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HomeMy WebLinkAboutB16-2407 000-000-000PROJECT NAME: Garcia —Fire Camp 713 Burnt Ranch Way. Chico CA. 310 430 8466 PROJECT ADDRESS: 201 Fire Camp Road, Oroville, CA 95965 PERMIT NUMBER: B16-2407 Notes: Items listed have been changed from the original design. All items can be found on sheet A-2.0 • Shade structure has been removed at back concrete patio • Shade structure has been removed at entry deck • Shade structure has been removed at side concrete deck • Remove wall between room 102 -Laundry Room and room 103 -Bath • Keeping existing door 105 in laundry room • Door 101 changed from 6' to 5' in room 107-M. Bedroom • Door 102 changed from 8' to 6' in room 110 -Living Room • Door 104 has been removed in room 103 -Bath • Door 110 changed from an interior passage door to a sliding barn door in room 110 -Living Room • Door 112 has been removed in room 107 -Master Bedroom • Window 104 was changed from 8' to 6' in room 110 -Living Room • Window 103 was changed from 6' to 5' in room 107 -Master Bedroom • The shower and bathtub locations flipped in room 108—M. Bath I moi,,.• ^�,,�,�ize._«�s. 383 Rio Lindo Ave, Chico; CA 95928 p. (530) 592-4407 www.summitchico.com Iff LW AW5, �� �t' ul d 10"141 110,11 S F01 r F U L;t Wul Client: Mr. Joel Garcia .: Project: Garcia Residence Addition and Remodel -Owner Revisions, Delta 2 Address: .201 Fire Cam Road, Oroville, CA Camp !b - Zq�) Pt, -NA C-ff • PERMIT #� `> 1316-2407 072-410-013 111.,AN c11ANGF, 1112812()17 D6 P �OFEB • ��Ct� EYE. BUTTE COUNTY DEVELOPMENT SERVICES RcVIcvVED FOR CODE C01�4PLIANICE DATE 1, Z'L" I w BY 4t- it(SSD)is not responsible for on-site inspection to dote. Sl�r�"1ri11t Structural Design . standards sues, materials, or wol;rr�anship specified herein. assure compliance with the , ' a structural dement or system not specifically noted in this SSD is .not r�,sponsible for any . set of specifications/calculations. unless authorized in writing by SSD. Workmanship shall . i all oases shall follow accepted canstruction practice, the be 4lthe highest duality and n latest edition of the C�lifiornia Building ldin Code, and local building department standards. - Rev'i'sed Shear Walls at New Rddition Area u O-- 1 Y i syr CA a- d i I l Summit Structural design Project: Garcia Residence Engineer: RKB Design of Shear Wall Framing Wall Line Lateral Load (lbs) Total Resistive Wall Length Load Edge Nail (ft) (plf) (in) Segment Overall Length (ft) Segment Resistive Length (ft) Aspect Ratio Factor Gravity Load (Ib/ft) OT Height (ft) OT Moment (ft -lb) Righting Moment (ft -Ib) Net M/D ` (Ib) 1-w 1569 No Change from Existing ]-eq 915 No Change from Existing 2-w 1953 1x.83 165 6" 11.83 11.83 1.00 420 .9 17:79 29389 -5 2 -eq 1467 11.83 124 6" 11.63 11..83 1.00 420 9 13206 29389 -374 •t• � 1016 -i` :y /- t.< `T ye 3 J: �340;2 vJ.. 1` t: 63 t. ) J .. C :'Y Y a < :7 7 ;fli3- t .4, ; t 1 _ A (E) -w 1589 No Change from Existing A (E) -eq 913 No Change from Existing A (N) -w 2180 12.00 182 6'1 12.00 12.00 1.00 150 11 23984 110800 3459 A (N) -eq 721 12.00 60 6" 12.00 12.00 1,00 150 11 7931 10800 121 B (N) -w 2180 12.00 182 6" 12.00 12.00 1.00 150 11 23984 10800 1450 8 (N) -eq 721 12.00 60 6" 12.00 12.00 1.00 150 11 7931 10800 121 6 (E) -w 1119 No Change from Existing B (E) -eq 013 No Change from Existing 3 -6 BUILDING ENERGY ANALYSIS REPORT 1116-2407 072-410-013 .ADD I'l"tO N / (1fAN- (rt -q,' D6 11 28/2117 1'( , PROJECT: Garcia Residence 201 Fire Camp Road Oroville, CA 95966 Project Designer: SI Design 713 Burnt Ranch Way Chico, CA 95973 (310) 430-8466 Report Prepared by: Max Ramirez 22189 Samson Ave. Corning, CA 96021 (530) 321-7242 Job Number: 072816 -Garcia (SI) -As Built''2017 Date: 11!13/2017 10 U4 117 4 PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANICE DATE t - Z.2- 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. EneravPro 6. by Enerr�ySoft User Number.' 5733 ID: 072816 -Garcia (Sl) -A: TABLE OF CONTENTS CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis u Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx CF 1 R -PRF -0 I Page 1 of a GENERAL INFORMATION 01 Project Name Residential Building 02 Calculation Description Title 24 Analysis j 03 Project Location 201 Firs Camp Road 04 City Oroville 05 Standards Version Compliance 2015 06 Zip Code 95966 07 Compliance Manager Version BEMCmpMgr 2013-4b (433) 03 Climate Zone CZ11 09 Software Version EnergyPro 6.8 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft) 1615 15 Number of Zones 2 16 Slab Area (ft2) 642 17 Number of Stories 1 18 Addition Cond. Floor Area 642 19 Natural Gas Available No 20 Addition Slab Area (ft2) 642 21 Glazing Percentage (%) 14.2% COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building DOES NOT require TIERS Verification This compliance analysis is valid only for permit applications through December 31, 2016 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 59.61 52.94 6.67 11.2% Space Cooling 73.76 75.92 -2.16 -2.9% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 40.44 40.44 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 173.81 169.30 4.51 2.6% Registration Number: 216-A0288471C-000000000-0000 Registration Date/Time: 2017-11-13 12:35:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-11-13 12:24:36 . I CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis REQUIRED SPECIAL FEATURES 0 n Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY CF1 R -PRF -01 Page 2of8 The following is a summary of 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 provided in the building components tables below. Building -level Verifications: • -- None -- Cooling System Verifications: -- None -- HVAC Distribution System Verifications: • -- None -- Domestic Hot Water System Verifications: -- None -- ENERGY DESIGN RATING 01 02 This is the sum of the annual TDV energy consumption for energy use components included in the performance compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics) and accounting for the annual TDV energy offset by an on-site renewable energy system. Number of Dwelling Units Number of Bedrooms Number of Zones Reference Energy Use Number of Water Heating Systems Energy Design Rating Margin 1 Percent Improvement Total Energy (kTDVlf2-yr)* 241.40` - - 1 232.99 8.41 HVAC Systeml 3.5% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 1615 1 2 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft) Avg. Ceiling Height Water Heating System 1 Water Heating Systern 2 Zone 1-E Conditioned HVAC Systeml 973 8 DHW Sys 1 Zone 2-N Conditioned HVAC Systeml 642 10.5 ' Registration Number: 216-A0288471C-000000000-0000 Registration Date/Time: 2017-11-13 12:35:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-11-13 12:24:36 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1 R-PRF-O'i Project Name: Residential Building Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Page .. of a Calculation Description: Title 24 Analysis Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx OPAQUE SURFACES Construction Type Roof Rise Attic Zone 1-E Attic RoofZone 1-E Ventilated 4 Radiant Barrier Cool Roof Status 01 02 0.1 03 04 05 06 07 08 09 10 Verified Name Zone Construction Azimuth Orientation Gross Area (ft) Window &Door Area (ft) Tilt (deg) Status Existing Condition Front Wall -E Zone 1-E R-19 Wall 180 Front 225.3 24 90 Existing No Left Wall -E Zone j1 -'E R-19 Wall 270 Left 276 62 90 Existing No Rear Wall -E Zone 1-E R-19 Wall 0 Back 225.3 38 90 Existing No Roof -E Zone 1-E Roof R-19 1978-2012 973 Existing t g No Raised Floor -E - Zone 1-E R-19 Floor Crawlspace 199 973 Existing No Front Wall -N Zone 2-N R-21 Wall 180 Front 191.1 16 90 New N/A Rear Wall -N Zone 2-N R-21 Wall 0 Back 191.1 15 90 New N/A Right Wall -N Zone 2-N R-21 