE Wave 20 ga., unless preceded tiy'H' for High Strength 20 ga., "S°for Super IVI%- are Positioned 16 d Plates are to be positioned per Joint-0etail Report Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates.. 268 Homewood Trus **WARNING!"* READ AND FOLLOWALL NOTES ON TH/S DRAW/NG! Cust: ]ones 5/24/201 T (CAjs **/n/J/�ORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THEINSTALLERS. _'LO890517_L000 Fnteed es regwre extreme care in fabricating, hentllmg Shipp ng mstalling and txadng. Refer to and follow the latest edidon of BCS (Building Co WO: D rl VE aron,by TPl and VVECA)For safety practicespnor to performing these function s. InstaBersshall prvidemp^iPne)D:. DriV2rnr erwse kpchordshallhavepropedyattacheOsWcWrelshealhin recingPerBCSIunless Dsgnr:gW�'L0890517_L000D7_J00001 �n ��T� 17� �antlateral resiraim of websshell have Irian installed gond bottom chord shall have aproperly attached rigid ceiling. Lxa6ons shown #LC = 63 WT/PLY: 12 $# (//LTJ JI'LI�-�J I' II��\VVI II poatian as shown above and an the Joint Details re o g per BCSI selt re B3, B7 or 810, as applicable. Apply plates to each face of truss end LI AlpineedwaonoflTWBuildmgComponamsGroupulnc,auoabarwiae. TC Live .2=A: veDur. L=1.25.P=1.25 ANITWCOMPANY conformance wM.SIRPI 1,crfo 1,mding, shipping installation&bracngg responsible f Wsle$ar my deviation from this drawing, any failure to build Me lrussn -TC SnOW(Pf) 2820 N. Great Swp A seal on this drawln or cover a e listing this drawing indicates acceptance of professional engineering responsibili TC Dead oWDu r L=1.15 _ P=1.15AwY GramiPrame, TX 75050 solforthedesign shownThe sul�bility and useof thlsdrawing for any strucfureist6eresponsibllity of the Bui/ding 1p Mbr $rid /ComDesignerperANSI/riol 1 Sect ..BC Llve P /TensTRUSPLUS 6.0 VER: T6.5.21 F m einformsonseethislob'sgeneralnotesPageandthesewebsites: BC Dead 1.00 / 1.00 / 1,00.Spacing 2--0- 0ALPINE: wwWlCATPI i ICC: e Bldg Code: CBCFL RATIO: L/240 TG L/24 I I j I �_�: � �_. Ii _ 1 � e - I � � n i y _�� w: '� i � F_.p t � � n F June 8, 2017 Department of Development Services In -August of 2015 1 emailed Philo Hunt and said that l wanted to put an addition on an existing t from the houseiat 9886 River Road m aermi Chico. Mr. Hunt said that I would have to get p Central Valley Flood Board so I applied in November of 2015 for that permit. You can see on one of following pages their acknowledgement that I did apply in 2015. Then on May 22 of this year i emailed Mr. Hunt again and told him that the Central Valley Flood Board had finally approved my permit on May 19th of this year. He said in an email that you can read in the enclosed documents that I would be permitted to build the addition using the 2013 codes. Unfortunately, I still have not received anything from the Central Valley Flood Board saying that my permit is approved and you can read why in an email which I've attached. Hopefully I will receive confirmation from the flood board in the near future that I can then show you. Thank you, Ron Jones BUTTE COUNTY JUN 0 9 2017 DEVELOPMENT SERVICES B17-1151 A-6/PCI 039-020-005 JUNE 9,"017 XI)DITION TO RES i STATE OF CALIFORNIA -CALIFORNIA NATURAL RESOURCES AGENCY EDMUND G. BROWN JR., GOVERNOR CENTRAL VALLEY FLOOD PROTECTION BOARD 3310 EI Camino Ave., Rm. 151 SACRAMENTO, CA 95821 (916) 574-0609 FAX: (916) 574-0682 PERMITS: (916) 574-0685 FAX: (916) 574-0682 November 25, 2015 Ronald Jones 3203 Hudson Avenue j Chico, California 95973 i Subject: Central Valley Flood Protection Board (Board) Permit Application The purpose of this letter is to inform you that we have received your permit application for the following proposed work: Description: To authorize an existing 1740 square -foot dwelling; to construct a 615 square -foot home addition within the Butte Basin I Location: The project is located on the property at 9879 River Road in Chico. Section 23, T21 N, R1 W, MDB&M (Butte Basin, Butte County) Please ensure that the project description listed above describes all features that you are requesting to be permitted.If you find any discrepancies between the work you are proposing and what is described please notify Board staff immediately. Anyfeature(s) or proposed work not included in the work description will not be covered under the issued permit. Your application has been given the following temporary number: T2015113 If your application is found to be incomplete we will contact you to request additional information. Once we have received all required information the proposed work will undergo a technical and environmental review by Board staff. if the proposed work conforms to California Code of Regulations Title 23 Standards and all CEQA requirements have been met, we will notify you by letter within 30 -days from when the application was received. At that time your application will be given a permanent number and the application will be sent to the USACE for review. If you have any questions please contact Mike Thao of my staff at (916) 574-0684 or by e-mail at Mike.Thao@water.ca.gov. Refer to the temporary application number T2015113 that has been assigned to your application. Sincerely, C Gary Lemon, Chief Permitting Section Central Valley Flood Protection Board 1 From: Ron & Sandy Jones Sent: Monday, May 22, 2017 7:50 PM To: Hunt, Philo <PHunt@buttecounty.net> Subject: RE: Deal with flood board? Mr. Hunt, Back in August of 20151 received an email from you saying that before I could get a permit from the County I needed to get approval from the flood board. It took a while for me to work with the flood board to figure out how high I had to put the addition and then I had the plans drawn at that time. I submitted those plans and my application for a permit to the Central Valley Flood Board in November of 2015, and they finally approved the addition last Friday (May 19th). Since the plans were drawn up in 2015, the gentleman who drew up those plans said that I should check with the County to make sure that we don't have to update them since there are new building codes that went into effect this year. He suggested 1 explain my situation to you so you can tell me if I need to have the plans updated or if I would be allowed to proceed and build the addition under the 2013 regulations since "I started the process in 2015. Thank you, Ron Jones From: Hunt, Philo Sent: Tuesday, May 23, 2017 8:13 AM To: 'Ron & Sandy Jones' <ronsano@pacbell.net> Subject: Deal with flood board? 9878 River Rd. Hi Ron, 1 forwarded your request to our acting building official, Curtis Johnson. I will let you know as soon as 1 hear back from him. Thanks, Philo Hunt, P.E. I Plan Check Engineer 530.538.2130 1 phunt@buttecounty.net II i From: Hunt, Philo [mailto:PHunt@buttecounty.net] Sent: Tuesday, May 23, 2017 9:01 AM To: 'Ron & Sandy Jones' <ronsano@pacbell.net> Cc: DSBuilding DSBuildine@buttecounty.net Subject: Deal with flood board? 9878 River Rd. Ron, I discussed with Curtis and have good news. Due to the application starting with CVFPB prior to Jan 1, 2017 we will accept plans designed under the previous 2013 codes. If you have any questions about permit submittal contact the Permit Center (copied in this email) at 538-6861. i Thanks, Philo Hunt, P.E. I Plan Check Engineer 530.538.2130 1 phunt@buttecounty.net To: Thao, Mike@CVFPB June 1, 2017 Mike, Would it be possible for you to email me something that I can submit to the County with my permit application showing the Board's approval? You thought I might receive something by last Friday, but all I need is something to submit to the County -- I don't need all of the paperwork right now. Thanks, Ron From: Thao, Mike@CVFPB <Mike.Thao@CVFlood.ca.gov> Good afternoon Ron/Sandra. Sorry for the delay in issuing the permit; there was a little issue with the Corps' approval letter that still needs to be ironed out. Maybe you can submit the staff report (httP:Hcvfpb.ca.gov/docs/05.11.2017BoardMeetingSupportingMaterial/ltem6A_Permit_19075_RonaldJones.pdf) that was provided to the Board Members during last month's meeting and the recording of the approval (http://centralvalleyflood.granicus.com/MediaP[ayer.php?view_id=2&clip_id=105). Please let me know if additional information is needed. Once the minor issues are resolved, the permit will be sent to you. Sorry for the inconvenience. Mike Thao Water Resources Engineer Central Valley Flood Protection Board (916)574-0684 1 Mike.Thao@CVFlood.ca.gov 3310 El Camino Avenue, Suite 170 Sacramento, California 95821 i u.s.ile AkTmENToF# orVaAxDi sECUrttffY ELEVATION CERTIFICATE Fi Eii; L-ralvaal NCYMA14Aa�aEt4T�►aew t COMB No<1613 ri d ,< , Important: Read the instructions on gages 1-9. Explratlan Date. uty 31, 2ti15 SECTION ;A -.PROPERTY INFORMATION � INSUNAhICE COMPANY $4S Al. BuUZO C+wnecs No" RON JONES PolicyNumbe A2. Building Street Address (Including Apt., Unit, Sante, andfor Bldg. No.) or P' C►. Route and Sox No. Company tsAIG Ntarnb�r 9t378 RIVER Rt)Att ,.._. City CH1GC> State CAS Z1I' Code 85928 A3. F'rcfzerty Description (Lit and Slook Numbers, Tax Parol Number, al APN 039�2t?-005 Description, etc.) A14. Burldrrtg Use (e,g Residential, Inm-Rstdentiai,iddron, Amessory, etc.)fE IIEN rL AS.,i Latitudel ongitude. last. J0_5 , Long. HorizontalDatum: 0 NAD 492' 0 NAD 1983 AS. Attach at least 2 photographs of the building 9 the Certtfrcate Is bejrq used to obtain frood Insurance. A7< Building Diagram Number A8. For a building with a crawispace or enclosure(s); A9. For a building with so attached garage; a) Square footage of crav0space or enclosure(s) M sqft a) Square footage of attached garage lel isq It b) Number of permanent flood openings to the crawlspace b) Number of ,permanent fiarxl openings In the attached garage or enclosure(s) wfthM 1.0 feat above adjacent grade within 14 foot above adjacent grade c) Total net area of flood openings In AS,b sq in c) Total net ares of flood openings In A9.b sq In d) Engineered flood openings? Q Yes 13 No d) Engineered flood openings?0 Yes ®No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 01. NFIP Cornmunr°ty Name ,& Community Number 82, County Ilse 83. State OU I TE COUNTY 06,001 BUTTE COUNTY UNINCORPORATED AREA DA 84, MaplPanel Number 85. Suffix FIRM Index 87..FtRM Panel B& Florid 89, one Floodtions) (Zorn 06007CO915 E Designation Date.,�...�. D CORS 0 IPA Effective/Revised gate Zones) AO, use loess flood depth) . Ct Building elevations are based on: Construction I)rswtngs• 0 Building Under ConsttucOW 0 Finished Constrt ion . 'A new ion Cetrflfr to will be requited when construction of the building Is complete, 1A)W2011 A 126.8 510. Indicate the Source of Ilse Base Flood Elevation (BFE) data or base flood depth entered in Itern B9, 0 FIS Profile 0 FIRM C# Community Determined 0 Other/Source:,�F 811. Indicate elevation datum used for BFE In item B9. 0 NGV01929 0 NAVO 9988 Other/Soume. B12 is the building In a Coastal Barr Resources es System (CBRS) area or Otherwise Protected Area (OPA)'? 0 Yes 0 No Designation Date.,�...�. D CORS 0 IPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REOUIREp) Ct Building elevations are based on: Construction I)rswtngs• 0 Building Under ConsttucOW 0 Finished Constrt ion . 'A new ion Cetrflfr to will be requited when construction of the building Is complete, C2. Elevelims --Zones AI -A30, AE, AH, A (wft RFF),'VC, v 1 3, V (with BF•`E), AR. ARIA, ARAE, ARIA1-A30, ARIAH. A PJAO, Corm** Items r �- below-scoording to the building diagram specified in Item A7. In Puerto Rim only, enter misters. � mark Utilized, =121 ifertioa4 Datrxn. 88 Indicate elevation datum used for the elevations ht Items a) through h) , Ei NGVo 1929 0 NAVD ire 0 othertSour : a: � Dation used for building elevations must be the same as that used for the BFE, r _ m z Check the measurement used., a) Top of both floor (Including basement paoe, or enclosure fl 1 'feet Q meters eCL b) Top of'the next boor floor t - I� deaf l�I €rretertis J Lij c) Elottarn of the lowest horizontal structural member (V Zones only) ..,�..._ 0 0 met" d) Attached l#a a (tOp Of sl#1t7) 0, 0 linters e) Lowest elevation of rnaciylrterr car frgUijNrderi seiYjrirlg the building int meters z ` (Describe type of equipment and locationtri Comments) o ! � f) Lowest adjacent (finished) grade need to building (LAC) O feet El meters � 91 High adjacent (finished) ode next to, buil ling � 0 lit O yrs � 0 tr) Lowest adiacent at lowest elevation of deck stairs, lnoNding structural support Q feet 0 meter m (� � SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION CC �- T is Certllkation to to be sloned waled by a laird surveyor; engineer, or architect author by few tris certify of ation n Informoon, I MW that the Infvrmetb" on f s Cerus mpresentSPW best efforts to Interpret the data ove able. I UrWerStand thei any fetes a terrAbrit may bis pr t +dbtg by first Qr b7rptfstlrrmerft u ler 78 U S Cor, Semon Il l f. * ' Check hem froomments are provIded on back*( farm. Were dude and longitude kis Section A provided bye 0 Check two if shard ments. licensed land a 0 Yes 0 No W - Csrtd" ,S Name Ll»SUE Vit COKE License Number PLS $712 'title LAND SURVEYOR CkimpanyRame PRECISION SURVEYING �a Address 1165 HOFF WAY20t City ORLAND State CA ZiP Code 95963 Signature 00% 1 i23 015 Telephoner 5304654194 FEMA Form OW4) 33 (7/12) Sm reverse side for continuation. Replaces aft previous editions. l i ANDERSON, AND ROLLS IN 2011 i 'For Zones Ata and A (withSFE), *omplete Items EI -ES, tf the Certificate is intended to support a LOMA or LOMR-F rertuest, complete Sections A. S, and C. For [tem Ef--E4. use natarral grade, ii available. Check the rneasumment used, in Puerto RIM Only, enterer tens. El'. Prov; de e�vation inform for the fo g and check the appropriatebox" to shag r the elevation is above or below iters highest aat#larerrt grade (HAG) and the lowest 161areerrt grade (LA% fee meters Q or Q below the HAG. a) Top of bottom floor {including basement, parxtf or enclosure) is , �. Q b) Tap of bottom floor s nL pace, or sndosure) % 0 feet � 0 above or 0 below fire LAG For 8uildirt Grams 6 9 vats permanent openings provided in Section A Items 8 andtor 9 (see pages 8-9 of Instructions). the next taigherfloor (etevation C2.b m the diagrams} of the baling is feet meth (3 above or Q betow the HAG. E3. Atta> d gerage (top of slab) is ., O feet Of eters- above or Q beknw the HAG, E4. Top of platform of machinery anwor eWip ent servicing the being is . 0 Met Q reenters 0 above or 0 being tree HAG. 