Wall 90 Right 414 93.8 90 New N/A OPAQUE SURFACES — Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Orientatio Area skylight Roof Rise Roof Roof Roof Reflectan Roof Framin g Verified • Existing Zone TYpe 2 n (ft) Area (U) (x in 12) Pitch Tilt(deg) co Emittance Factor Status Condition Roof -N zone 2-N=30 Roof Cathedral Back 642 0 2 0.17 9.46 0.1 0.85 0.1 New N/A ATTIC 01 02 03 04 Name Construction Type Roof Rise Attic Zone 1-E Attic RoofZone 1-E Ventilated 4 U 05 06 07 08 I 09 I '10 Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition 0.1 0.85 No No Existing No Registration Number: 216-A0288471C-000000000-0000 Registration Date/Time: 2017-11-13 12:35:21 HERS Provider: CaIC ERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-01202016-433 Report Generated at: 2017-11-13 12:24:36 ' CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Calculation Description: Title 24 Analysis Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx C171 R -PRF -01 Page 4of8 WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading Status Verified Existing Condition Window -E Front Wall -E (Front -180) ---- ---- 1 24.0 0.71 0.73 Insect Screen (default) Existing No Window -E 2 Left Wall -E (Left -270) ---- ---- 1 6.0 0.71 0.73 Insect Screen (default) Existing No Window N Left Wall -E (Left -270) ---- ---- 1 56.0 0.30 0.23 Insect Screen (default) New N/A Window -E 3 Rear Wall -5 (Back -0) ---- ---- 1 18.0 0.71 0.73 Insect Screen (default) Existing No Window N 2 Front Wall -fit (Front -180) ---- ---- 1 16.0 0.30 0.23 Insect Screen (default) New N/A Window -N 3 Rear Wall -N (Back -0). ---- ---- 1 15.0 0.30 0.23 Insect Screen (default) New N/A Window -N 4 Right Wall -N (Right -90) ---- ---- 1 88.0 0.30 0.23 Insect Screen (default) New NIA Window -E 4 Right Wall -N (Right -90) ---- ---- 1 5.8 0.71 0.73 Insect Screen (default) Existing No DOORS 01 02 03 04 05 06 Name Side of Building Area (ftz) U -factor Status Verified Existing Condition Door -E Rear Wall -E 20.0 0.50 Existing No i Registration Number: 216-Ao288471C-000000000-0000 Registration Date/Time: 2017-11-13 12:35:21 HERS Provider: CSICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-11-13 12:24:36 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis LM Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx CF1 R -PRF -01 Page 5of8 OPAQUE SURFACE CONSTRUCTIONS . 01 02 03 04 05 06 07 08 09 Name Zone Total Cavity Winter Design • Edge Insul. R. -value Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 71.6 '• None 0.8 No New No • Cavity / Frame: no insul. 12x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 • Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 1-E Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity / Frame: R-19 / 2x6 ' • Exterior Finish: Wood R-19 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19 0.069 Siding/sheathing/decking • Inside Finish: Gypsum Board Ceilings (below • Cavity / Frame: R-9.1 / 2x4 Roof R-19 1978-2012 attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 19 0.049 • Over Ceiling Joists: R-9.9 insul. ' Floor Surface: Carpeted Floors Over Floor Deck: Wood Siding/sheathing/decking R-19 Floor Crawlspace 199 Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 • Cavity/Frame: R-19 /2x6 • Inside Finish: Gypsum Board • Cavity / Frame: R-21 / 2x6 • Exterior Finish: Wood R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 21 0.066 Siding/sheathing/decking • . Inside Finish: Gypsum Board Cavity / Frame: R-30 / 2x 12 • Roof Deck: Wood Siding/sheathing/decking R-30 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O.C. R 30 0.036 Roofing: Light Roof (Asphalt Shingle) SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft Perimeter (ft) • Edge Insul. R. -value Carpeted Fraction Heated Status Verified Existing Condition Slab -N Zone 2-N 642 71.6 '• None 0.8 No New No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Qll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required --- Registration Number: 216-A0288471C-000000000-0000 Registration Date/Time: 2017-11-13 12:35:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF113-01202016-433 Report Generated at: 2017-11-13 12:24:36 n C CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Calculation Description: Title 24 Analysis Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx C171R-PRF-01 Page 6of8 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 02 03 04 05 06 Solar 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Number of Fraction Standby Loss (Fraction) Verified Existing Name System Type Distribution Type Water Heater Heaters (%) Status Condition DHW Sys 1 DHW Standard DHW Heater 1 1 Annual Existing No WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Input Rating Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Propane Small Storage 50 0.575 EF 40000-Btu/hr 0 0 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation with Manual Control Recirculation with Sensor Control DHW Sys 1 n/a n/a n/a n/a n/a n/a SPACE CONDITIONING SYSTEMS 01 02 ,03 04 05 06 07 08 09 Heating System Cooling System Distribution Fan Floor Area Verified Existing Name System Type Name Ducted Name Ducted System System Served Status Condition Other Heating and Heating Yes Cooling Yes Air Distribution HVAC Fan 1615 Existing No HVAC S steml y Cooling System Component 1 Component 1 System 1 1 HVAC - HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 78 AFUE Registration Number: 216-A0288471C-000000000-0000 Registration Date/Time: 2017-11-13 12:35:21 HERS Provider: CnICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-11-13 12:24:36 u CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Calculation Description: Title 24 Analysis Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx I CF1R-PRF-01 Page 7of8 HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 07 08 Efficiency 10 Multi -speed Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 11.7 13 No No N/A Location system Status Condition Verification Air Distribution Ducts located in attic HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage R -value Location Location Bypass Duct Status Condition Verification Air Distribution Ducts located in attic Existing (not (Ventilated and 6.0 Attic Attic None Existing No N/A System 1 Unventilated) specified) IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CSM.IAQ I=an. Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: 216-A0288471C-000000000-0000 Registration Date/Time: 2017-11-13 12:35:21 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-01202016-433 Report Generated at: 2017-11-13 12:24:36 . CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis 0 Calculation Date/Time: 12:23, Mon, Nov 13, 2017 Input File Name: 072816 -Garcia (SI)-Pln-Ck #1 -As Built.ribdx C171 R -PRF -6'1 Page 0 of 8 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: (. J(ax aiJttYeZ Max Ramirez Company: Signature Date: Golden Sun Designs 2017-11-13 12:35:21 Address: CEA/HERS Certification Identification (if applicable): 22189 Samson Ave NA City/State/Zip: Phone: Corning, 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. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: ctx (-P �z» t ircz Max Ramirez Company: _ Date Signed: Golden Sun Designs 2017-11-13 12:35:21 Address: License: 22189 Samson Ave NA City/State/Zip: Phone: Corning, CA 96021 530-321-7242 Digitally signed by Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in noway implies Registration Provider responsibility for the accuracy of the information. Registration Number: 216-A0288471C-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2017-11-13 12:35:21 Report Version - CF1R-01202016-433 HERS Provider: Tr L'�, w � i Easy to Verify at CaICERTS.com CaICERTS inc. Report Generated at: 2017-11-13 12:24:36 11 RESIDENTIAL MEASURES SURUAARY RMS -1 Proiect Name Garcia Residence Building Type 2 Single Family 0 M Multi Family 2 Addition Alone low Existing+ Addition/Alteration Date 11/13/2017 Project Address 201 Fire Camp Road Oroville California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1, 615 Addition 642 # of Units 1 MISULATION Construction Type Cavi Area ft) Special Features Status Wall Wood Framed R 19 826 Existina V Door Opaque Door - no insulation 20 Existing Roof Wood Framed Attic R 19 973 Existing Floor Wood Framed w/Crawl Space R 19 973 Existing Wall Wood Framed R 21 671 New Roof Wood Framed Rafter R 30 642 New Slab Unheated Slab -on -Grade - no insulation 642 Perim = 72' New FENESTRATION Total Area: 229 Glazing Percentage: Orientation Area(ifl U -Fac SHGC Overhang 14.2 % Sidefins New/Altered Average U -Factor: 0.30 Exterior Shades Status Front (S) 24.0 0.710 0.73 none none Bug Screen Existing Left (M 6.0 0.710 0.73 none none Bug Screen Existing Left (Kq 56.0 0.300 0.23 none none Bug Screen New Rear (N) 18.0 0.710 0.73 none none Bug Screen Existing Front (S) 16.0 0.300 0.23 none none Bug Screen New Rear (N) 15.0 0.300 0.23 none none Bug Screen New Right (E) 88.0 0.300 0.23 none none Bug Screen New Right (E) 5.8 0.710 0.73 none none Bug Screen Existing HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Fumace 78% AFUE Split Air Conditioner 13.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Cooling Duct Location Duct R -Value Status HVAC System Ducted Ducted Attic 6.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ene Pro 6. by Ene Soft User Number. 5733 ID: 072816 -Garcia (Sl) -A., Paae 11 of 15 • 2Q13 Low -Rise Residential Mandatory Measures SUMManT NOTE: Loiv-rise residential buildings subject to the Standards must comply, with all applicable mandator- measures listed, regardless of the compliance approach used. Excentions mm, apply. Revini, the respective code section for more information. Building Envelope Measures: 110.6(a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. 110.6(a)5: Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain Coefficient (SHGC). and infiltration that meets the requirements of § 10-111(a). 110.7: Exterior doors and windows are weatherstripped; all joints and penetrations are caulked and sealed. 110.8(a): Insulation specified or installed meets Standards for Insulating Material. Indicate type and include on the CF2R. 110.8(1): The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the installation of a cool roof is specified on the CFI R. 110.80): A radiant barrier shall have an emittance of 0.05 or less when the installation of a radiant barrier is specified on the CF1R. Minimum R-30 insulation in wood -frame ceiling: or the weighted average U -factor shall not exceed 0.031. Minimum R-19 in a 150.0(a): rafter roof alteration. Attic access doors shall have permanently attached insulation using adhesive or mechanical fasteners. The attic access shall be Basketed to prevent air leaka e. 150.0(b): Loose fill insulation shall conform with manufacturer's installed design labeled R -value. §150.0(c): Minimum R-13 insulation in 2x4 inch wood framing wall or have a U -factor of 0.102 or less (R-19 in 2x6 or 0.074 maximum U - factor). 150.0(d): Minimum R-19 insulation in raised wood -frame floor or 0.037 maximum U -factor. In Climate Zones 14 and 16 a Class II vapor retarder shall be installed on the conditioned space side -of all insulation in all exterior 150.0(8)1: walls. vented attics and unvented attics with air -permeable insulation. In Climate Zones 1-16 with unvented crawl spaces the earth floor of the crawl space shall be covered with a Class I or Class II 150.0(8)2: vapor retarder. In a building having a controlled ventilation craN�71 space, a Class I or Class II vapor retarder shall be placed over the earth floor of § 150.0(g)3: the crawl space to reduce moisture entry and protect insulation from condensation, as specified in the exception to Section 150.0(d). .: . 150.0(1): Slab edge insulation shall: have a water absorption rate. for the insulation material alone without facings. no greaterthan 0.3%: vapor permeance rate is no greater than 2.0 perm/inch. be protected from physical damage and Ureater have waterV light deterioration; and when installed as part of a heated slab floor meets the requirements of § 110.8(g). 150.0(q): Fenestration. including skylights. separating conditioned space from unconditioned space or outdoors shall have a maximum U - factor of 0.58: or the weighted average U -factor of all fenestration shall not exceed 0.58. Fireplaces, Decorative Gas Appliances and Gas Log Measures: 150.0(e) I A: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. §150.0(e}1B: Masonry or factory -built fireplaces have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible. operable. and ti gght-fitting damper or a combustion -air control device. §150.0(e)I C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. §150.0(e)2: Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket. 'Then that indoor air is vented to the outside of the building. are prohibited. Space Conditioning, NVgter Heating and Plumbing System Measures: § 110.0-§ 110.3: HVAC equipment water heaters, showerheads, faucets and all other regulated appliances are certified to the Energy Commission. 110.3(c)5: Fater heating recirculation loops serving multiple dwelling units meet the air release valve. backflo«, prevention. pump isolation valve, and recirculation loop connection requirements of § 110.3(c)5. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces, household cooking appliances (appli- § 110.5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt), and pool ands a heaters. 150.0(h)l: Heating and/or cooling loads are calculated in accordance with ASHRAE. SMACNA or RCCA using design conditions specified in §150.0(h)2. Installed air conditioner and heat pump outdoor condensing units shall have a clearance of at least five feet from the outlet of any 150.0(h)3A: drv7er vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). 150.0(j)1A: Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally "Tapped with insulation having an installed thermal resistance of R-12 or greater. Unfired hot «,ater tanks. such as storage tanks and backup storage tanks for solar %N,ater-heating systems. have R-12 external §150.00)IB: insulation or R-16 internal insulation where the internal insulation R -value is indicated on the exterior of the tank. For domestic hot water system piping, whether buried or unburied: the first 5 feet of hot and cold water pipes from the storage tank. all piping with a nominal diameter of 3/4 inch or larger. all piping associated with a domestic hot water recirculation system 150.0(j)2A: regardless of the pipe diameter. piping from the heating source to storage tank or between tanks. piping buried below grade. and all hot water pipes from the heating source to kitchen fixtures must be insulated according to the requirements of TABLE 120.3- A. I50.0(j)2B: All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing- or sleeve that allows for installation. removal. and replacement of the enclosed pipe and insulation. • Z013 Lomi-Rise Residential Mandatary Measures Summary Pipe for cooling system lines shall be insulated as specified in §I50.0(j)2A. Piping insulation for steam and hvdronic heating 150.0(j)2C: systems or hot water systems with pressure > 15 .sig shall meet the re uiremcnts in TABLE 1203-A. 150.00)3: Insulation is protected from damage. including that due to sunlight. moisture. equipment maintenance. and NNrind. Insulation exposed to Breather shall either be rated for outdoor use or installed with a cover suitable for outdoor service. For 150.00)3A: example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation protected as specified or painted with coating that is water retardant and provides shielding from solar radiation that degrades the material. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space shall have a Class I 150.00)3B: or Class II vapor retarding facing, or the insulation shall be installed at the thickness that qualifies as a Class I or Class II vapor retarder. Systems using gas or propane water heaters to serve individual dwelling units shall include: a 120V electrical receptacle within 3 feet of the water heater: a Category III or IV vent. or a Type B vent with straight pipe between the outside termination and the §150.0(n)I : space where the water heater is installed: a condensate drain that is no more than 2 inches higher than the base of the installed water heater. and allows natural draining without pump assistance: and a gas supple line with a capacity of at least 200,000 Btu/hr. § 150.0(n)2: Recirculating loops serving multiple dwelling units shall meet the requirements of § 110.3(c)5. Solar water-heatingsystems and collectors shall be certified and rated by Solar Rating and Certification Corporation (SRCC) 150.0(n)3: the or by a testing agency approved bN the Executive Director. Ducts and Fans Measures: All air -distribution system ducts and plenums installed are sealed and insulated to meet the requirements of CMC §601.0, §602.0. X603.0, X604.0, §605.0 and AN ISI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Supply -air and return -air ducts and plenums are insulated to a minimum installed level of R-6.0 (or higher if required by CMC §605.0) or enclosed entirely in directly conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Connections of metal ducts and inner core of flexible ducts are mechanical]}, fastened. Openings shall be sealed 150.0(m)1: with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181. UL 18 I A. or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than '/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities, support platforms for air handlers, and plenums defined or constructed With materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be com ressed to cause reductions in the cross-sectional area of the ducts. Factory -Fabricated Duct Systems shall comply with specified requirements for duct construction, connections, and closures: joints 150.0(m)2: and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. 150.0(m).' -6: Field -Fabricated Duct Systems shall comply with requirements for: pressure -sensitive tapes. mastics. sealants, and other ` requirements specified for duct construction: duct insulation R -value ratings, duct insulation thickness: and duct labeling. All fan systems that exchange air between the conditioned space and the outside of the building must have backdrafi or automatic 150.0 m 7: ( ) dampers. Gravity ventilating systems serving conditioned space have either automatic or readily accessible. manually operated dampers • I 50.0(m)8: except combustion inlet and outlet air openings and elevator shaft vents. Insulation shall be protected from damage. including that due to sunlight. moisture. equipment maintenance. and wind but not limited to the following: insulation exposed to weather shall be suitable for outdoor ser<7ice. For example, protected by aluminum. 150.0(m)9: sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and Provides shielding from solar radiation. 150.0(m)10: Flexible ducts cannot have porous inner cores. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space. the ducts shall be §150.0(m)11: sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance xNrith Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal §I50.0(m)12: conditioning component. except evaporative coolers, shall be provided with air filter devices that meet the requirements of I 50.0(m)12. Space conditioning systems that utilize forced air ducts to supply cooling to an occupiable space shall have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the supply plenum. The 150.0(m)13: space conditioning system must also demonstrate airfloNt, >_ 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. Zonally controlled central forced air cooling systems shall be capable of simultaneously delivering. in ever-),, zonal control mode. _ an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of ? 350 CFM per ton of nominal cooling §150.0(m)1 �: capacity, and operating at an air -handling unit fan efficacy of <_ 0.58 `N7/CFM as confirmed by field verification and diagnostic testincin accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither Nvindo", operation nor continuous operation of 150.0(0): central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing the Whole Building Ventilation. 150.0 0 l ,A: () Whole Building Ventilation airflo«r shall be confirmed through field verification and diagnostic testing. in accordance with Reference Residential Appendix RA3. Pool and Spa Heating Systems and Equipment Measures: Any pool or spa heating system shall be certified to have: a thermal efficiency that complies with the Appliance Efficiency 110.4(a): Regulations: an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting: a permanent weatherproof plate or card with operating instructions: and shall not use electric resistance heating. At 2Q13 Low -Rise Residential Alandato An 1 h Measures Summa §l 10.4(b)1: y poo or spa eating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction and return lines. or built-up connections for future solar heating. 110.4(b)2: Outdoor pools or spas that have a heat pump or gas heater shall have a cover. 110.4(b)3: Pools shall have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or pro- grammed to run only during off-peak electric demand periods. 110.5: Natural gas pool and spa heaters shall not have a continuous burning pilot light. 150.0(p): Residential pool systems or equipment shall meet specified pump sizing, flow rate, piping, filters, and valve requirements. Lighting Measures: 110.9: All lighting control devices and systems. ballasts. and luminaires shall meet the applicable requirements of § 110.9. �150.0(k}IA: Installed luminaires shall be classified as high -efficacy or low -efficacy for compliance with §150.0(k) in accordance with TABLE 150.0-A or TABLE 150.0-B. as applicable. 150.0(k)1B: When a high efficacy and low efficacy lighting system are combined in a single luminaire. each system shall separately comply with the applicable provisions of §150.0(k). The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with 150.0 k O 1 C:been § 130 :0(c). In residential kitchens. the wattage of electrical boxes finished with a blank cover or where no electrical equipment has ' installed, and where the electrical box can be used for a luminaire or a surface mounted ceiling fan, shall be calculated as 180 watts of lows efficacy lighting per electrical box. 150.0(k) I D: Ballasts for fluorescent lamps rated 13 watts or greater shall be electronic and shall have an output frequency no less than 20 kHz. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans shall be rated to consume no 150.0(k) I E: more than 5 watts of power per luminaire or exhaust fan as determined in accordance with §130.0(c). Night lights do not need to be controlled by vacancy sensors. 150.0(k)1 F: Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0(k). 150.0(k)2A: High efficacy luminaires must be switched separately from low efficacy luminaires. 150.0(k)2B: Exhaust fans shall be switched separately from lighting systems. 150.0(k)2C: Luminaires shall be switched with readily accessible controls that permit the luminaires to be manually switched ON and OFF. 150.0(k)2D: Controls and equipment are installed in accordance with manufacturer's instructions. 