'E5. Zorn Ata ontr, If rw ftoddepth.numberlts assailable, is the top of the bottom floor elevated In accordance a with the raarnmunrtf s floodplain managerrrsstt ordinarift? Yes Q No 0 Unknown. The locatoftul Must cliffy this krfosrrsation In Section G. SECTION F - PROPERTY OWNER fOR t31tldNEWS REPRI"SENTAT M) CERTIFICATION pr rtY owner or corners auftriaed presen tare who completes Sectms & % snd E for Zane A (withouta Fes -Issued or community -hued 8F or Zone A© must sign here, The statements in Sens A, 0, and E are correct to the best of my knowledrp. propertyOmeror yrs Auttiottted representative's dame �` AddressC''State ZIP Code : igrtrstrre date Telephone n rhetk bom lefts n1.* SECT10N G—COMMUNITY INFORMATION (OPTIONAL) True kx i i wince authorized by law or ordinance to administerthea nay s t rcdp�in menagemenit ordinance can completesA, S, G (or Ef, and G of this Elevation Certificate. Gorrsplete the applicable fe r(s) and sign below, Check the rneasrarement used In Berra Gtl-G'1 t?. to Puerto Pico**, enter meters. Ct, The in e#iors C was aisen from other documentation that has been .signed and seated by a licensed surveyor, engineer, or ambitect who T sa�� by In Seaton C elevation VOwmation. (indicate the source and date of the e�wstion data in the Comments area berm) 02, C3 A t ommunrty t fftcW completed Section E for a building located in Zane A (without a FEMMssued or community -Issued SFE) or Zone AO. . 0 The following Information G"10) Is par ed for axyMMUnfty floodplain mane Mt purposes: 04. permit Number M. tate Certificate Of ComPr1an0a1O upancf Issued G?. This permft Inas been Issued for: ONew construction Substantial Improvement & Elevation of -bui t est floor (including b nth of the building: ...� ,.... ,�, ,� �3 'leer meters Datum ; G9. M or tin Zone AO) depth of flooding st the building site. , �...... ,_ [Q feet meters Datum Gio. Commurtl y"s design elevation. Cl 0 meters Claus lift Local Officlers ;tame Community None Telephone rm Date Signature COMM"% 13 Chi here if attachment ,I FEMA i"r ern 086-0-33 (7112)R plaMs ati previous editions. I; Exhibit A DEPARTMENT OF THE ARMY U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT 1325 J STREET SACRAMENTO CA 98814-2922 Executive Office (19075) MAY 17 2017 BUTM Ms. Leslie M. Gallagher w COUNW Executive Officer Central Valley Flood Protection Board JUL 2 5 2017 C e Room 170 3310 El amino Avenue, Sacramento, CA 95821 DEVELOPMENT - SERVICES Dear Ms. Gallagher: 8i7,/�) We have reviewed permit application 19075 submitted by Ronald Jones to alter the Sacramento River Flood Control Project authorized by the Flood Control Act of 1917, as amended. These plans cover authorizing an existing 1,740 sq ft dwelling and constructing a 615 sq ft home addition within the Butte Basin. The project is located on the property of 9878 River Road in Chico, at 39.6589831N 121.936842°W NAD83, Butte County, CA. The U.S. Army Corps of Engineers (Corps) has reviewed this application and determined that the alteration will not be injurious to the public interest and will not impair the usefulness of the project works. Pursuant to Section 14 of the Rivers and Harbors Act of 1899, 33 U.S.C. § 408 (Section 408), the District Commander approves the request to alter the Federal flood risk reduction project subject to the following conditions: a. That if the structure is damaged due to any cause, cumulatively to the extent of more than 50 percent of its market value; the structure may not be reconstructed or replaced without the approval of the Board. b. That materials or equipment stored within the floodway must. be securely anchored or removed prior to the flood season. c. That no work shall be performed in the floodway during the flood season of November 1 to April 15, unless otherwise approved in writing by your Board. d. That in the event trees and brush are cleared, they shall be properly disposed of i either by complete burning or by complete removal outside the limits of the floodway. e. That the proposed construction shall conform to Section 135, Supplemental Standards for Butte Basin, Title 23 of the California Code of Regulations. 4 Exhibit A j -2- i f. That the finished floor level of the structure shall be at least 2 feet abovethe floodplain. I g. That any debris generated by this project shall be disposed of outside the limits of the project right-of-way. h. That a safe evacuation route must be available to at least the 60,000 cfs flow line elevation, 100 year flood elevation, or at natural ground elevation, whichever is highest. i. That the Board shall ensure that the design flow of 60,000 cubic feet per second Basin I in the Butte B i n is not compromised p d by this work. j. That appropriate property rights shall be acquired prior to any construction. An approval under Section 408 does not grant property rights or exclusive privileges. k. That If you discover any previously unknown historic properties (30 CFR § 800.13) while accomplishing the activity authorized by this Section 408 permission, you shall Immediately notify the Corps of what you have found. The Corps will initiate an necessary Federal and State coordination Y rY din tion to ensure continued compliance nce with the National Historic Preservation Act. The proposed project is located within a floodway and, therefore, may be subject to flooding andtor flood damage. The Corps of Engineers strongly discourages development within known flood hazard areas. As a matter of public policy, we strongly recommend the Central Valley Flood Protection Board revise its policies and restrict development of habitable structures within flood hazard areas. Allowinga new structure within the floodway increases risk to both property and human lives. Based upon the information provided, no Section 404 permit is needed. A copy of this letter is being furnished to Mr. Don Rasmussen, Chief, Flood Project �. Integrity and Inspection Branch, 3310 EI Camino Avenue, Suite 200, Sacramento, CA 95821. Sincerely, 1 Colonel, U.S. Army District Commander I! i STATE OF CALIFORNIA THE RESOURCES AGENCY THE CENTRAL VALLEY FLOOD PROTECTION BOARD PERMIT NO. 19075 BD BUTTE This Permit is issued to: COUNTy Ronald and Sandra Jones JUL Z 5 2017 3203 Hudson Avenue DEVELOPMENT Chico, California 95973 SERVICES To authorize an existing 1740 square -foot dwelling; to construct a 615 square -foot home addition within the Butte Basin. The project is located on the property at 9878 River Road in Chico within Area B of the Butte Basin, at 39.65898°N 121.93684°W, Butte Basin, Butte County, CA. NOTE: Special Conditions have been incorporated herein which may place limitations on and/or require modification of your proposed project as described above. (SEAL) Dated: ✓ r , Exe tive Officer GENERAL CONDITIONS: ONE: This permit is issued under the provisions of Sections 8700 - 8723 of the Water Code. TWO: Only work described in the subject application is authorized hereby. THREE: This permit does not grant aright to use or construct works on land owned by the Sacramento and San Joaquin Drainage District or on any other land. FOUR: The approved work shall be accomplished under the direction and supervision of the State Department of Water Resources, and the permittee shall conform to all requirements of the Department and The Central Valley Flood Protection Board. FIVE: Unless the work herein contemplated shall have been commenced within one year after issuance of this permit, the Board reserves the right to change any conditions in this permit as may be consistent with current flood control standards and policies of The Central Valley Flood Protection Board. SIX: This permit shall remain in effect until revoked. In the event any conditions in this permit are not complied with, it may be revoked on 15 days' notice. Page I of 4 DWR 3784 (Rev. 9/85) SEVEN: It is understood and agreed to by the permittee that the start of any work under this permit shall constitute an acceptance of the conditions in this permit and an agreement to perform work in accordance therewith. EIGHT: This permit does not establish any precedent with respect to any other application received by The Central Valley Flood Protection Board. NINE: The permittee shall, when required by law, secure the written order or consent from all other public agencies having jurisdiction. TEN: The permittee is responsible for all personal liability and property damage which may arise out of failure on the permittee's part to perform the obligations under this permit. If any claim of liability is made against the State of California,'or any departments thereof, the United States of America, a local district or other maintaining agencies and the officers, agents or employees thereof, the permittee shall defend and shall hold each of them harmless from each claim. ELEVEN: The permittee shall exercise reasonable care to operate and maintain any work authorized herein to preclude injury to or damage to any works necessary to any plan of flood control adopted by the Board or the Legislature, or interfere with the successful execution, functioning or operation of any plan of flood control adopted by the Board or the Legislature. TWELVE: Should any of the work not conform to the conditions of this permit, the permittee, upon order of The Central Valley Flood Protection Board, shall in the manner prescribed by the Board be responsible for the cost and expense to remove, alter, relocate, or reconstruct all or any part of the work herein approved. SPECIAL CONDITIONS FOR PERMIT NO. 19075 BD THIRTEEN: The permittee acknowledges that the dwelling is located within the Butte Basin and may be subject to periodic flooding FOURTEEN: This permit is not valid until the enclosed Agreement Establishing a Covenant Running with the Land has been signed, notarized, and returned to the Central Valley Flood Protection Board (Board). LIABILITY AND INDEMNIFICATION FIFTEEN: The permittee shall defend, indemnify, and hold the Boar and the State of California, including its agencies, departments, boards, commissions, and their!Irespective officers; agents, employees,' successors and assigns (collectively, the "State"), safe and harmless, of and from all claims and damagesrelated to the Board's approval of this permit, including but not limited to claims filed pursuant to the California Environmental Quality Act; The State lexpressly reserves the right to s u element or take over its defense, in its sole discretion. II. � pp SIXTEEN: The permittee is responsible for all liability associated with construction, operation, and and shall defend indemnify, and hold the Board and the State, maintenance of the permitted facilities a y safe and harmless, of and from all claims and damages arising fromlthe project undertaken pursuant to this permit, all to the extent allowed by law. The State expressly reserves the right to supplement or take over its defense, in its sole discretion. SEVENTEEN: The Board and Department of Water Resources shall not be held liable for any irs flood g dams es to the permitted encroachment(s) resulting from releases o fw water fromreservoirs, , ce inspection, or emergency repair. fight, operation, maintenance, p g Page 2 of 4 DWR 3784 (Rev. 9/85) I '. o E AGENCY CONDITIONS j EIGHTEEN: All work approved by this permit shall be in accordance with the submitted drawings and specifications dated November 23, 2015 except as modified by special permit conditions herein. No further work, other than that approved by this permit, shall be done in the area without prior approval of the Board. NINETEEN: Permittee shall pay to the Board, an inspection fee(s) to cover inspection cost(s), i including staff and/or consultant time and expenses, for any inspections before, during, post- construction, and regularly thereafter as deemed necessary by the Board. TWENTY: The permittee shall be responsible for the repair of any damages to the floodway or other flood control facilities due to construction, operation, or maintenance of the proposed project. TWENTY-ONE: The permittee shall comply with all conditions set forth in the letter from � the Department of the Army (U.S. Army Corps of Engineers, Sacramento District) dated May 17, 2017, which is attached to this permit as Exhibit A and is incorporated by reference, TWENTY-TWO: The Board reserves the right to add additional, or modify existing, conditions when there is a change in ownership and/or g p maintenance responsibility of the work authorized under this permit. PRE-CONSTRUCTION j i TWENTY-THREE: Upon receipt of a signed copy of the issued permit the permittee shall contact the Board by telephone at (916) 574-0609, and submit the enclosed postcard, to schedule a preconstruction conference with the inspector that is assigned to your project. Failure to do so at least 10w Orkin days prior g y p to start of work may result i y n a delay of the project. , , CONSTRUCTION TWENTY-FOUR: No construction work of any kind shall be done during the flood season from November 1 to April 15 without prior approval val f the Board. Failure to submit a Time Variance Request ues t to the Board a 1 q t east 10 working days prior to Nov � g ember 1 may re project. Y p y sult in a delay of the I� TWENTY-FIVE: The finished floor elevation shall be at least 2 feet above the FEMA base flood elevation of 126.8 feet NAVD88. Permittee shall provide an elevation certificate indicating i o gcompliance with the above elevation requirement rior tocom completion theproject. TWENTY-SIX: If damage to the dwelling exceeds 50 percent of its market value within 10-year period, the dwelling � p cannot be rebuilt ultorre 9 paced without approval of the Board. If the dwelling is not repaired or replaced, the remaining portion must be completely removed from the floodway prior to the next flood season. TWENTY-SEVEN: The proposed building shall be properly anchored to prevent floatation into the DWR 3784 (Rev. 9/85) Page 3 of 4 I z floodway in the event of high water. POST -CONSTRUCTION TWENTY-EIGHT: All debris generated by this project shall be disposed ed of outside .the floodway. ! OPERATIONS AND MAINTENANCE TWENTY-NINE: After each period of high water, debris that accumulates at the site shall be completely removed from the floodway. THIRTY: The permittee shall maintain the permitted encroachment(s) and the project works within the utilized area in the manner required and as requested by the authorized representative of the Board, the Department of Water Resources, or any other agency responsible for maintenance and shall, at all times, allow officials from these agencies to access any adjacent areas as necessary for flood control. THIRTY-ONE: The permitted encroachment(s) shall not interfere with operation and maintenance of the flood control project. If the permitted encroachment(s) are determined by any agency responsible for operation or maintenance of the flood control project to interfere, the permittee shall be required, at permittee's cost and expense, to modify or.remove the permitted encroachment(s) under direction of the Board or Department of Water Resources. If the permittee does not comply, the Board may modify or remove the encroachment(s) at the permittee's expense.` PROJECT ABANDONMENT / CHANGE IN PLAN OF FLOOD CONTROL THIRTY-TWO: If the project, or any portion thereof, is to be abandoned in the future, the permittee or successor shall abandon the project under direction of the Board at the permittee's or successor's cost and expense. L THIRTY-THREE: The permittee may be required, at permittee's cost and expense, to remove, alter, relocate, or reconstruct all or any part of the permitted encroachment(s) if in the discretion of the Board the removal, alteration, relocation, or reconstruction is necessary as part of or in conjunction with any present or future flood control plan or project or if the Project is not maintained or is damaged by any cause. If the permittee does not comply, or in the event of an emergency, the Board may `remove `the encroachment(s) at the permittee's expense. END OF CONDITIONS S li Page 4 of 4 DWR 3784 (Rev. 9/85) r!. III ��� -..,. I ,�I Butte County Department of Development Services s PLAN CHECK 7 County Center Drive, Oroville, CA 95965 Main Phone (530) 538-7601 Fax(530)538-7785 DEVELOPMENT SEVACES FLOOD PLAIN DECLARATION I declare the market value of the proposed construction work under building permit application number: -7 11 5 I at the location of 7 � R 1 ✓(ffZ )e d' C �V w , �-A q 5 y 2 Assessor's Parcel Number: 03 9 - 020 - 00 O4or the construction of an addition and/or remodel consisting of �L 0 e d roo s"' 1 QC'X will not equal or exceed the definition of "Substantial Improvement as defined below. I am aware the building site is located within special flood hazard area zone Community Number, Map Panel, and Suffix(° Z42 ,N (�0,9 dated tic� 1C and may be at risk of flooding although I am not required to comply with flood plain .BUTTE management criteria. COUNTY Property Owner: �ly W a-00CS Wit- 5 c«e CC yC J • J -01q --S JUL 2 5 2017 Address: -2 03 4u`a.6 rV I4clQ DEVELOPMENT 6 3 C) T -b 4 S_ L(? -?6 SERVICES Phone Number: Print Name: R o nt oAj v-nt{S Signature: Date: _7 Z 161 17 *Substantial Improvement is defined as follows: any reconstruction, rehabilitation, addition, or other proposed new development of a structure, the cost of which equals or exceeds fifty (50) percent of the market value of the structure before the "start of construction" of the improvement. The Substantial Improvement cost is cumulative and includes all improvements that are not listed below as being excepted and that have occurred within the proceeding five years. This term includes structures which have incurred "substantial damage", regardless of the actual repair work performed. The term does not, however, include either: a. Any project for improvement of a structure to correct existing violations or state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions; or b. Any alteration of a "historic structure" provided that the alteration will not preclude the structure's ' continued designation as a "historic structure." Note: If the improvement percentage, cumulative over the last 5 years, equals or exceeds 40% of the market value of the structure before the "start of construction" of the improvement, a certified appraisal shall be required to verify the proposed work will not constitute a substantial improvement. Substantially improved structures shall meet the minimum building standards of the National Flood Insurance Program & Butte County's Flood Plain Ordinance (BCC 26-21) Revised 12.19.2016 Page i of 2 L �' - — — -- - - Substantial Improvement Worksheet for Projects within FEMA Floodplain APN: (D -2-(o - 0c)5 - c00 Date: 7' Z 117 EXISTING BUILDING: USE AREA SF -VALUE ` TOTAL _3 _x 1-783 X (J7'�o _ 4/3u $, 511 X x x X _ x x x x x x = x x Existing Structure Value (ESV): 70 3 11,8, i 1 PROPOSED ADDITION -REMODEL: USE AREA SF -VALUE , TOTAL R-3 x- 635 x 1 ?3 _ t i (o Rod x X _ x x x x = x x -- x x X X - REMODEL CONTRACT: . 11L S-00 l� Improvement Value (IV): i Improvement Percentage = N t 1 b oo - 3 7, YO ESV 30 a, $1l I f Revised 12.19.2016 Page 2 of 2 IIT . 7, 1 --- 'I' --- - --- - - r - 7 __ - - -- Estimate Date Estimate # [left Roblin « 10 R. s tlt or am It 6 n 7/13/2017 12308 PO Box 6421 530-521-5240 BUTTE matt@hoblin.net COUNW Chico, CA 95927 @h Lic # 601965 Lic#601965 JUL 2 5 2017 DEVELOPMENT SERVICES Name / Address Ron Jones 9886 River Rd. Chico, CA 95926 Project Description Total Estimated Costs to Build 615 s.f. Addition to House at 988::;ver Rd. in Chico As per Plans and Specifications Build Addition complete to include the following 96,852.00 Foundation Framing Roofing Windows b Stucco Exterior Drywall Paint Plumbing with standard fixtures and Tankless Water Heater Electrical with New Service Panel Finish Millwork - Doors, Baseboard, shelving, casing, bathroom Vanity etc. Granite Countertop Floor coverings - Carpet and Vinyl I �I I I Estimate is good for thirty Days Total Signature Page 1 iT-r- r-- Estimate f11c Date Estimate # 7/13/2017 12308 PO Box 6421 530-521-5240 Chico, CA 95927 matt@hoblin.net Lic # 601965 Lic#601965 Name / Address Ron Jones 9886 River Rd. Chico, CA 95926 Project D - e p scn tion Total Notes and Exclusions Heating and A/C Not Included (not specified on plans) Insulation and Repairs to Existing House not included Fire Sprinklers Not Included Finish Grading Not Included l Brick Wainscot Not Included Budget for Tub $800 I, I I I I Fl Scope & pricing for work at 9886 River Road addition. 7/24/2017 BUTTE Gilmore COUNTY Construction uction & ©ate: 7/242017 Development JUL 2 5,2017 i Rhone_ (530) 62472 c' -00 1ax: 530) 809_9695 Inc. DEVELOPMENTf hic. #644534 SERVICES Email: gilmoreconstruction.john@gmaii.com 2211 St. George Lane Ste.3 Chico, Ca. 95967 i 9886 River Rd. -Chico, Ca. Owner: Ron & Sandy Jones REFERENCE: SUBJECT: Quotation Itemizeduote q for 2 bedroom 1 bath addition as per pians drawn Item 1: Demolition:includes all work required to remove (E) items as needed to facilitate the building of a new'2 bedroom, 9 bath addition that will tie into (E) house as drawn in plans submitted to Butte County for building approval. This includes the removal of stucco, existing wall & roof framing, and the removal and relocation of any plumbing or electrical that is in the way of the new addition footprint. 1n our demolition we will protect the existing _ house from being infiltrated with dust, water,or any other intrusive elements either weather generated or the result of work being done on the addition. All items of the (E) house will be pkat back to original or better condition when this work is done. item 2: Concrete Foundation: We will install concrete foundation per plan drawings, meeting all requirements set forth on plans drawn. We will build to meet in the flood plain requirements set by the county, for building in this area. We will use 5 sack mixed blend 3,000 Psi concrete for foundation work' being done. We will install all rebar and holddowns as noted by plans and approved by County. Y Item 3: Plumbing: As there are no mechanical drawings included in plans, we will proceed with tie ins to the existing plumbing and drain lines. All plumbing work in this proposal pertains to the new addition and tie ins being within Sft. of the addition foot print. Also there is no work or pricing included in this proposal to upgrade or run a separate line to the (E) septic system. Any work required in this area would be an additional cost, and an estimate would be given and approved, before proceeding with this work. Also it is assumed that existing water & waste lines are adequate to'accept 'the addition tie in. If in the course of doing work it is found that existing water or waste lines need to be upgraded this will be an additional cost. We will provide all new plumbing water & waste lines. We will use capper for the waterlines and abs for the waste lines. Owner will pick out all plumbing items before work begins. The allowance for plumbing items including bath tub, sinks, shower valve & trim, faucets, toilet, shower & bath ,drains with taxis 1800. . $ 00 f the total these items exceeds $1800 owner will be billed for the difference above the $1800. If the total is less than $1800 owner will be credited the difference back. This $1800 allowance is included in the proposal price. Item 4: Framing: We will install framing for floor joists, subfloor, wall framing, sheerwall, roof framing tie in as per plans. Walls will be of 2x4 construction, roof framing as per plans. We will be using trusses by Homewood Truss as drawn and submitted to county. Sheerwall panels will be as per structural drawings. We will install radiant barrier roof sheeting as per plans. All headers installed will be as per drawings or better. Ali framing costs included in this price is for addition and where addition ties in to existing structure. Any existing framing needing to be upgraded would be an additional cost. Con'td on next page w I Scope & pricing for work at 9$86 River Road ad I drtion. 7/24/2017 item 5: Electrical: We will install a new 100 amp service to replace way of new construction. This will be installed in the new addition the ( with a one that is in the Similar to existing. We will coordinate with PG&E for service disconnect a roof mount entry `install. Any fees re' uired nett and . w .. ne q ould be aid w service P by owner- We will use. (E) panel location as Panel box, as needed. We will inwiring a s new fan/lights, exhaust fans, a d lightt flxtu es l be $90o oer o. Th sQamoufnt Allowance for b contract price, s included in Item 6: Insulation: We will install all insulation perplans, . me ludes subfloor insulation wall and roof insulation. This does notincl qurrements. This and energy re ude adding Insulation to the rest of (E) home to meet title 24 requirements. please se cost and alternates to s e see cos - additional I is for nal installing insulation in existing portions of home. Item � Item 7: Roofing: After the roof framing is tied i n e will provide new 30r. RoI that will match exiting roof shingle color. We will tall 15ib. Felt paper and h shingles � new shingles per code re uire q ments. New roofing included in this price includes ew en tall addition roofing and (E) roofing affected by new roof tie-in, it does not include j the existing roof surface unaffected by roof tie in. We can provide reroofing � this area of roof is to have new roofingP rde an additional cost if .install � flashing needed for roof to wall areas nd roof jacks for ewrplumbingventcoming hrurovide and install all �l roof. We will also provide metal roof edge flashing at the eaves edges. � gutters and downspouts X 11Ve will r uts g Il S P provide for id l addition area only, P e Item 8: Windows & Mirrors: We will install Alpine Series white vinyl windows energy requirements. Two windows - meeting ws w _ all ill be temg ,I tempered ed air P as on ' per . . Allow p r Allowance for mirrors or medicine cabinet/mirror combination is $3Qfor 00 herr i Mlle are not including the shower door or installation in this contract price. The ranges very differently for a standard shower door to a European styleprices door will be provided and Installed outside contract price. Contra door. The shower installation with Contractor or wrl g company chosen by owner,: I help coordinate 9: Interior Wall finish, doors & trim We will install Insulation in exterior walls and ceiling area above bathroom as n' before sheet rocking bathroom ceiling and bathroom walls. We will install moisture is ceded, ll locations in master bath drywall in the 2 bedroom areas. area. We will n tali r resistant drywall at all ceiling and At closet areas we install closet rods and shelves eguiar r owners configuration. We will tape top and finish sheetrock, prep coat and then exture to 'match existing texture in home. We will prime and paint with 2 coats satin or semi 'loss paint at all areas of new _ construction. There will be one base color and n d onsolorinthis proposal ice. Owner Will provide accessories such as towel bars, hooks,toilet will be six panel hollow core doors, baseboard with be 3 Paper holder in the bath area. Contractor will install these RC1J4" Coronado ba of of the room finish. Doors trim will be 2&1/e colonial style trim. Window sills will be standard window stood door material, unless noted otherwise. Allowance for doors and hardware Indo' l would be $90o.00 din locks g Item 10: Tile for shower: We will install a shower pan and darn for proposed shower area. This will & inspected by building inspector before tile is installed. We will install cement be Water tested shower wall area. We will then install a rediguard product on cement boar board at shower area water proof. Tile will be installed over cement d to make enclosed shower area. As noted in email, the one wall adjacent to tub, will a ceiling e to tub deck level only. This will leave area open for installation of rain glass at a later d to We will include installation of 2 cornerdate.. soap dishes in thisp ro osal rice. Allowance for P P Con'td on next page Scope & pricing for work at 9886 River Road addition. 7/24/2017 the material including trim, decor tile '& soap trays is $750.00.Owner will either be credited back or charged additional, depending on the difference of actual cost and allowance. We will install one row of decor tile in this cost. We will grout and seal the after' installation. Grab bars, recessed shelf or seat would be an additionalcost. Item 11: Tile for bath deck and short surround. We will install the at bath deck and tub surround. As this is a dedicated bath we will extend the surround apprx.12" above the top of tub. Allowance for tile, $325.00 I j Item "12 Stucco: We will provide a standard 3 coat stucco system in this contract price, Alternates to this 3 coat system are outlined in alternates & additionalcost sheet. Foam trim around windows is not included in proposal cost. We will paint finish coat s stucco with primer and 2 Coats of exterior paint at finish. We will also paint under eaves to match (E) finish. Item 13 Carpet/Vinyl Flooring: We will prep subfloor as needed, and in the 2 bedrooms y • � p� y and hallway/stairs /stairs will install 81b. Pad with carpet to be picked out b owner. The allowance for carpet & pad is $3.10 /sq-ft.plus tax < for the materials necded.