150.0(k)2E: No control shall bypass a dimmer or vacancy sensor function if the control is installed to comply with § 150.0(k). 150.0(k)2F: Lighting controls comply with applicable requirements of § 110.9. An Energy Management Control System (FMCS) may be used to comply with dimmer requirements if. it functions as a dimmer 150.0(k)2G: according to § l 10.9: meets Installation Certificate requirements of § 130.4. the EMCS requirements of § 130.5: and all other requirements in §150.0(k)2. An Energy Management Control. System (EMCS) may be used to comply with vacancy sensor requirements of § 150.0(k) if. it § 150.0(k)2H: functions as a vacancy sensor adcording to § 110.9; meets Installation Certificate requirements of § 130.4: the EMCS requirements of § 130.5: and all other requirements in § 150.0(k)2. 150.0 k 2I: O A multiscene programmable controller may: be used to comply with dimmer requirements of this section if it provides the functionality of a dimmer according to §110.9. and complies with all other applicable requirements in 150. P q � 0(k)2. §150.0(k)3A: A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. Kitchen lighting includes all permanently installed lighting in the kitchen except internal lighting in cabinets that illuminate only 150.0(k)3B: the inside of the cabinets. Lighting in areas adjacent to the kitchen. including but not limited to dining and nook areas. are considered kitchen lighting if they are not se arately switched from kitchen lighting. 150.0(k)4: Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated cabinet. 150 0(k)5: A minimum of one high efficacy luminaire shall be installed in each bathroom: and all other lighting installed in each bathroom shall be high efficacy or controlled by vacancv sensors. I50.0(k)6: Lighting installed in attached and detached garages. laundry rooms. and utility rooms shall be high efficacy luminaires and w controlled by vacancy sensors. 150.0(k)7: Lighting installed in rooms or areas other than in kitchens. bathrooms. garages. laundn, rooms. and utility rooms shall be high efficacy. or shall be controlled by either dimmers orvacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Unden Witers Laboratories or other nationally recognized testing/rating laboratory: have a label that certifies that the luminaire is airtight with air leakage less than 2.0 CFM at 75 Pascals when tested in accordance with ASTM E283: be sealed with a gasket or caulk between the luminaire housing I50.0(k)8: and ceiling. and shall have all air leak paths between conditioned and unconditioned spaces sealed with a gasket or caulk: and allow ballast maintenance and replacement without requiring cutting holes in the ceiling. For recessed compact fluorescent luminaries with ballasts to qualify as high efficacv for compliance with § 150.0(k). the ballasts shall be certified to the Energy Commission to comply with the applicable requirements in § 110.9. For single-family residential buildingc,s. outdoor lighting permanently mounted to a residential building or other buildings on the same lot shall be high efficacy. or may be low efficacy if it meets all of the following requirements: i. Controlled by a manual ON' and OFF switch that does not override to ON the automatic actions of Items ii or iii beloNv: and 150.0(k)9A: ii. Controlled by a motion sensor not having an override or bypass switch that disables the motion sensor. or controlled by a motion sensor having a temporan, override switch which temporarily bypasses the motion sensing function and automatically reactivates the motion sensor within 6 hours: and iii. Controlled by one of the following. methods: A 2013 L OINT -Rise Residential Mandatory Measures SummanT a. Photocontrol not having an override or bypass switch that disables the photocontrol: or b. Astronomical time clock not having an override or bypass switch that disables the astronomical time clock. and which is programmed to automatically turn the outdoor lighting OFF during daylight hours: or c. Energ • management control system which meets all of the following requirements: At a minimum provides the functionality- of an astronomical time clock in accordance with §110.9; meets the Installation Certification requirements in §130.4: meets the requirements for an EMCS in §130.5.- does not have an override or bypass switch that allows the luminaire to be always ON: and_ is programmed to automatically- turn the outdoor lighting OFF during daylight hours. For lo-vN,-rise multifamily residential buildings. outdoor lighting for private patios. entrances. balconies. and porches: and outdoor lighting for residential pgrking lots and residential carports with less than eight vehicles per site shall comply with one of the §150.0(k)9B: following requirements:- equirements:i. i.Shall comply with § 150.0(k)9A: or ii. Shall comply with the applicable requirements in § 110.9. § 130.0. § 130.2. § 130.4. § 140.7 and § 141.0. 150.0(k)9C: For lox -rise residential buildings with four or more dwelling units. outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D ` shall com lN- with the applicable requirements in § 110.9. § 130.0. § 130.2. § 130.4. § 140.7 and § 141.0. 1 50.0(k)9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply with thea licable re uirements in § 110.9. § 130.0. § 130.2. § l 30.4. § 140.7 and § 141.0. 150.0(k)1 Q: Internal],\- illuminated address signs shall comply with § 140.8: or shall consume no more than 5 watts of power as determined according to § 130.0(c). 150.0(k)11: Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110.9. § 130.0. § 130.1. § 130.4. § 140.6. and § 141.0. In a low-rise multifamily residential building where the total interior common area in a single building equals 20 percent or less of §150.0(k)12A: the floor area. permanently installed lighting for the interior common areas in that building shall be high efficacy luminaires or controlled bN- an occupant sensor. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building shall: 150.0(k)12B: i• Comply with the applicable requirements in § l 10.9.§ 130.0, § 130.1. § 140.6 and § 141.0: and ii. Lighting installed in corridors and stairwells shall be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors shall be capable of turning the light fully On and Off from all designed paths of ingress and egress. Solar Readv Buildings: Single family residences located in subdivisions with ten or more single familresidences and where the application for a §110.10(a)l: tentative subdivision map for the residences has been deemed complete. by the enforcement agency. on or after January 1. 2014, r shall comply with the requirements of § 110.10(b) through § 110.10(e). 110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 1 10. l 0(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ventilation. and spacing requirements as specified in Title 24. Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area shall be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas fess than or equal to 10.000 square feet or no less than 160 square feet each for 1 10.1 0(b)]: buildings with roof areas greater than 10.000 square feet. For single family residences the solar zone shall be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone shall be located on the roof or overhang of the building or on the roof or overhang of another structure located within 250 feet of the building or on covered parking installed with the buildint7lg roject and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. I 10.10(b)2: All sections of the solar zone located on steep -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. 110.10(b)3A: No obstructions. including but not limited to. vents. chimneys. architectural features. and roof mounted equipment. shall be located in the solar zone. . Any obstruction. located on the roof or any other part of the building that projects above a solar zone shall be located at least mice 110.10(b)3B: the distance. measured in the horizontal plane. of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone. measured in the vertical plane. 110.10(b)4: For areas of the roof designated as solar zone. the structural design loads for roof dead load and roof live load shall be clearly indicated on the construction documents. The construction documents shall indicate: a location for inverters and metering equipment and a pathway for routing of conduit 110.1 0(c): from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection will be the main service panel): a pathway for routing of plumbing from the solar zone to the «eater -heating system. 110.10(d : A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110. l 0(c) shall be provided to the occupant. §110.10(e)1: The main electrical service panel shall have a minimum busbar rating of 200 amps. The main electrical service panel shall have a reserved space to allow for the installation of a double pole circuit breaker for a 110.10(e)2: future solar electric installation. The reserved space shall be: positioned at the opposite (load) end from the input feeder location or main circuit location. and permanently marked as "For Future Solar Electric". GENERAL NOTES: 1. ALL WORK & MATERIALS SHALL STRICTLY UNIFORM TO ALL APPLICABLE CA BUILDING CODES, STATE CODES, REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITY COMPANY, TELEPHONE COMPANY, CABLE AND T.V COMPANY, & ALL OTHER AUTHORITIES HAVING JURISDICTION. 2. BUILDING SHALL COMPLY WITH 2013 CRC, 2013 CGBSC, 2013 CMC, 2013 CPC, 2013 CEC, 2013 CALIFORNIA ENERGY CODE (CEC PART 6) AND THE 2013 CALIFORNIA FIRE CODE (CFC).CODES AND REGULATIONS SHALL BE CONSIDERED AN ESSENTIAL PART OF THESE SPECIFICATIONS AND, IN THE ABSENCE OF DEFINITE REQUIREMENTS HEREIN, THE PROVISIONS OF SAID ODES AND REGULATIONS SHALL BE OBSERVED. 3. ALL WORK IS SUBJECT TO BUILDING DEPARTMENT FIELD INSPECTORS APPROVAL. 4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE,WORKMEN, AND ALL OTHER PERSONS DURING CONSTRUCTION. 5. ADDITIONAL LAYOUTS AND/ OR PLANS (LANDSCAPE, PLUMBING, HEATING AND VENTILATION, MECHANICAL, ELECTRICAL ETC.) BY OTHERS, UNLESS OTHERWISE NOTED OR INDICATED ON THE DRAWINGS. 6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 7. WATER HEATERS SHALL HAVE RIGID WATER CONNECTIONS. WATER HEATERS SHALL HAVE SEISMIC STRAPS PER CODE. 8. HOSE BIBS SHALL BE PROTECTED BY APPROVED, NON-REMOVEABLE BACK FLOW PREVENTION DEVICES. 9. THE BUILDING SHALL BE RODENT AND INSECT PROOF. SCREEN ALL OPENABLE WINDOWS. 10. IT IS THE OWNER/CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE PROPOSED PROJECT CONFIRMS WITH C.0 & R'S (COVENANTS, CONDITIONS, AND RESTRICTIONS) OF THE SUBDIVISION AND APPROVAL OF THE PROPERTY OWNERS ASSOCIATION IF REQUIRED. 11. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT SIZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET. 13. PROVIDE FIRE SPRINKLERS IF RESIDENCE IS GREATER THAN 3000 SQ FT. OR MORE THAN 150 FT. FROM FIRE HYDRANT 14. FIRE SPRINKLERS IF REQUIRED, TO BE INSTALLED PRIOR TO FRAMING FINAL 15. DRIVEWAY NOTE: RETAIN 1" LIP AT EXISTING ROADSIDE MOUNTABLE DIKE FOR FLOW CONTINUITY ACROSS DRIVEWAY WHEN APPLICABLE. 16. ALL PLUMBING SHALL BE INSTALLED BY A LICENSED PLUMBER & FILED A BUTTE COUNTY DEPARTMENT OF BUILDING 17. HOLES BORED IN JOISTS SHALL IJOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST AND SHALL NOT EXCEED ONE THIRD OF THE DEPTH OF THE JOIST 18. FLASHING: ALL SHEET METAL FLASHING SHALL BE MINUMUM 26 GAUGE GALVANIZED METAL UNLESS OTHERWISE NOTED. LAP ALL JOINTS 12" MINIMUM. FLASH AND COUNTER FLASH ALL ROOF TO WALL INTERSECTIONS 19. GUTTERS AND DOWNSPOUTS SHALL BE GALVANIZED STEEL(BONDERIZED TO RECEIVE PAINT UNLESS PRE -PAINTED). UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE DOWNSPOUTS AT EACH GUTTER. 1116-2407 D6 072-410-013 ADDITIO.N / PLAN CHANGE I 1 /28/2017 PC TITLE x T < SYMBOLtoo"'WABBREV. # _ # SECTION ELEVATION REFERNCE REFERNCE f� ^1 I I I I I I I I t J DETAIL CALLOUT 110 LIVING ROOM 1 B'x 12r ROOM NAME, ROOM # U., SPOT ELEVATION CALLOUT ® DOOR CALLOUT 1. 600 S.F. ADDITION WITH NEW BEDROOM, LIVING ROOM, BATHROOM & CLOSET N 2. NEW CONCRETE PATIO WITH WOOD PERGOLA AT REAR O WINDOW CALLOUT 3. NEW ENTRY DECK WITH WOOD PERGOLAAT FRONT & SIDE ENTRY (N) WALL 4. REMODEL EXISTING KITCHEN WITH NEW CABINETS AND COUNTERS NORTH 5. REMODEL EXISTING BATHROOM ARROW # _ ELEV. LEVEL 6. REMODEL EXISTING 2 BATH CALLOUT 7. REMODEL EXISTING LIVING ROOM (E) - EXISTING 8. FIX AND PAINT EXTERIOR STRUCTURE KEY NOTE VICINITY MAP (NTS) r-^Mr7)COTl1\A/AI onAn (N) - NEW W - WASHER D - DRYER TYP. - TYPICAL ZECAMP ROAD KEA MtfA%FJ N (w ITS" -A .. .. ....-i .__ - r r1r /\A RAM PROJECT INFORMATION Im let Lj E6� I E N'044" E 2 O 1 F I E CA M P K u A u ROVI LLE 7 CA 95966 D Ro"" AVV I BIN"G t'"P`;'u'00"-HLE 'u"' U L E A 0.0 COVER SHEET A 0.1 GENERAL NOTES A 0.2 GENERAL NOTES/TITLE 24 A 1.0 SITE PLAN A 2.0 FLOOR PLAN A 2.1 DIMENSION PLAN A 2.2 ROOF PLAN A 3.0 NORTH & SOUTH ELEVATION A 3.1 EAST & WEST ELEVATION & SECTION A 4.0 DETAIL SHEET A 5.0 ENLARGED KITCHEN PLAN & ELEVATIONS A 5.1 ENLARGED M. BATH PLAN & ELEVATIONS/LIVING ROOM EAST ELEVATION E 1.0 ELECTRICALAND MECHANICAL PLAN S 1.0 STRUCTURAL NOTES S 2.1 FOUNDATION AND WALL FRAMING PLAN S 2.2 ROOF FRAMING PLAN S 3.1 TYPICAL STRUCTURAL DETAILS S 3.2 TYPICAL STRUCTURAL DETAILS S 3.3 TYPICAL STRUCTURAL DETAILS S 3.4 TYPICAL STRUCTURAL DETAILS CCC SECTION 1704 SPECIAL INSPECTION REQUIRED See attached Special Inspection Note 566 HKOJECT DATA OWNER; JOEL GARCIA (805) 319-9843 ADDRESS: 201 FIRE CAMP ROAD OROVILLE, CA 959806 ASSESSORS PARCEL NUMBER 072410013000 ZONING/OCCUPANCY R-3 BUILDING USE RESIDENTIAL TYPE OF CONSTRUCTION TYPE V -B CONDITIONED FLOOR AREA EXISTING FLOOR 900 SF NEW ADDITION FLOOR 600 SF TOTAL CONDITIONED 1500 SF PATIO/DECK AREA NEW CONCRETE PATIO 675 SF NEVI,' WOOD DECK 168 SF TOTAL PATIO/DECK AREA 740 SF LOT SIZE: 18.5 ACRES C u" 10" ME S mum LTA N T tOm'; DESIGNER PROJEC l IMANAGER DESIGN SI MAISON CONSULTING ROUBEN MOHIUDDIN CHICO, CA 95973 CID #29769 (510) 593-6107 713 BURNT RANCH WAY trent_datWyler@yahoo.com CHICO, CA 95973 (310) 430-8466 roubenm@designsi.net STRUCTURAL ENGINEER SURVEYOR SUMMIT ENGINEERING TIMOTHY GIORDANO RYLAND BURDETTE, P.E. 2 MARGARET DRIVE 383 RIO LINDO AVE OROVILLE, CA 95966 CHICO, CA 95926 (530) 532-1029 (530) 592-4407 EXT. 102 PERMIT#�}l� `7-46? euh4 Cttktt(� ryland@summitchico.com BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE :, E. BY Ak__ I � 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 10/28/16 BID/PERMIT SET FINAL REVISED 12/9116 RE SUBMIT TO COUNTY 1/31/17 PERMIT SET APPROVED 2/15/17 CONSTRUCTION SET FOR G.C. 3/15/17 REVISED CONSTRUCTION SET FOR G.C. 3/30/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND 110 ltk mmqmlw O � ct L-) OL � W Q U) Q U z U w O W -� LL >�- OU) T_ [)� z � O 0 ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE COVER SHEET DRAWN BY: RM, ZH SCALE NTS DATE 10/25/17 SHEET # Alk Aw®eOmO C. SITEWORK, DEMOLITION AND FOUNDATION Where a Soils and/or Geology Report and/or Grading Pre -Inspection Report has been made, they shall be considered a part of the Construction Documents, and Contractor shall follow any recommendations contained therein. 4. Contractor shall provide basement and crawl space access and ventilation to all subfloor areas in accordance with local codes and confirm foundation vent locations with Designer prior to pouring foundations. 