(as per Big Foot Carpet who provide original" carpet). At stairway we will provide a handrail on each side of steps. In the master bath area we will install vinyl plank snap together water resistant flooring throughout. Allowance for foam backed vinyl flooring 'piece at door way. 9• y g is $3.2516 ft. Including transition Item 14: Cabinets and countertops.: We will provide either recessed paneled' doors and drawers or shaker style doors and drawers in this proposal price. We will have sink cabinet configured where there will be doors at both sink areas, row of drawers to the wall side of each sink area, and either drawers or doors with shelves in the middle section. At the linen & towel cabinets we will have an upper and lower set of doors with adjustable shelving inside. Both cabinets will be painted with a white lacquered finish. lnteriors of cabinets "I be white melamine finish. At the bathroom sink counter top we will install either a pre fab quartz counter or a prefab granite counter. The quartz counter is denser and does not need to be seated life the granite counter would need to be. We will fabricate counter for 2 under mount sinks and the hole for the sink faucets. We will seal new countertop as needed after fabrication. Allowance for countertop material is $650.00 with 6 inch'backsplash. r Costs for items listed above as noted above including allowances: $116l3(}0.b0 Allowances that are a part of contract price: Item 3: Plumbing allowances for plumbing fixtures: $1,800.00w/tag included Item 5: Electrical allowance for lights, fans, fixtures: $900.00w/tag included Items 8: Mirror or medicine/mirror combo. allowance: $300.00w/tax include Item 9: Door & hardware allowance: $900.00w/ tax included Item 10: Shower tile allowance including soap dishes: $850.00w/tag included Item 11: Batu tab surround tile allowance: $350.00w/tax included Item 13: Carpet allowance: $3.10sq.ft. plus tx vinyl floor allowance: $3.25 sg.ft. plus tag Item 14: Countertop allowance: $650.00 including tax Con'td on next Paige i • Scope & pricing for work at 9$$6 River Road addition. 1 n 7/24/2017 Item excluded in costs listed above: l• Permit or drawing fees associated with this project 2• Any work found in the course of construction, that requires the upgrading of existing structure or components such as plumbing, electrical! related and other related items. 3. Water & Electricity for project. This is to be provided by owner. Alternate, or Additional costs that are not part of the Contract price and items not covered in the contract price. Rein 3: Plumbing: As this is a large additions to be flied into existing hot water beater` system,; we are proposing to install an on demand hot water system for the new bathroom addition. This will need to be located in either the new bedroom closet or another location that would work. Additional cost for providing and installingthis on demand system: 25 Item 6: Insulation: This is an additional cost to add title°24 required insulation to the (E) attic of the existing home. Estimated additional cost: 30' Ko Item 7: Gutters: The existing home does not have a gutter, stem. This additionalsy s wou !� cast. Ifthis is desired we could give a quote to install gutters around existing home that would match what is being installed on new addition. o i icc Item $: Shower door is not rovided in contractrice. This would be aid dire owner to subcontractor 1 stirr�aied ctl Y b Y ...�._."�asf rarc6e'�e;tv+ieeii OQ ari � 0' Item 12: Stucco: We are bidding a standard 3 coat plaster system, There are 3 alt costs associated alternate with t th e this item. l Provide an acrylic coat or smooth coat to finish, additional cyst: proof the stucco finish,�but the painting of stucco will also accomplish This water Provide a brown coat finish on the new foundation stemwalls; FkqWQ, This would be needed to cover foundation finish if no new brick veneer is installed. Instead of brown coating the new foundation stemwalls, install a brick veneer that would match existing brick veneer as front of house. Additional Cost: Item 15t. Rvac tie-in: Story Heating & Air provided and installed new unit for (E) house. At the time of it installation the new unit was sized so that it would be able to service the new 2 bedroom addition and bathroom. We will coordinate with Story Heating & Air in installing blocking for vents and any other training items needed in the new addition area. Owner will pay Story Heating & Air directly forkcost of tieing new addition in with (E) heating &airstem. In talking to HVAC company, they said they thought tie-in would be Jh'Ty #1 .Q Not included in propos s P' a rice:l'�D P p 1 rice. P Con'td on next page li i I 2013 California Residential Code: Glazing: Except as indicated in Section R308.1.1 each pane of glazing installed in hazardous locations as defined in Section R308.4 shall be provided with a manufacturer's designation specifying who applied the designation, designating the tyoe of glass and the safety glazing standard with which it complies, which is visible in the final installation. The designation shall be acid etched, sandblasted, ceramic -fired, laser etched, embrossed, or be of a type which once applied cannot be removed without being destroyed. A label shall be permitted in lieu of the manufacturer's designation. EXCEPTIONS: 1. For other h than tem parea glass, manufacturer's designations are not required provided the bulding Lade. official approves the use of a certificate, affidavit or other evidence confirming compliance with this 2. Tempered spandrel glass id permitted to be identified by the manufacturer with a removable paper designation. Rte. 08 1 1 Identification of Multiple Assemblies Multi ane assemblies having individual P g ndroidual panes not° exceeding 1 square foot (0,09 m) in exposed area shall have at least one pane in the assembly identified in accordance with Section R308.1. All other panes in the assembly shall be labeled " b d CPSC 16 CFR 1201" or "ANSI 297.1" as appropriate. R308.2 Louvered Windows or Jalousies Regular, float, wired or patterned glass in jalousies and louvered windows shall be no thinner than normal 3/16 inch (5 mm) and no longer than 48 inches (1219 mm). Exposed glass edges shall be smooth. R308.2.1 Wired Glass Prohibited Wired glass with wire exposed on longitudinal edges shall not be used in jalousies or louvered windows. R308.3 Human Impact Loads Individual glazed areas, including glass mirrors in hazardous locations such as those indicated as defined in Section R308.4, shall pass the test requirements of Section R308.3.1. EXCEPTIONS: 1. Louveredwi' ndows and ] I ousies°shall comply y with Section R308.2. 2. Mirrors andt o her glass panels mounted or hung on a surface that provides a continuous backing support. 3. Glass unit masonry complying with SectionR610. R308.4 Hazardous Locations The locations specified in Sections R308.4.1 through R308.4.7 shall be considered specific hazardous location for the purpose of glazing. R308.4.1 Glazing In Doors Glazing in all fixed and operatable panels of swinging, sliding and bifold doors shall be considered a hazardous location. EXCEPTIONS: 1. Glazed openings of a size through which a 3 -inch -diameter (76 mm) sphere is unable to pass. 2. Decorative glazing. R308.4.2 Glazing Adjacent Doors Glazingin an individual droidual fixed or operable op able panel adjacent to a door where the nearest vertical edge of the glazing is with a 4 2 inch 610 mm arc c of either vertical edge e of the door in ( a closed ostion and where the bottom 9 P exposed edge of the glazingis less than 60 inces (1524 mm) above the floor or walking surface shall be considered a hazardous location. EXCEPTIONS: 1. Decorative glazing. 2. When there is an intervening wall or other permanent barrier between the door and the glazing. 3. Glazingwalls in on the latch side of and perpendicular to the plane of the door in a closed position. 4. Where access through the door is to a closet or storage area 3 feet (914 mm) or less in depth, Glazingin this application shall comply with section R08.4.3. -5. Glazing that is adjacent to the fixed panel or patio doors. R308.4.3 Glazina in Windows Glazingin an individual fixed or operable able anal that meets all of the following conditions shall e p g b considered a hazardous location. 1. The exposed area of an individual pane is larger than 9 square feet (0.836 m ); 2. The bottom zi edge of the I g glazing ng is less than 18 inches (457 mm) above the Floor; 3. The to edge of the I p g gazing is more than 36 inches (914 mm) above the floor; and 4. One or more walking surfaces are within 36 fiches (914 mm), measured horizontally and in a straight line, of the glazing. EXCEPTIONS: 1. Decorative glazing. 2. When a horizontal rail is installed on the accessible side(s) of glazing 34 to 38 inches (864 to 965mm) above the walking surface.T e rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot (730 N/m) without contacting the glass and be a minimum of 1 1/2 inches 38 mm in cross ro sectional height. 3. Outboard panes in insulating glass units and other multiple glazed panels when the bottom edge lass is 25 feet 7 620 mm or more above rade a roof, walking 9 ( kin surfaces or other horizontal within 4 degrees 9 5 d ees 9 9 (0.79 rad) of horizontal] ] surface adjacent to the lass exterior.r. R308.4.5 Glazing and Wet Surfaces Glazing in walls enclosures s or fences containing or facing hot tubs spas,as whirlpools, ools saunas steam rooms, bathtubs, showers and indoor'oroutdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) me4sured vertically above any standing or walking surface shall be considered e d a hazardous location. This shall apply to single glazing and all panes in multiple glazing. EXCEPTION: Glazingthat is more than 60 inches- 1524 mm measured horizontal) and in a straight line from ( )� Y g the water's edge of a bathtub, tub hot tubs a P whirlpool, or swimming I P 9Pco• R308.4.6 Glazing Adjacent Stairs and Ramp Glazing where the bottom exposed edge of the glazing is less than 36 inches (914 mm) above the plane of the adjacent walking surface of stairways, landing between flights of stairs and ramps shall be considered a hazardous location. EXCEPTIONS 1. When a rail is installed on the accessible sides(s) I () of the glazing ng 34 to 38 (864 to 965 mm) above the walking surface. The rail shall be capable of withstanding a horizontal load of 50 pounds per linear foot 730 N m ( ) without / ou contaction the glass and be a minimum of 1 1/2 inches (38 mm) in cross sectional height. 2. Glazing 36 inches (914 mm) or more measured horizontally from the walking surface. R308 4 7 Glazing Adjacent to thottom Stair Landing Glazing adjacent to the landing at the bottom of the stairway where the glazing is less than 36 inches (914 mm) above the landing and within 60 inches (1524 mm) horizontally ontall of the bottom trasci shall I be considered a hazardousocation. EXCEPTION: The glazing is protected by a guard complying with Section 8312 and the plane of the glass is more than 18 inches (457 mm) from the guard. Means of Egress: R311.1 Means of Egress All dwellings shall be provided with a means of egress as provided in this section. The means of egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from all portions of the dwelling to the exterior of the dwelling at ther,e vired egress door without requiring travel through a garage. R311.2 Egress Door At least one egress door shall be provided for each dwelling unit The egress door shall be sidehinged, and shall provide a minimum clear width of 32 inches (813 mm) when measured between the face of the door and the stop,with the r doo open 90 degrees 1.57 rad). minimum rnmum clear height of the door P o0 opening shall not be less 9 ( ) than 78 inches 1981 mm in height measured from the to of the h P 9 ( ) g p threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily o enable from inside the dwelling without the use of a key or special knowlesge or effort. R311.3 Floors and Landings at Exterior Doors There shall be a landing or a floor on each side of each exterior door. The width of each landing shall not be less than the door served. Eve landing shall have a minimum dimension of 36 inches 914 mm measured in Every 9 ( ) u ed the direction of travel. Exterior landings o shall be permitted to have a slope not exceed 1/4 unit vertical in 12 units horizontal (2 -percent). EXCEPTION: Exterior balconies less than 60 square feet (5.6 m ) and only accessiblefrom a door are permitted to have a landing less than 36 inches (914 mm) measured in the direction of travel. R311.3.1 Floor Elevations at the Required Egress Doors Landings or finished floors at the required egress door shall not be more than 11/2 Inches (38 mm) lower than the top of the threshold. EXCEPTION: The landing or floor on the exterior side shall not be more than 7 3/4 inches (196 R311.6 Hallways The minimum width of a hallway shall be not less than 3 feet (914 mm). R311.7 Stairways Stairways rwaYs shall not be less than 36 inchesmm 914 ( ) in dear`width at all points above theP ermitted handrail height an d below the requireduired headroom height. ht. Handrails shall not project ]act m r o e than 4.5 inches (114 mm) on either side of the stairways at and below the handrail height, including treads and landing, shall not be less than 311/2 inches 787 m m where a handrail " ' a Is installed ( ) ailed on one side and 27 inches698 mm where handrails are provided on both sides. inches( ) EXCEPTION: The width of the spiral stairways shall be in accordance with Section R311.7.10.1. R311.7.2 Headroom The minimum headroom in all parts of the stairway shall not be less than 6 feet 8 inchesmm 2032 ( ) measured vertically from the sloped line adjoininghe tread nosingor from om the floor surface of the landing or platform on that portion of the stairway. EXCEPTION: Where the nosingof treads at the side of a flight extend g d under the edge of a floor opening through which the stair passes, the floor opening shall be allowed to project horizontally into the required headroom a maximum of 4 3/4 inches (121 mm). Stair Tread Handrails and Guard Rails: 8311 7 5 Stair treads and risers Stai r tre ads and risers shall meet the requirements of this section. For the purposes of this section all dimensions and dimensioned surfaces shall be exclusive of carpets, rugs or runners. R311.7.5.1 Risers The maximum riser height shall be 7 3/4 inches (196 mm). The riser shall be measured vertical) e y between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not permit the passage of a 4 -inch -diameter (102mm) sphere. Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. R311.7.5.2 Treads The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measuredhorizontall between the Y vertical planes of the foremost projection of adjacent treads and at aright angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8inch (9.5 mm). R311.7.5.2.1 Winder treads Winder treads shall have a minimum tread ad depth of 30 inches (254 mm) measured between the verticalp lanes of the foremost projection of adjacent treads at the intersections with the walkline. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at anypoint within the clear width of the stair. Within any flight of stairs, the largest winder tread depth at the walkline shall not exceed the smallest winder tread by more than 3/8 inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight of stairs as rectangular treads and do not have to be within 3/8 inch (9.5 mm) of the rectangular tread depth. R311.7.5 Stairtreads and risers Stair treads and risers shall meet the requirements of this section. For theur oses of this section all dimensions P P and dimensioned surfaces shall be exclusive of carpets, rugs or runners. R311.7.5.1 Risers The maximum riser height shall be 7 3/4 inches (196 mm). The riser shall be measured vertically between leading edges of the adjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by more than 3/8 inch (9.5 mm). Risers shall be vertical or sloped from the underside of the nosing of the tread above at an angle not more than 30 degrees (0.51 rad) from the vertical. Open risers are permitted provided that the opening between treads does not ermitt he passage of a 4-inch-diamete P r 102mm sphere. p 9 e. ( ) P Exception: The opening between adjacent treads is not limited on stairs with a total rise of 30 inches (762 mm) or less. R311.7.5.2 Treads The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measuredhorizontall between the P Y vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flight of stairs shall not exceed the smallest by more than 3/8inch (9.5 mm). R311.7.5.2.1 Wil rider treads Winder tre s shall hall have a minimum tread depth of 10 inches (254 mm) measured between the vertical planes of the f re o mostro'ection f p ] o adjacent treads at the intersections with the walkline. Winder treads shall have a minimum tread depth of 6 inches (152 mm) at any point within the clear width of the stair. Within any Flight of stairs the largest es t winder l ead depth at the walkline shall not exceed the smallest winder tread bY morethan 3/8inch (9.5 mm). Consistently shaped winders at the walkline shall be allowed within the same flight f stairs o airs as rectangular treads and d 9o not have to be within thin inch 3/8 depth. / (9.5 mm) of the rectangular tread R311.7.8 Handrails Handrails shall be provided on at least one side of each continuous run of treads or flight with fouror more risers. 8311.7.8.1 Height Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp slope,shall be not less than 34 inches (864 mm) and not more than 38 inches (965 mm). EXCEPTIONS: 1. The use of a volute, turnout or starting easing shall be allowed overthe lowest tread. 2. When handrail fittings or ben in 9s are used to provide continuous transition between flights, is transitions at winder treads the transition from handrail to guardrail, or used at the start of a flight, the handrail height at the fittings orbendings shall be permitted to exceed the maximum height. R312.1 Guards Guards shall be provided in accordance with Sections R312.1.1 through R312.1.4. R312.1.1 Where e e required Guards shall be located alongopen-sided walking p g surfaces, including stairs, ramps and landings, that are located more than 30 inches (762 mm) measured vertically to the floor or grade below at any point within 36 inches (914 mm) horizontally to the edge of the open side. Insect screening shall not be consideredas a guard. R312.1.2 Height Required guards at open -sided walking 9 surfaces including 9 stairs, porches, balconies or landings, shallbe not less than42 inches (1067 mm) high measured vertically above the adjacent walking surface, adjacent fixed seating or the line connecting the leading edges of the treads. EXCEPTIONS: 1. Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm) measured vertically from a line connecting the leading edges of the treads. 2. Where the to of the guard also serves s p g a a handrail on the open sides of stairs, the top of the guard shall not be less ss than34 inches (864 mm) and not more than 38 inches (965 mm) measured vertically from a line connecting the IeadinE edges of the treads. R312.1.3 Opening limitations Required guards shall not have openings from the walking surface to the required guard height which allow passage of a sphere 4 inches (102 mm) in diameter. Exceptions: 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, shall not allow ow assa a of a sphere re 6 inches 153 mm ' 9 in diameter. passage P 2. Guards on the open side of stairs shall not have openings which allow passage of a sphere 4 3/8 inches 11 1 mm in diameter. R303.9 Reauired Heating When the winter design temperature in Table R301.2(1) is below 60'F(16'C), every dwelling unit shall be provided with heating facilities capable of maintaining a minimum temperature of 68'F 20'C p 9 p ( ) ata point f p 3 eat (914 mm) above the Floor and 2 feet (610 mm) from exterior walls in all habitable rooms at the design temperature, The installation of one or more portable space heaters shall not be used to achieve compliance with this section. NOTE: See section R301.1.1.1. for limited-desit owner -built rural dwelling. 13UTM Y 9 COUNTY JUL 2 5 20171 DPVV,LOPMENT TABLE 4.504.1 ADHESIVE VOC LIMITI,2 Water and Less Exempt Compounds in Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURALAPLICATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives Pe 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 " Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 9 9 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed ' 50 SPEC IALTY APPLICATI ONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS - . Metal to metal 30 Plastic foams 50 Porous materialexce ( Pt wood) 50 Wood 30 Fiberglass 80 TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter 0.05 SEALANTS 0.08 0.05 Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof g f membrane 450 Other 420 SEALANT PRIMERS S3.0 Architectural ry Nonporous 250 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1 2012 Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.08 0.05 Particleboard 0.09 Medium density fiberboarct 0.11 Thin medium densityfiberboard 1 0.21 0.13 Project Information: Project Description: Proposed New ' Master Bedroom edroorn and bathroom, and additional bedroom. Total addition is 615' of conditon space. Please see plans Approximately 2,650 P p s for further information. ma o Please -See Central Valley Protection Board letter under Permit No. 19075 BD. For all flood Construction Re uiements. B Others. q (Y ) ¢ Q Q ¢ D V- fib US G 2-0 ( &-. zAail t- nbS 1 7 r' y S rft 2° bb I2vttc_V1 o'erciAL- 1 Y Approximate) 2,650' Sheet Index: C.S. See Site Layout Plan A1.0 FLOOR PLAN A!.1 (E) FLOOR PLAN Address: ess. ELEVATIONS -- ---Client r This Sheet Main Residence- 1 ELECTRICAL PLAN M1.0 MECHANICAL PLAN 1 1 S2.0 BRACED -WALL PLAN S3.0 ROOF FRAMING ry � � , Number oft S ones. ( 1 TT 1 O CONSTRUCTION FLOOD Fire Sprinklers: N/A CO U , I Y ear Built. N/A ELEVATION CERTIFICATE PRIOR O N U I Occupancy Class. R 3/U CO o N I Bulldln Use.. Residence g - . 12 7 rn m _ N Code Anal si - Y S • • - • Pr Proposed o P o N Existing xistin Residence 50' Aplicable Codes. 2013 C.P.C. 2013 C.M.C. & - J A - O _ N 0 2013 0 3 C.G.C. See Sheet M2.0 >1 - a oa N rn - 2013 C.R.C. See C.S.'and E2.0 . co.� E Q- >, - 0 2013 C.E.C. See Sheet E2.0 N M 60'.Existing X o R1 Construction on TYPe. V_ B W U � O OL _= K Q C777 < ¢ Q Q ¢ D V- fib US G 2-0 ( &-. zAail t- nbS 1 7 r' y S rft 2° bb I2vttc_V1 o'erciAL- 1 Y Approximate) 2,650' Sheet Index: C.S. COVER SHEET A1.0 FLOOR PLAN A!.1 (E) FLOOR PLAN A2.0 ELEVATIONS A3.0 CROSS SECTIONS E1.0 ELECTRICAL PLAN M1.0 MECHANICAL PLAN S1.0 FOUNDATION PLAN S2.0 BRACED -WALL PLAN S3.0 ROOF FRAMING Full• Site Plan Layout Scale: N.T.S. , Qi` W Z I I Job Site Location: ,. W I N - I , oti 1 � ph 0 I s REPLACEMENT X = A O ., W CL FLEI m m U) - • I ' 1 1 1 0 ■ I W r-' Drive We y O 0) - VJ V, , W U PROVIDE "BUILDING UNDER ry � � , I TT 1 O CONSTRUCTION FLOOD ff^^ V! CO U , O ELEVATION CERTIFICATE PRIOR O N U CO o N Full• Site Plan Layout Scale: N.T.S. , Qi` W Z I I Job Site Location: ,. W I N - I , oti 1 � ph 0 I s REPLACEMENT X = A O ., W CL FLEI m m U) - • I ' 1 1 1 0 ■ I O N O Lo t L.L NN O,, ^^ _ L O M t Q� N > Q. O •- a� . N 13V v M'� o (D O 1-00 _(3 Z OO i 0 U Project Information: � Drafting By: JL \ Date: 7/10/17 Job Name: Jones Job #: 1515 Dater 11/13/15 Rev #: 00 Authorization By: Y Signature only by: Jason Liebgott ALL I EAS, ESIGNS AND ANS REPRESENTED BY THIS RAW G ARE THE EXCLUSIVE PROPERTY OF LH DESI S D SHALL NOT BE REPRODUCED WITHOUT PRIO ITTEN PERMISSION. ANY UNAUTHORIZED REUS F THIS DRAWING SHEET OTHER THAN FOR THE P JECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: le. Cover Sheet a U •• H Scale. 1 - 4 - Y o0 mm) below the top of the threshold provided the door does not swing over the landing or floor. SERVICES Where exterior landings or floors serving the required egressdoor are not at grade, they shall be pr with tin access to grade by means of a ramp in accordance with Section 8311.8 or a stairway In accordance with Section R311.7. SQ. FT. FIGURES (N) Living Area 615 q Ft (E) Living Area 1,760 Sq Ft (E) Carport 716 Sq Ft Total Structure 3,091 Sq Ft Drive We y , PROVIDE "BUILDING UNDER • t ' • � '.. � � � , I I CONSTRUCTION FLOOD , . • J. , , ELEVATION CERTIFICATE PRIOR 1 1 $ o N - TO FRAME INSPECTION ' - . 12 7 rn m _ N • • - • Pr Proposed o P Existing xistin Residence 50' - J A - O Finished Construction Flood • N c6 E O ._ X � o . Certifrequired icate rE Elevationq 60'.Existing Car Port , CL Q , E Provide to field inspector actor P nor to , ' _ final building inspection ' • O I Existing � d n A9 9 Buil i •< •. • I • Existin g I I • A g Building i o . . <I �. Existing Ag Building W _ Z. � J L - . V a .• W I co I C N PERMIT Exishn9 -I BUTTE COU TY DEVELOPMENT SERVICES A Buildi 9 9 I REVIEWED C , P LI C DATE BY Sit eL a tP I O N O Lo t L.L NN O,, ^^ _ L O M t Q� N > Q. O •- a� . N 13V v M'� o (D O 1-00 _(3 Z OO i 0 U Project Information: � Drafting By: JL \ Date: 7/10/17 Job Name: Jones Job #: 1515 Dater 11/13/15 Rev #: 00 Authorization By: Y Signature only by: Jason Liebgott ALL I EAS, ESIGNS AND ANS REPRESENTED BY THIS RAW G ARE THE EXCLUSIVE PROPERTY OF LH DESI S D SHALL NOT BE REPRODUCED WITHOUT PRIO ITTEN PERMISSION. ANY UNAUTHORIZED REUS F THIS DRAWING SHEET OTHER THAN FOR THE P JECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: le. Cover Sheet a U •• H Scale. 1 - 4 - Y o0 mm) below the top of the threshold provided the door does not swing over the landing or floor. SERVICES Where exterior landings or floors serving the required egressdoor are not at grade, they shall be pr with tin access to grade by means of a ramp in accordance with Section 8311.8 or a stairway In accordance with Section R311.7. SQ. FT. FIGURES (N) Living Area 615 q Ft (E) Living Area 1,760 Sq Ft (E) Carport 716 Sq Ft Total Structure 3,091 Sq Ft 2013 California Residential Code: Smoke and Monoxide Detection: 8314.1 Smoke detection and notification All smoke alarms shall be listed and labeled in accordance with UL 217 and installed in accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. Systems and components shall be California State Fre Marshal listed and approved in accordance with California Code of Regulations, Title 19, Division 1 for the purpose for which they are.installed. R314.2 Smoke detection systems Household fire alarm systems installed in accordance with NFPA 72 that include smoke alarms, or a combination of smoke detector and audible notification device installed as required by this section for smoke alarms, shall be permitted. The household fire alarm system shall provide the same level of smoke detection and alarm as required by this section for smoke alarms. Where a household fire warning system is installed using a combination of smoke detector and audible notification device(s), it shall become a permanent fixture of the occupancy and owned by the homeowner. The system shall be monitored by an approved supervising station and be maintained in accordance with NFPA 72. EXCEPTION: Where smoke alarms are provided meeting the requirements of Section 8314.4. 8314.4 Power Source Smoke alarms shall recieve their primary power from the building wiring provided that such wiring is served from a commercial source and shall be equipped with a battery backup. Smoke alarms with integralstrobes that are riot equipped with battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Smoke alarms are permitted to be solely battery operated in exsisting buildings where no construction is takinglace. p 2. Smoke alarms are per mitted to be soley battery operated in buildings that are not served from a commercial power source. 3. Smoke alarms are permitted to be solely battery operated in existing areas of buildings undergoing alterations or repairs that do not result in the removal of interior walls or ceiling finishes exposing the structure, unless there is an attic,crawl space or basement available which could provide access for building wiring without the removal of interior finishes. 4, Smoke alarms are permitted to be solely battery operated where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. 