5. Where interior crawl space or room, pit or basement floor slabs are below exterior finish grade, Contractor shall provide drainage at footing perimeter and W.R. Grace Bituthane or equal waterproofing of all exterior surfaces of foundation retaining walls. Drainage shall consist of 5" diameter PVC schedule 40 perforated pipe set below floor line, sloped to drain, and connected underground to approved storm drainage system or street. Pipe shall be surrounded with 2 feet of 3/4" washed gravel and topped with a filtration fabric. Direction of holes in pipe should face downward. Protect wall waterproofing with 1/2" rigid mineral fiber insulation board and backfill with sand and gravel or an approved substitute such as Miradrain. 6. All concrete floor slabs shall be poured over 2" of sand over a continuous 6 mil waterproof membrane set on 2" sand bed over 4" crushed rock on natural or compacted soil. For slabs set below exterior grades, the crushed rock bed shall be drained to storm drain system or relieved at perimeter with a perforated pipe connected to approved storm drain system or street to prevent subfloor saturation. 7. Any landscape or planter retaining walls against earth which are specified without perimeter drains Shall be provided with adequate weep holes surrounded on the backside by a minimum 6" of gravel backfill at base of wall. All enclosed planters shall be waterproofed on the inside and supplied with bottom drains connected to storm drain system. 8. All concrete slabs to be removed shall first be neat'gy sawcut with no overcutting. 9. Patching of concrete slabs shall be performed so as to leave the patch surface level with and matching the existing adjacent slab. 10. Contractor shall provide positive drainage of all finished grade surfaces, sidewalks and patios away from structures and verify that all areas affected by construction are properly drained, with no ponding. 11. Contractor shall remove all excavated or excess soil, debris and materials not required by construction. Confirm any items to remain, or to be salvaged with Designer and Owner prior to start of construction. D. FRAMING, ETC. 1. Contractor shall remove and replace all termite damaged or infested wood in all portions of existing structure to remain. Verify with Owner and Designer if questionable. 2. In addition to any structural grade requirements, all exposed wood beams and posts shall be selected for best appearance grade, with a minimum of knots, cracks and checks. 3. Contractor shall provide access to all attic areas and plumbing as required by code and shall confirm access locations with Designer prior to framing. 4. Contractor shall provide screened through -wall ventilation to enclosed garage areas if required by code and shall confirm vent locations with Designer prior to framing. 5. Contractor shall coordinate framing with proposed locations of electrical, mechanical and plumbing work so as to avoid changes in framing which might conflict with proposed equipment, fixture or diffuser locations. 6. Provide framed openings for medicine cabinets during rough framing, confirming size, location and heights of openings with Designer prior to construction. 7. Provide blocking as required for cabinets, toilet paper holders, towel bars and other specialty items 8. All exposed wood beams, decking or other members installed prior to enclosing the building envelope and completing roofing membrane shall be protected during construction against moisture, staining and other damage by protecting with weatherproof plastic wrappers and additional protective measures as may be required. 9. All roof beams and supporting posts shall be anchored to provide resistance against uplift. Posts shall be anchored to the footings or under -floor construction. All anchorage shall be not less than 1/2" bolts or 1/2" lag screws. 10. Use kiln -dried framing for all framed floor or wall areas to receive ceramic tile, marble or granite. See Structural Notes and Drawings for additional information. E. ROOF, ROOF FLASHING & DRAINAGE 1. All roofs to be min. Class A, 20 year bondable, meeting code and specifications requirements. Confirm specifications with Owner & Designer. See drawings. 2. General Contractor and Roofing, Membrane, and Flashing Contractors shall each furnish an unconditional written guarantee to Owner covering all materials and installation of all new roofing, flashings and water -proof membranes for a period of 10 years following final completion of construction. 3. Contractor shall employ a qualified independent inspection service for inspection of the roof installation, including any insulation and flashings, and shall confirm arrangements with Owner, Designer, manufacturer's representative and roofing contractor prior to construction. 4. Where clay, stone, cement, or other heavy roofing tiles or shingles apply, roof areas shall be fully and evenly loaded with tiles to ultimate loading prior to applying lath and plaster to walls. 5. Roofing underlayment in high wind areas shall be W.R. Grace Ice and Water Shield self- adhering membrane, placed directly on roof sheating, in accordance with manufacturers recommendations and installation requirements. 6. Tile roofs shall have all boundary tile attached with either 11 gauge nails or approved ties. Boundaries include all eaves„ hips, ridges and gable rakes. In addition to the nails or ties, such boundary tile shall be attached at the exposed end to the tile next below or to the wood support with a continuous bead of roofer's mastic. Every field tile shall be attached with at least one nail or other approved devices. For mission type tile, provided Designer approves, cement mortar may be substituted in lieu of roofer's mastic for tile to tile connection provided the tiles are saturated prior to installation. Barge and rake tile shall be attached with a minimum of two nails. Open ends of eave tile shall be filled with either a birdstop or mortar. If mortar is used, it shall be applied to saturated tile. 7. All built up roof areas shall have min. 1/4" per foot pitch to drains for spans up to 20'-0", 1/2" per foot for spans over 20'-0". Emergency overflow scuppers or drains shall be installed with outlets 2" above principal roof drains, and shall be independent of principal roof drains or gutters. 8. Unless otherwise noted, all roof area drains shall be large low profile cast iron general purpose drains with removable perforated domes to protect against clogging, and shall be installed with the recommended flashing. Use side outlet type where ceiling clearance requires it. Perforated domes shall be fine enough to prevent roof gravel from entering drain. 9. All roof, parapet, chimney and other flashings shall be installed so that they are water -tight. Notify Designer of any points where water or moisture may penetrate for additional water protective measures. Parapet coping caps shall be installed so as to be continuous and level, with welded seams, and shall be installed to slope a minimum of 1/2" per foot towards the roof side. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending. 10. All copings, scuppers, gutters, downspouts, leader boxes or other sheet metal work shall be properly flashed and shall have welded or sealed waterproof joints. All bends, seams, splices or other connections shall be straight, smooth and continuous without dimples or dents. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending. 11. Provide galvanic or bituminous insulation as approved by Designer between dissimilar metals. 12. Unless otherwise noted, all concealed interior roof drain downspouts shall be PVC schedule 40, min. 4" diameter or larger as specified sufficient to handle roof areas. All connections shall be water -tight. 