5. Smoke alarms are permitted to be solely battery operated when work is limited to the installation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do not result in the removal of interior wall or ceiling finishes exposing the structure. R314.5 Interconnection Where more than one smoke alarm is required to be installed within an individual dwelling or sleeping unit, the smoke alarms shall be interconnected in such a manner that the activation of one alarm will activate all of the alarms in the individual unit. The alarm shall be clearly audible in all bedrooms over background noise levels with all intervening doors dosed. EXCEPTIONS: 1. Interconnection is not required in buildings that are not undergoing alterations, repairs or construction of any kind. 2. Smoke alar'msIn existing areas are not required to be interconnected where alterations or repairs do hot result in the removal of interior wall or ceiling finishes exposing the structure, unless there is an attic, crawl space or basement available which could provide access for interconnection without the removal of interior finishes. 3. Smoke alarms are not required to be interconnected where repairs or alterations are limited to the exterior surfaces of dwellings,such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. 4. Smoke alarms are not required to be interconnected when work is limited to the installation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do not result in the^removal of interior wall or ceiling finishes exposing the structure. 8315.1 Carbon monoxide alarms in new construction For new construction, an approved carbon monoxide alarm shall be installed in dwelling units and in sleepi ng units within which fuel -burning appliances are installed and in dwelling units that have attached garages. Carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions: 8315.1.1 Carbon monoxide detections,stems Carbon monoxide detection systems that include carbon monoxide detectors and audible notification appliances installed and maintained in accordance with this section for carbon monoxide alarms and NFPA 720 shall be permitted. The carbon monoxide detectors shall be listed as complying with UL 2075. R315.1.2 Power supply Carbon monoxide alarms shall receive their primary power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: - 1. Where there is no commercial power supply, the carbon monoxide alarm may be solely battery' operated. 2. Other power sources recognized for use by NFPA 720. 8315.2 Carbon monoxide alarms in will ng dwelling units and sleeping units An approved carbon monoxide alarm shall be installed in existing dwellings having a fossil fuel -burning heater or appliance, fireplace or an attached garage. Carbon monoxide alarms shall be listed as complying with UL 2034 and be installed and maintained in accordance with NFPA 720 and the manufacturer's instructions. R315.2.4 Power supply Carbon monoxide alarms shall receive their rima ry power from the building wiring where such wiring is served from a commercial source and shall be equipped with a battery backup. Alarm wiring shall be directly connected to the permanent building wiring without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. In existing dwelling units where there is no commercial power supply, the carbon monoxide alarm may be solely battery operated. - 2. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations do not result in the removal of wall and ceiling finishes. 3. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of a porch or deck. 4. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up when work is limited to the installation, alter ationor repair of plumbing or mechanical systems or the installation, alteration or repair of electrical systems, which do not result in the removal of interior wall or ceiling finishes exposing the structure. 5. Other nnwer sources reconni7ed for use by NFPA 720. Exterior in'sh Per Plan Flashing and counterflashing Tyvek or 26 ga. min. to be used buldIng wherever the roof meets paper a vertical wall, including chimneywall and plaster. - Roofing Material Per Plan. Vertical wall or Chimney wall Roof Sheathing CONSTRUCTION SCHEDULE KEY: DESCRIPTION: O ATTICACCESS 22"x30" w/ ELECTRICAL SWITCH AND LIGHT. C NOTE: NO MECHANICAL EQUIPMENT IN THE ATTICAREA. W 8307.2 Bathroom Spacing 2OBathtub and shower floors and walls above bathtubs with installed shower heads and in ''^^ v! the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces W^, W shall extend to the height of no less than 6 feet (1829 mm) above the floor. 14 Or - Demand Water Heater wall mounted. (See T-24 reportfor more info.) 3OProvide Screened vents top and Bottom for combustable air in door or cabnet. W 701.2.1 Standard Method. The minimum required volume shall be fifty (50) S cubic feet per 1,000 Btu/hour. Per. CMC. 4 O -------------- ----------------=--------------- Sill Note: All exterior sills plates will be sealed to meet energy efficiency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. 1. Each bathroom in the addition is required to have an exhaust fan ducted to the outside with a minimum ventilation rate of 50 cfm. Roof Framing The ducting for the exhaust fan shall be sized according to ASHRAE Standard 62.2 Table 7.1 Member 2. Humidity controls shall be capable of adjustment between a relative humidity range of < 50 percent to a maximum of 80 percent. A humidity control may utilize manual or automatic means of adjustment. A1.0 Roof to Vert. Wall Flashing Detail s g eta ( 1 ) Scale: N.T.S. Existing Proposed Add On 9 Structure 23' 3'-6" 10" X-8" 4,-6" 10'-6„ L_ 126 �4 0- .�=f C A i W W 18'-3" cq �p io M i Sliding Temp. Sliding O ii F ii �. 1 I 11 ro 61 1 I r V, 'j � N) o OiJ V/ CAsi� o ° Bed room 4 N Master GFi o, 1 5`�n1 S orz.Bathroom co 4 v' F cc C E d N ® -----' N Bath- _ cc 1 l at 0o ' m 2 a X11 V C E ® oo t-� V � room 1 ® Kitchen 1 to C F kh J I O SD NOTE: • � _ _ o I NOMINAL r w STAIRWAYS WITH 4 OR I Q J N °? OFAMETER 1-1l2" N <° MORE RISERS SHALL ' CM " LA N t0 O HAVE A HANDRAIL ON ONE NV 1 ire D sD r-----� MAX ., n " O SIDE 34 7O 38 ABOVE 2 6 2 " SD TREAD NOSING. Z-8 1 1 E Hall I r 0 1 � �� I , ir SECT 1 s-8 CIRCULAR HANDRAILS 1 O 1 _ M SHALL HAVE AN OUT A1.0 N Master �------� II 5 4 3 1 _ I DIAMETER OF 1.25"-1.50". Bedroom 0 f rl ro " A MIN. CLEARANCE OF 1.5 . 7 C! MIN HEAD CLEARANCE 4 By Pass , N ; SHALL BE MAINTAINED F FROM THE WALL OR - ; I OTHER SURFACE. o N G , HANDRAILS SHALL BE N -/ WOOD FLOOR. 2x4 SILL NAIL w/ RETURNED TERMINATE !N " N Walk In 1 16d 6 U.C. INTO 2x BLOCKING NEWEL POSTS, OR I OR FLOOR JOIST BELOW / z ; B SAFETY TERMINALS_ Closet I CONCRETE FLOOR_ 2x4 P.T. SILL a68 BOLT col TlTEN t tD50500H 16 " d @ F F O.C. INTO SLAB , � I I- E Mud II I. II . Room II i 2x STOLID BLOCKING OR CONCRETE SLAB WP GFI i Q C Stair FramingDetailM(2)Scale:N.T.S.Sca e N c41 Q i b 00 See Cover Sheet FOR CBC 2013 Stair Notes and other requirements. T:I 6 ;D;D 1 ---- N Ridge � A Vent A1.0 I Pre Engineered , New New4x8 Floor & Electrical Layout Plan _, 1 2x4 Wall -� Y ,. Scale 1/4" - -0 • _ Master Master E I I I I New 4x8 SQNOTE: I I Beam . FT. FIGURES - . .na Insullation -Bedroom Bedroom I I I (N)Living Area 615 q Ft 1. See Mechanical nd Plumbing Note this sheat for more information and requirements. Per T-24 Per Pan (N) Hall (E) Living Area 1,760 Sq F 2. Tamper -Resistant repticals to be 125 -volt, single phase, 15 and 20 -amp recepb•cals • I (E) Carport 716 Sq Ft installed in addition or any replacement outlets. 3. FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDERA SEPARATE PERMIT I 091 S Total Structure 3 q Ft (BY OTHERS). " I E Hall °p O WALL FRAMING I CIDss Secti on (1) Scale: 1/4" .._ 1 ,0 ,. {r r r 1 r Key: Descnip tion: 2x4 Wall 1'V r •, „ .Floor Joist, I ; Ent ryPatio Notes: s. 2X4 NaI _ PERMIT #Flood Vent Per'PI n I 8311.3 Floors and landingsat exterior doors. There shall be a landing Per Plan . ' . • • ' . , y,,ng or floor on each BUTTE COUNTY DEVELOPMENT E • ' • , , '. side of each exterior door. The width of each landing shall not be less than the door served: SERVICES ' 'Cawl • caWl :' + Eve landing shall have a minimum dimension of 36 inches 914 mm m Stem Wall �� Every g ( ) REVIEWED F ' S ace ace1. Per Plan P Access �, .. R311.3.1 Floor elevations at the required egress doors. Landings or floors at the required "" g" Hole t P IA ' egress door shall not be more than 11/2 inches 38 mm lower than the to of the threshold. ( ) p D Al E BY ' • ' , Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Footing A1.0 Existing Per Plan Footing . Client Address: Trusses N co 0 > C TT VJ W C Lo E - ''^^ v! , W^, W U 14 9' t^^n,, _ p W M U S ._ (=) � M Job Site Location: C) C0 CC) (N) AttIC Ridge Board . ' g Exsting C) C) LO I O N (i vii > 0 t r Per Plan 2x Rafters M o CM�SO/, O W , 00 Q V� U Project Information: DraftingB y JL Solid Insullation Job Name: Jones Job #: 1515 Date: 11/13/15 A1.0 ON Rev #: 00 Authorization By: Signature only by: a ALL I EAS D IGNS AND ANS REPRESENTED BY THIS RAWIN ARE THE EXCLUSIVE PROPERTY OF LH C Blocking Per T-24 Sheet Title: Floor r Plan ,y a� I (N) p r ` + Attic E Attic O Ill ELEVATION _ ., � 128.841 Inches See Flood Cert J : Insullation (By Others) F7 F7 Pe r T-24 ■ New New4x8 Floor & Electrical Layout Plan _, 1 2x4 Wall -� Y ,. Scale 1/4" - -0 • _ Master Master E I I I I New 4x8 SQNOTE: I I Beam . FT. FIGURES - . .na Insullation -Bedroom Bedroom I I I (N)Living Area 615 q Ft 1. See Mechanical nd Plumbing Note this sheat for more information and requirements. Per T-24 Per Pan (N) Hall (E) Living Area 1,760 Sq F 2. Tamper -Resistant repticals to be 125 -volt, single phase, 15 and 20 -amp recepb•cals • I (E) Carport 716 Sq Ft installed in addition or any replacement outlets. 3. FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDERA SEPARATE PERMIT I 091 S Total Structure 3 q Ft (BY OTHERS). " I E Hall °p O WALL FRAMING I CIDss Secti on (1) Scale: 1/4" .._ 1 ,0 ,. {r r r 1 r Key: Descnip tion: 2x4 Wall 1'V r •, „ .Floor Joist, I ; Ent ryPatio Notes: s. 2X4 NaI _ PERMIT #Flood Vent Per'PI n I 8311.3 Floors and landingsat exterior doors. There shall be a landing Per Plan . ' . • • ' . , y,,ng or floor on each BUTTE COUNTY DEVELOPMENT E • ' • , , '. side of each exterior door. The width of each landing shall not be less than the door served: SERVICES ' 'Cawl • caWl :' + Eve landing shall have a minimum dimension of 36 inches 914 mm m Stem Wall �� Every g ( ) REVIEWED F ' S ace ace1. Per Plan P Access �, .. R311.3.1 Floor elevations at the required egress doors. Landings or floors at the required "" g" Hole t P IA ' egress door shall not be more than 11/2 inches 38 mm lower than the to of the threshold. ( ) p D Al E BY ' • ' , Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. Footing A1.0 Existing Per Plan Footing . Client Address: N N co 0 > C TT VJ W C Lo rn O (3) ''^^ v! W^, W U L.L t^^n,, _ p W M U O ._ (=) � M Job Site Location: C) C0 CC) �/ N 6 C) C) LO I O N (i vii > 0 t 0C U M o CM�SO/, W Z 00 Q V� U Project Information: DraftingB y JL ©Dater 7/10/17. Job Name: Jones Job #: 1515 Date: 11/13/15 Rev #: 00 Authorization By: Signature only by: Jason Liebgott ALL I EAS D IGNS AND ANS REPRESENTED BY THIS RAWIN ARE THE EXCLUSIVE PROPERTY OF LH DESIG S AN SHALL NOT BE REPRODUCED WITHOUT PRIG WRI EN PERMISSION. ANY UNAUTHORIZED REUS THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Floor Layout J Plan It SQ. FT. FIGURES (E) Living Area 1,760 Sq Ft (E) Carport 716 Sq Ft Total Structure 2,476 Sq Ft WALL FRAMING Key: Description: _-_ _ (E)2x4 Demo ® (E) 2x4 Wall Client Address: (Dj M U Q � N C L .0� Q NMC: .0 C:N � M U Job Site Location: CD (0 6 f C) � L0 N > Q O � V � V O o C0 0 00 U Z Q U Project Information: Drafting By: JL Date: 7/10/17 Job Name: Jones Job #: 1515 Date: 11/13/15 Rev #: 00 Authorization By: Signature only by Jason Liebgott AL IDEAS, D SIGNS AI' PLANS RE7FLH BY THIS DRAWI ARE THE EXCLUSIVE DESI NS A SHALL NOT BE REPROOUT PRI R W ITTEN PERMISSION. ANY ED REU F THIS DRAWING SHEET OOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Existing Floor Plan I SUB FLOOR VENTING REQUIREMENTS FLOOR AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED Addition 615' / 150 = 4.1' / .7 - 5.86' Sub Floor Area Area Number of Area Vent Type ' Width Height SQ Inches SQ Feet Vents of Venting Provided Floor Venting- 14 x 6 - 72 7 144 = .65 x 10 = 6.50' Flood Vent Notes. MIN. 9 required 86' Total area of Air Ventin re E q 5 1. A minimum net area of flood vent openings shall be one square Inch q per square foot of W underfloor area. a) Vent. E O 2. Free Area Flood Relie in � " ` ( fl single 200 sq. In. (0.129 s . m. forwent sae of 16'x8 . CA 2 q ) C _ tT J 777 O.clge Venting g 5 O 12 2 Ridge Ridge - - - - - - - -----------=-tL 9 Hght. Venting ------------------------ 4 - - - - - -n_ 8'-0"Wall Hght. Ea O ve Venting MIN ELEVATION ' -. - - .• . - - -, •. • •, • 128.84 inches See Flood Cert B r Others r- -- --- -Addition -- ---' - ----' ---= -=-- ., .- - - - - r - -� - - - , - -'Elgar-V�c1t- - - - -•--° �rS .. .. - - - •• - , . Floor Line y 12 . M -------------------------------------------------- ------------------------- Floor Line Flood Vent 2 Flood Vent t A 1 . _ 3 ExistingExisting ° Residence Residence PROPOSED ADDITION 3 • 5 r. ■ O Ridge Venting Front Elevation Plan- n ., : ,• „ Scale 1/4 = 1 -0 12-2 Ridge Hght. 4 8'-0 Wall Hight I>Eave Venting Eng , 3'- 2 1/2" Addition Floor Vent --------'------------------'------- •-------=- oor ine •-------•----'-'--------:_'-=---=---------- , C"--------------------------- ----------------------- 77— --'— ---- -----r------.-----.. - - :.. - . 0'-U' E Floor Line ------------------------------ 0'-0" Floor Line Flood Vent 2 Flood Venttl= 3 PROPOSED Existing• • Existing ADDITION Residence Car Port ELEVATION SCHEDULE KEY: DESCRIPTION: R703.6.2 Plaster ■ ■ s ' . • ' ; ' ■ O Plastering with portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete, pressure -preservative treated wood and decay- 1459 E. Lassen Ave. 140 Chico, CA 95973 resistant wood as specified in Section R317.1 or gypsum backing. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need be only two coats, provided the total thickness is asset forth in Table 8702.1(1). On wood -frame construction with and on rade Floor slab r tem exterior l aster shall be applied to cover, but not extend blow lath, paper and screed. The proportion of aggregate to cementitious materials shall be as set forth in Table R702.1(3). 8905.2.5 Fasteners ste Fa Hers for shingles asphalt p ng shall be galvanized steel, stainless steel, aluminum, or copper roofing nails, minimum 12 gage [0.105 inch (3mm)] shank with a minimum of 3/8 -inch -diameter (10 mm) head, ASTM F 1667, of a length to penetrate through the r0o f ng materials s and minimum of 3/4 -inch (19 mm) into the roof sheathing. a hmg. Where the roof sheathing is less then 3/4 -inch (19 mm) thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. R703.6.2.1 Weep Screeds A minimum 0.011 -inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion - resistant weep screed or plastic weep screed, with a minimum vertical attachment O flange of 31/2 inches (89 mm shall beprovided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. The weep screed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shall cover and terminate on the attachement flange of the weep screed. OR401.3 Drainage. 3 Surface drainage shall be diverted to a storm sewer corrveyance or other approved point of collection that does not create a hazard. Lots shall be graded to drainsurface water away from foundation walls. The grade shall fall a minimum of 6 inches (152 mm) within the first 10 feet (3048 mm) R905.10.4 4 Attchem n et O R905.2 Asphalt shingles. The installation of asphalt shingles shall comply with the provisions of this section. 8905.2.1 Sheathing requirements. Asphalt shingles shall be fastene d to solidly sheathed decks R905.2.2 Slope. Asphalt shingles shall be used only on roof slopes of two units vertical in 12 units horizontal to (2:12) or greater. For roof slopes from two units vertical in 12 units r' ho ¢oiltal2:12 ( ) up to four units vertical in 12 units horizontal (4:12), double underla menta lication is required in accordance with Secti n Y PP q o 8905.2.7. R905.2.4.1 Wind resistance of asphalt shingles. Asphalt shingles shall p ng a be tested in accordance with ASTM D 7158. Asphalt shingles shall meet the ph 9 classification requirements equ mems of Table 8905.2.4.1(1) for the appropriate maximum basic wind speed. Asphalt shingle packaging shall bear a label to indicate compliance with ASTM D 7158 and the required classification in Table R905.2.4.1(1). Exception: Asphalt shingles not included in the scope of ASTM D 7158 shall be tested and labeled to indicate compliance with ASTM D 3161 and the required classification in Table R905.2.4.1(2). 5 Attic c vent opening, with 1/4" min: screen mesh covering, equal to not less I than 1/300 of area vented t .for al O I vents. Yp OmmNew and existing buildings shall be provided with approved address numbers or letters. 6 Each character shall be a minimum 4 inches (102 mm) high and a minimum of 0.5 inch 12.7 h ( ) wide. They shall be installed on a contrasting background and be plainly visible from the street or road fronting the property. Where access is by means of a private road and the building address cannot be viewed from the public way, a monumentole or p other approved sign or means shall be used to identify the structure. SEE SITE PLAN ( FOR SECOND LOCATION AT GATE ENTRANCE.) ATTIC VENTING REQUIREMENTS ATTICAREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED 615 / 300 = 2.06 / .7 NFVAArea Area Numberof Area Vent Type Width Height SQ Inches SQ Feet Vents of Venting Count. Ridge Vent- 4,. x g_0�" 3B / —4_�� 144 - - x _ 1 2.67' Eave Vent I. x 22-L 39" / 144 = .2l x .4 _ Total area of venting provided GROSS SQ. FT: OF ' 4.82' ' Total area of ventingrequired eq VENT. REQUIRED .93' Attic Venting Notes 1 The totale n t free ventilatingarea shall not be less than 11150 of the area of the space ' ventilated except that reduction of the total area to 1!300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. 2 Enclosed attics and enclosed rafter aces formed where ceilings area lied P g pp directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a dimension larger than 114 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. O Right t EPlan , 5 c _ .Sale 1/4,, 1-0 „ Ridge Venting 12'-2" Ridge Hght. ------ Venting --- dg4------------------------------ Ventie nOgFL5 - E ai E 8'-0" Wall H ht. O----------- co OEave P Venting J MAIN. ELEVATION 128.84 inches See Flood Cert ; Others) Addition Line .-• _ . ., . - ' Floor ------ --- _, ---------- -------------------------- -------------------------------- N E Floor Line 0 0 o L PERMIT# 2 Flood Vent SERVICES BUTTE COUNTY DEVELOPMENT r P. _,., ICES E�'I E Client Address: W ■ _0 M U \\ C 0 LO .� V! ^^ V''! ry U i 0 N M C: 0 .0 O .� N U M Job Site Location: O■ O O N 1 TT ry M CD O L0 O N n� W Q O 1 •- v M O Co 0 qt M U W Z MM W Q ; TT 00 U - Project Information: Drafting By: JL Date: 7/10/17 ` Job Name: Jones Job #: 1515 Date: 11/13/15 Rev #: 00 Authorization By: Signature only by: Jason Liebgott - rz-L_ ALL I EAS, ESIGNSAN PLANS REPRESENTED BY THIS W}} G ARE THE EXCLUSIVE PROPERTY OF LH DESIG 5, D SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Elevations atlons COD •ee O L , Sheet Number. 3 Access DATE Hole r a BY Re Elevation Plan „_, , t� Scale 1/4 - 1 -0 9 A200 - - www.LHdesionsHomPs-cram , or less, of light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not 1c 1 PER BRACE WALL FOUNDATION VENT LOCA be required. 2. Protection of freestanding accessory structures with an area of 400 square feet (37 m2) or less,of other than light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not be required. 3. Decks not supported by a dwelling need not be provided with footings that extend below the frost line. Footings shall not bear on frozen soil unless the frozen condition is permanent. R403.1.4.2 Seismic conditions. In Seismic Design Categories D0, D1and D2, interior footings supporting bearing or bracing walls and cast monolithically with a slab on rad shall e s a I extend to a depth of not less than g p n 12 inches (305 mm) below the top of the slab. R403.1.5 Slope. The top surface of footi ngs shall'be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage. Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exterior walls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill )ales P g II p shall be anchored to the foundation with h anchor bolts spaced amaximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2inch 12.7 mm in diameter and shall extend a minimum of 7 inches 178 mm into con ( ) ( ) n Crete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchorbolt. There shall be a minimum of two bolts per late section with on p p e bolt located not more than 12 inches 305 mm or less than seven bolt diameters from each end of the late section. p n Interior bearing wall sole plates onmonolithic slab foundation that are not part of a braced wall panel shall be positively anchored with BRACED -WALL SCHEDULE 2013 California Residential Code: DESCRIPTION FOUNDATIONS 8 Al 0 -mil polyethylene vapor retarder with joints lapped not less than 6 Inches between the base course or sub R403.1.1 Minimum size. PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR Al Minimum sizes for concrete and masonry footings shall be as set forth in Table R403.1 and rade and the concrete g floor slab per 2013 CRC Section R506.2:3 Figure R403.1(1). The footing width, W, shall be based on the load-bearing value of the soil V2" A.B. AT 72" O. C. in accordance with Table R401.4.1. Spread footings shall be at least 6 inches (152mm) in thickness, LOAD SAND BRACED -WALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELDAND EDGES. ALL HORIZONTAL T. Footing projections, P, shall be at least 2 inches (51 mm) and shall not exceed the thickness of EDGES TO BE BLOCKED WITH BLOCKING THE S IZE OF THE STUDS. CONCRETE the footing. The size of footings supporting piers and columns shall be based on the tributary load BELOW O BASE FLOOD and allowable soil pressure in accordance with Table R401.4.1. Footings for wood foundations shall THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONGAXIS HOLDDOWNS ABOVE w be in accordance with the details set forth in Section R403.2, and Figures R403.1(2) and R403.1(3). AB Ewalls R403.1.2 Continuous footing in Seismic Design Catego-ries DQ D1and D2. The braced wall panels at exterior PLATE WASHER S ER 3" x 3" x .229"TYP 8 of buildings located in Seismic Design Categories D0, D1 and D2. shall be supported by continuous INSTALL 1/2' A.B. AT OUTSIDE QUARTER POINTS OF BRACE WALL footings. All required interior braced wall panelsin buildings with plan dimensions greater than 50 feet FLOOD RESISTANT F (15 240 mm) shall also be supported by continuous footings. FNDN PLAN EO R403.1.3 Seismic reinforcing.Concrete footings located in Seismic Design Categories D0, D1 and D2., as I• = established in Table R301.2(1), shall have minimum reinforcement. Bottom reinforcement shall be located a NAT GRADE© U) minimum of 3 inches (76 mm) clearfrom the bottom of the footing. In Seismic Design Categories D0, D1and 112".VX 12" D2 where a construction joint is created between a concrete footing and a stem wall, a minimum of one No. 4 y bar shall be installed at not more than 4 feet (1219 mm) on center. The vertical bar shall extend to 3 inches (76 0) mm) clearof the bottom of the footing, have a standard hook andextend a minimum of 14 inches (357 mm) J -BOLT _ into the stem wall In Seismic Design Categories D0, D1 and D2 where a grouted masonry stem well is J supported ppo on a concrete footing and stem wall, a minimum of one No. 4 bar shall be installed at not more than SUBFLOOR_ PER PLAN 4 feet (1219 mm) on center. • MiN 403.1.3.1 Foundationswi' th stemwalls. Foundations with stem walls shall have installed a minimum of one No. 4 bar within 12 inches (305 mm) of the top of the wall and one No. 4 bar located 3 inches (76 mm) to 4 inches (102 mm) from the bottom of the i footing. 9 TYPICAL CAL A NCHOR BOLT (1) R403.1.3.2 Slabs -on- - ground with turned down footings: . , Slabs on grourid,with turned down footings shall have a minimum of one No. 4 bar at the top and the bottom t r FLOOD O AND FOUNDATION of the footing. Exception: For slabs -on -ground ound cast monolithically with the footing, locating one No. 5 bar or two No. 4 bars in the middle third of the footing depth shall be permitted as an alternative to placement NO SCALE NOTES. at the footing top and bottom. Where the slab is not cast monolithically with the footing, No. 3 or ::.�l 3 dLR. .� . .. • larger vertical dowels with standard hooks on each end shall be provided in accordance with Figure R403.1 g .3.2. Standard hooks shall comply with 2 X6 BOTTOM------------ PROVIDE CONTINUOUS Section R611.5.4.5. . R403.1.4 Minimum depth. -- __-- All exterior footings shall be placed at least 12 inches (305 mm) below the undisturbed ground surface. Where applicable, the depth of footings shall also conform to Sections R403.1.4.1 through R403.1.4.1 Frost protection. ____ 2) USE SAME METHOD FOR INTERIOR LOCATIONS WHEREA.B. ARE REQUIRED Except where otherwise protected from frost, foundation walls, Piers and other permanent supports of 2 #4 CONT. BOTTOM buildingsand structures shall berotected from frost b one or more of the followin P Y 9 Lev. �C1-', TYPICAL STEM WALLDETAIL methods 2X PT SILL PLATE PLATE AND FLOOR 1. Extended below the frost line specified in Table R301.2.(1); NO SCALE 2. Constructing In accordance with Section R403.3; ,o . 3. Constructing in accordance with ASCE 32; or SHT'G 4. Erected on solid rock. A• Exceptions: 1. Protection of freestanding accessory structureswith an area of m2 56 600square feet q ( ) , or less, of light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not 1c 1 PER BRACE WALL FOUNDATION VENT LOCA be required. 2. Protection of freestanding accessory structures with an area of 400 square feet (37 m2) or less,of other than light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not be required. 3. Decks not supported by a dwelling need not be provided with footings that extend below the frost line. Footings shall not bear on frozen soil unless the frozen condition is permanent. R403.1.4.2 Seismic conditions. In Seismic Design Categories D0, D1and D2, interior footings supporting bearing or bracing walls and cast monolithically with a slab on rad shall e s a I extend to a depth of not less than g p n 12 inches (305 mm) below the top of the slab. R403.1.5 Slope. The top surface of footi ngs shall'be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage. Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exterior walls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill )ales P g II p shall be anchored to the foundation with h anchor bolts spaced amaximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2inch 12.7 mm in diameter and shall extend a minimum of 7 inches 178 mm into con ( ) ( ) n Crete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchorbolt. There shall be a minimum of two bolts per late section with on p p e bolt located not more than 12 inches 305 mm or less than seven bolt diameters from each end of the late section. p n Interior bearing wall sole plates onmonolithic slab foundation that are not part of a braced wall panel shall be positively anchored with BRACED -WALL SCHEDULE MARK DESCRIPTION 8 Al 0 -mil polyethylene vapor retarder with joints lapped not less than 6 Inches between the base course or sub TE VENTS AWAY FROM OM POINT PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR Al DEFORMED SHANK (2" X 0.113") AT 6" O.C. EDGES AND 12" O.C. FIELD. ALL HORIZONTAL rade and the concrete g floor slab per 2013 CRC Section R506.2:3 V2" A.B. AT 72" O. C. i ALL MATERIALS AT OR LOAD SAND BRACED -WALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELDAND EDGES. ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING THE S IZE OF THE STUDS. CONCRETE 1/2" ANCHOR BOLTS 72" O.C. @ SLAB OR BELOW O BASE FLOOD THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONGAXIS HOLDDOWNS ABOVE w PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE Sd COMMON OR AB ELEVATION SHALL BE SLAB PER. PLATE WASHER S ER 3" x 3" x .229"TYP SIZE OF THE STUDS. INSTALL HDU2-SDS2.5 ON DOUBLE STUDS OVER SST620" INSTALL 1/2' A.B. AT OUTSIDE QUARTER POINTS OF BRACE WALL � FLOOD RESISTANT F AT GARAGE G DOOR PORTAL RE QUIREMETNS FNDN PLAN NAT: GRADE I• ALTERNATE HOOK NAT GRADE© _ 1 •a 112".VX 12" . - 1 -lull =flFE-IFEff _ 1. J -BOLT SUBFLOOR_ PER PLAN • MiN EDGE NAIL i SHEATHING TYPICAL CAL A NCHOR BOLT (1) . , t r FLOOD O AND FOUNDATION TO SILL PLATE NO SCALE NOTES. ::.�l 3 dLR. .� . .. • 2 X6 BOTTOM------------ PROVIDE CONTINUOUS •. . 2X6PT SILL PLATE r/ � � � -- __-- 1) PROVIDE (2) BOLTS MIN, PER PIECE OF SILL PLATE. ____ 2) USE SAME METHOD FOR INTERIOR LOCATIONS WHEREA.B. ARE REQUIRED CAULK BEAD BETWEEN BOTTOM 2 #4 CONT. BOTTOM Lev. �C1-', TYPICAL STEM WALLDETAIL S� -- t�_> t M7iY I 2X PT SILL PLATE PLATE AND FLOOR NO SCALE . ,o . SHT'G A• Z Y+- s i FLOOR JOISTS P PER PLAN �I -:: ----- - --,------- r1. © 112 DIA. X 10 A. B. i - '• tr, .t w/PL ATE WASHER II a 3" X X x .2297YIP Smart Vent Or Equivalent" #t4 T&B ` ` } -_� 72 O.C. (7" MIN.VENT 2" CLR. ...., EMBEDMENT) OR FLOOD AND . _ . - , or less, of light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not 1c 1 PER BRACE WALL FOUNDATION VENT LOCA be required. 2. Protection of freestanding accessory structures with an area of 400 square feet (37 m2) or less,of other than light -frame construction, with an eave height of 10 feet (3048 mm) or less shall not be required. 3. Decks not supported by a dwelling need not be provided with footings that extend below the frost line. Footings shall not bear on frozen soil unless the frozen condition is permanent. R403.1.4.2 Seismic conditions. In Seismic Design Categories D0, D1and D2, interior footings supporting bearing or bracing walls and cast monolithically with a slab on rad shall e s a I extend to a depth of not less than g p n 12 inches (305 mm) below the top of the slab. R403.1.5 Slope. The top surface of footi ngs shall'be level. The bottom surface of footings shall not have a slope exceeding one unit vertical in 10 units horizontal (10 -percent slope). Footings shall be stepped where it is necessary to change the elevation of the top surface of the footings or where the slope of the bottom surface of the footings will exceed one unit vertical in ten units horizontal (10 -percent slope). R403.1.6 Foundation anchorage. Sill plates and walls supported directly on continuous foundations shall be anchored to the foundation in accordance with this section. Wood sole plates at all exterior walls on monolithic slabs, wood sole plates of braced wall panels at building interiors on monolithic slabs and all wood sill )ales P g II p shall be anchored to the foundation with h anchor bolts spaced amaximum of 6 feet (1829 mm) on center. Bolts shall be at least 1/2inch 12.7 mm in diameter and shall extend a minimum of 7 inches 178 mm into con ( ) ( ) n Crete or grouted cells of concrete masonry units. A nut and washer shall be tightened on each anchorbolt. There shall be a minimum of two bolts per late section with on p p e bolt located not more than 12 inches 305 mm or less than seven bolt diameters from each end of the late section. p n Interior bearing wall sole plates onmonolithic slab foundation that are not part of a braced wall panel shall be positively anchored with BRACED -WALL SCHEDULE MARK DESCRIPTION THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELSAPPLIED WITH LONG AXIS TE VENTS AWAY FROM OM POINT PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE 6d COMMON OR Al DEFORMED SHANK (2" X 0.113") AT 6" O.C. EDGES AND 12" O.C. FIELD. ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING HE T SIZE OF THE STUDS. V2" A.B. AT 72" O. C. 1/2" GYPSUM BOARD APPLIED OVER STUDS 16" O.C. AMX NAILING 1-5/8" DRYWALL LOAD SAND BRACED -WALL SCREWS OR EQUIVALENT PER C.B.C. AT 7" O.C. FIELDAND EDGES. ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING THE S IZE OF THE STUDS. CONCRETE 1/2" ANCHOR BOLTS 72" O.C. @ SLAB OR SILL NAILING W/ 16 d @ 6" O.C. @ RAISED FLOOR INT. & EXT. WALLS). THREE PLY MINIMUM 3/8" THICK WOOD STRUCTURAL PANELS APPLIED WITH LONGAXIS HOLDDOWNS ABOVE w PERPENDICULAR TO STUDS SPACED 16" OC MAX. NAILING TO BE Sd COMMON OR AB DEFORMED SHANK (2.5" 5 X 0.131" OR GALVANIZED BOX 2.5' X 0.113') AT 6" O.C. EDGES SLAB PER. AND 12" O.C. FIELD. ALL HORIZONTAL EDGES TO BE BLOCKED WITH BLOCKING THE SIZE OF THE STUDS. INSTALL HDU2-SDS2.5 ON DOUBLE STUDS OVER SST620" INSTALL 1/2' A.B. AT OUTSIDE QUARTER POINTS OF BRACE WALL � (SEE DETAIL (1) THIS SHEET FOR MORE INFORMATION F AT GARAGE G DOOR PORTAL RE QUIREMETNS o -' : r . ' : _.,1 �•. SCHEDULE ULE DAP TE VENTS AWAY FROM OM POINT ... ,1 _.- " 6 CONCRETE STEM -� - - . .a . , ` ti CONCRETE STEM LOAD SAND BRACED -WALL .. �_ . 1 CONCRETE c _ WALL W! 2 #4 HORIZ & c) HOLDDOWNS ABOVE w ... _ .F #4 VERT. 4'-0" O.C. @ SLAB PER. - � -,1.- , #4 4 @ O.C. VERT. � a 1- „ IN WALL & 2 CLR. EACH SIDE OF VENT FNDN PLAN NAT: GRADE I• ALTERNATE HOOK NAT GRADE© _ 1 •a . - 1 -lull =flFE-IFEff _ 1. z - TYPICAL CAL A NCHOR BOLT (1) . , FLOOD O AND FOUNDATION VENTING 2 NO SCALE NOTES. ::.�l 3 dLR. .� . .. • •. . NO SCALE 1) PROVIDE (2) BOLTS MIN, PER PIECE OF SILL PLATE. 2) USE SAME METHOD FOR INTERIOR LOCATIONS WHEREA.B. ARE REQUIRED 12" 2 #4 CONT. BOTTOM TYPICAL STEM WALLDETAIL (3)_ NO SCALE a approved fasteners. Sill plates and sole plates shall be protected against decay and termites where ! USE 2X12 DF#2 RIJf!1NERS EXIStIng required b Sections - -- n R317 and R318. Cold formed steel framing �• ••=- • min systems shall be fastened to wood .: � Or q Y sill 10 9 .. F v alsed tin R Is Ex g This only applies to fasteners used for fastening pressure treated framing . , FOR STEPS. '� �' ( Y PP 9 P 9 members.) ; , -• _,. plates or anchored directly to the foundation as required in Section R505.3.1 or R603.3.1 _ • • - Floor ! Raised F ,•_• •:: , All fasteners shall be of hot dipped zinc -coated galvanized steel, stainless steel, silicon bronze, .- •- . ". r „ Install the dowel or co Existing 1 14 copper and the foundation bolts to be mechanical) deposited a osited zinc coated. _�. • 3.1.6.1 Foundation anchorage i Seismic PP g .... ..._ g n mic Design Categories C, DQ D1 and D2. Y P i 4x4 DF#1 I , ,4x4 DF#4 ...................t , 1 Existing Into E Footing and g In addition to the requirements of Sectio .. I O 9 q n R403.1.6, the following requirements shall apply to Structure , , _ P.T. Post PP Y i L_J I st „ 1 Extend 12 Into N wood light -frame structure stn Seismic Design Categories DO D .t ,,,� -- O Structure 9 9 n r;J �. .. ---- ----... .__....... _............. -=- :: i ! Footing. Spacing 1 and D2 and wood light -frame townhouses In Seismic Design Category C. •••_:: # a.. � ! 24 O.C. "! w w 1. Plate washers conforming to Section R602.11.1 shall be provided for all anchor bolts over the full ................. , length of required braced wall lines except where approved anchor straps are used. Properlysized 71 Pp P cut washers shall be permitted for ------= P ed anchor bolts in wall lines not containing braced wall panels. 1 2. Interior braced wall plates shall have anchor bolts spaced at not more than 6 feet (1829 mm) on cer} I ! --� 1 ! - 1 1 1 1 1. ........ ....-.. i 1 1 1 _ 1 1 1 ter and located within 12 inches (305 mm) of the ends of each plate section when supported on a , I ------------------------------- ! I ••••------ 1 Install the dowel 4 ........_ ...:........... , - - ! „ 1 : ! t 1 continuous foundation. , Install the dowel 4 Top & Bottom Top & Bottom i 1 3. Interior bearing wall sole )ales shall have anchor bolts spaced at t I no more than 6 feet 1829 mm 9 Into E Foo P P :, tin and I ( ) I t Pro O g • osed P I Into E Footing and on center and located within 12 inches (305 mm) � o .. I '-. 1 Extend 12" into (N) - - I t _ 1 1 � t , ! I ( ) „. g Proposed Addition I :. - - I Extend 12 Into N !. 1 Footing. I : !I O of the ends of each plate section when supported on a continuous foundation, , g I , I I Addition DBL JOIST ! I ! Footing. I 1 : 4. The maximum anchor bolts acro shall be 4 feet 1219 mm for buildings over two stories in 1 , - - - : - L. • : 1 spacing ( ) 9 height, A 9 - 1 1 N , 1 „ " . - - - - - 4x8 DF#1 Beam - _ _ 1 1 � I ; 1 _ ! ! I ! I 18 x24 5. Stepped cripple walls shall conform to Section R602.11.2. I N , ! ! 1 1 „ :, ! p _ 8 1/2 , Access 3-61/2 : I 8 6. Where 1 I 1 continuous woo u I i d foundations in accordance with Section R404.2 are used the force I Whole : 1 transfer shall h ve a capacity equal to or realer than the connections required .. sn P Y q 9 q ed by Section - - L 6 0 L 4 0 I R602.11.1 orthd braced wall panel shall be connected to the wood foundations in accordance o ( o ;; , O o with the braced wall panel -to -floor requirements of Table R602.3 1 Note: Can be installed P 9 q O Note. Can belnstalled u I , o_ other side of wall ,� � other side of wall ! 1 D I 3 I WOOD FLOOR FRAMINGI .--..........- ...... !........................----- 1 1. R502.1 Identification. Load-bearing dimension lumber forjoists, beams and girders shall be identified b a :•. o 9 1 1 rade mark of a lumber grading or inspection agency ..._.. ...----- --•• :............-------............------....-------, g g g p n that has been approved by an accreditation body that , , , I ; ; �_....................... -- .... :: : •. complies with DOC PS 20. In liey, of a grade mark, a certificate of Inspection Issued by a lumber grading or I i ► •_ __ _ •- - - t � • , , 1, inspection agency esti ;Y p g y m ng the requirements of this section shall be accepted. � I , , ,.................. , N Note. See Section - ! ____.---------------------------.......... ....-- S n R301.1.1.1 for limited dense ownerbuilt rural dwellings. Preservative treated lumber. : • �--------- •--------•••••--.-.------......__................::. . N I 1 ! 1 , ' ;._-..---• ---... +fie ------ t ^ `� j 1 Preservative treated dimension lumber shall also be identified as 1 ter ui \v T 1 1 y _ _ - h, required Section R3 7 I --`-u q Y 1 .2. R502.1.2 Blocking and subfloortng. 1 I ! , ! -� , 1 > > I 1 1 ! o Blocking shall be a minimum of unlit rade lumber. Subfloonn may be a I I : r : I = -r� I y o E 9 Y9 9 Y - ; - E ! 1 c I O o minimum of utility rade umber o 4 common ...... or c mm n rade boards. _••-•--------•---------------------------- I29 Y9 9 I 1 , '6. 1 �2tq R502.1.3 End -jointed lumber. r _, � N 1 I, v E Approved end -jointed otnted Iumber identified t.f . ed b a grade mark conform 9to Sectio cuo 1 1 r I _ I -c l¢� - - J ' I , .. 1 „ I N 1 � , T 1 I a 5 1 x 1 R 02 1 may be used interchangeably with solid sawn members of the same species and rad 8 24 Y 9 Y e. I U) P 9 1! I p 1 1 End -jointed lumber used !n an assembly required elsewhere !n this code to have a fire -resistance rating shall 2 I I - O 1 1 a In C 1 Y q 9 _ o I Access - I, have the designation Heat Resistant Adhesive or 'HRN' included v I I o ' 9 R d d to its grade mark. ( S1.0 1 '••,, 0 1 II Whole 1! v z v N, 1 1 0 ...F- R502.1.4 Prefabricated wood I o sts. I , ., 1 I 1 _ Structural capacities and design provisions for prefabricated wood I foists shall be established and monitored _ A T ., _ _ _ 1 � � ` •••-••-•• "�' - .. , -� in accordance with ASTM D 5055. - - - - - - - - � � �, ...... .,. », .. 1 I R502.4 Joists under bearing partitions. :, 1 Joists under parallel bearing partitions shall be of adequate size to support the load. Double Joists, sized to �--......._...._........._... 4I 1 adequately support the load that are separated to permit the installation of piping or vents shall be full depth t•-.: . .. solid blocked with lumber not less than 2 inches (51 mm) innominal thickness �� c_________ L.__-- -___ spaced not more than 4 feet (1219 mm) on center. Bearing Partitions perpendicular to I_...... - ............. 7L --...... joists shall not be offset from supporting girders, walls or partitions more than the joist depth unless such o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1 pP 9 9 � P 1 P 1 I are of sufficient size to Carly the additional load ----- 0 R502.8 Cutting,drilling and notching. I C 0 9 D I_ Structural floor members shall not be cut bored or notched In excess of the o ` _, „ limitations specified in this section. See o 0 Figure R502.8. 12-3 P 9 , _ u r S (fes depth IID ® O R502.8.1 Sawn lumber. Notches in solid lumber1oists rafters and beams shall not exceed one-sixth ofthe ofthe member, shall GQ ms'tiOGvs ?•S a 26 7 1/2 „ 5-3 112" not be longer than one-third of the depth of the member and shall not be located In the middle one-third of the Contractor Field verify span. Notches at the ends of the member shall not exceed one-fourth the depth of the member. The tension side of members 4 enc es 02 mm or greater nominal ! B h 1 t In m al th ckness shall not be notched except at the ( ) 9 P 1- - - - 4 x 12 DF#1 HDR O -i- - - - ends of the members. The diameter of holes bored or cut into members shall not exceedone-third the depth of i the member. Holes shall. not be closer than 2 inches (51 mm) to the top or bottom of the member, or to any i ! ii other hole located to the member. Where the member is also notched the hole shall not be closer than 2 t Al, � t A i i A _ , , , Braced Wall Layout PERMIT# Foundation Plan Scab „ inches (51 mm) to the notch. i I i L=4'-0" i L=4'-0" L 3 0' i Scale 1/4"= 1'-0" BUTTE COUNTY DEVELOPMENT SERVICES e 1/4 T-0" R502.8.2 Engineered wood products. , r-- � � , • Cuts notches and holes bored In trusses structural composite lumber, structural glue -laminated members or WALL FRAMING � R , New Footing Per Plan , Po 9 � 2 f -`d E v' � E E I Joists are prohibited except where permitted b the manufacturers recommendations or where the effects of `- p P P Y O O W Ke : Description:CODF such alterations are specifically considered in the design. of the member by a registered design professional YCOMPLIANCt. E:= 2x4 Wall DATE► - _ BY _ _ Existing Footing (Contractor To Field Verify) (E) 2x4 Wall Em -� u Client Address: 0 (D, W\ M TT LO ^' VJ W V TT _n 0 V� ^, V) W N V ry V! M ^ II 0 M .V 0 0 N U M I, Job Site Location: � i N 0 MM VJ L.� L LO CD TT n, VJ 1 W O V/ CV N V L.V M 0 0 MM U W Z MM W TT Q VJ U r i Proe t Information: c J on. Drafting Y B : J L Date: Q 7/10/17 Job Name: Jones Job #: 1515 Date: 11/13/15 Rev #: 00 Authorization By: Signature only by. Jason L•9 leb ott ALL ID AS, SIGNS AND PL NS REPRESENTED BY THIS D WI G ARE THE EXCLUSIVE PROPERTY OF LH DESIG A D SHALL NOT BE REPRODUCED WITHOUT PRIOR ITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Foundation & Brace -Wall Plan T _ - T _777 -� - - r ��.,. " n 4-1 �oa 3 � N ID N Oa 2 y (A • i5 OU) °V=' CD N C vm ` S 39m ZT CL z�Z mp y� -n-o� g �g ni T O "OOT 3 1/'CD a3 �, CCD ZED -n z CD Z '0 7 -• a m Z 00 �� m CD d ;0 a m [D C' y �, m� A� v� Ox y '' p rT OD N ,7V NAw 5(D 71 •d rA M 1 CiP(D ops o -p N z X D a& D 0 2 z CD . . m n a X CD z vo Mo o- nz y. CD o� �� nm z �W G) m C3 Cl) 60, �v -0m T �? 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