13. All roof drainage shall be carried to the street or other code approved drainage area via non-erosive devices as required by code. At base of all exterior downspouts provide minimum 4" diameter PVC schedule 40 lines underground to street, roadway or a drainage Swale. Verify layout with Designer prior to installing. See UTILITIES section for additional information regarding drainage. 14. All exterior caulking shall be highest quality exterior grade silicon caulk recommended for extreme temperature variation. Confirm color with Designer for specific applications. F. ENERGY/INSULATION: California State Design Standards 1. All new and existing exterior walls which are opened during the course of construction shall be insulated with blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft -Faced Thermal Batts, with a minimum thermal resistance of not less than R-13 2. All new ceilings and attics shall be insulated with blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft -Faced Thermal Batts, with a minimum thermal resistance of not less than R-19. 3. Insulation thickness and thermal resistance shall conform to Title 24 regulations for climate zone of job site. Confirm insulation type and thickness with Owner and Designer prior to finalizing general construction contract. 4. Buildings located in climate zones 1, 14 and 16 shall be provided with vapor barriers. Swinging doors or windows to the exterior or unconditioned spaces such as garages shall be fully weatherstripped and gasketed to limit air infiltration. 5. Any operable glass doors or windows shall be certified and labeled to show conformance with air infiltration standards for 1972 American National Standards Institute (Al 34.1, A134.2, At 34.3, A134.4) when tested pressure differential of 1.57, 16/FT2. As per ASTM E293-73. Confirm type of weatherstripping and specifications with Designer prior to finalizing constructio n contract and subcontracts. 6. Any required tinted glass shall be permanently tinted by the manufacturer of the glazing material and shall provide a maximum tinting coefficient of 0.75. 7. All continuously circulating domestic heating or hot water piping shall be insulated as required by the plumbing division. 8. A Certificate of Compliance (available at Building Department office) shall be signed by the insulation Contractor, certifying conformance with current energy regulation: California Administrative Code, Title 24, State of California. Certificate shall be prominently posted on the site. 9. The building design meets the requirements of Title 24, Part 2, Chapter 2-53. All insulation materials shall be certified by the manufacturer as complying with the California Quality Standards for Insulating Material. 10. All fan systems exhausting air from the building shall be provided with back draft dampers. 11 Caulk around all plumbing electrical and other penetrations into the buildi 12. New Masonry and factory built fireplaces shall have the following: a) Tight fitting closing metal or glass doors covering the entire opening of the firebox. b) A combustion air intake, to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable and tight fitting damper. c) Tight fitting flue damper with readily accessible control. d) Continuous burning pilot lights are prohibited. 13. Ducts shall be constructed, installed and insulated according to Chapter 10 of the latest edition of the Uniform Mechanical Code. All parts of the duct system shall be tightly sealed with mastic or tape. 14. Gas fired household heating and cooling appliances, shower heads and faucets shall comply with the appliance efficiency standards. 15. General lighting in kitchen and bathrooms shall have an efficiency of not less than 25 lumens/watt- 16. Thermostatically controlled heating or cooling systems (except heat pumps) shall have an automatic thermostat with a clock mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours. Also see MECHANICAL notes DOORS, WINDOWS 1. Confirm manufacturer's door, window, hardware and screen selections and finishes with Designer for all units prior to ordering. 2. Prior to installation, all painted wood door and window frames shall be primed with an approved primer compatible with finish paint specifications, including back sides of frames, frame bucks and end grain cuts. Stained wood frames shall be back -primed so as not to show in finish. 3. Glass doors, adjacent glass panels within 24" of doors, and all glazed openings within 18" of the adjacent floor or landing shall be of glass approved for impact hazard. 4. All glass used for glazing exterior openings shall be limited in area and thickness as shown by Table No. 17-C and as modified by Table No. 17-D of the Building Code. Exceptions Nos. 1, 2 and 3 of Section 91.1711(a) are not applicable in a "High Wind Velocity" area. 5. All new openings in exterior walls, including windows and doors, shall comply with the C.R.0 specifications for security openings. See Security Notes and Door and Window Schedules for additional information. 6. All legal fire exits shall be marked and lighted per code if required, and shall be openable from inside without a key or any special knowledge. 7. All exterior and interior doors shall be installed with 1-1/2 pair of hinges unless noted otherwise. Verify hinge type and finish with Designer prior to ordering. 8. Exterior wood door sills shall be teak. 9. All exterior doors shall be weatherstripped at heads, jambs, and meeting stiles with continuous interlocking type bronze weatherstripping. All exterior door sills shall be provided with extruded bronze interlocking thresholds with concealed bronze hooks and rain drips. Weatherstripping shall be Pemko or equal as approved by Designer. See ENERGY section for additional information regarding weatherstripping, etc. SECURITY NOTES For all openings marked as security openings on the door and window schedules, the following shall apply: 1. SWINGING DOORS a. Door stops of in -swinging doors shall be of one-piece construction with the jamb. b. All pin -type hinges which are accessible from outside the secured area when the door is closed shall have a non -removable hinge pins. In addition they shall have min. 1/4" steel jamb with 1/4" min. projection. C. The strike plate for latches & the holding device for projecting deadbolts shall be secured to the jamb & wall framing with 2 1/2" long screws. d. Unless noted otherwise, all exterior doors shall be flush -type doors, 1 3/4" thick, with solid core construction, & shall be installed with dead locking latches. Deadbolts shall have min. 1" throw & min. 5/8" embedment, straight type, & shall contain hardened inserts. Locks shall be flush key -operated cylinders on exterior, & shall be operable without key, special knowledge or special effort on interior. e. Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to gripping tools. f. Glass doors shall have fully tempered glass complying with local code. 2. SLIDING DOORS a. Sliding glass doors shall have fully tempered glass complying with local code. b. Sliding glass doors shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified by local code. C. Sliding doors shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 3. WINDOWS a. All operable windows shall be provided with substantial locking devices. FINISHES, CABINETRY, RAILINGS, ETC. 1. Contractor shall submit actual material samples for Designer's and Owner's review of all final finish materials, paint and stains prior to ordering materials. Stucco: r I with Designer's written approval. 2. The use of 1-1/2" x 17 ga. self -furring woven -wire lath (by Davis -Walker, Tree Island, or equal) will be acceptable only t g Lath must have water resistant, waterproof asphalt impregnated paper backing. Where lath is placed over monolithically sheathed walls, a second layer of waterproof asphalt impregnated paper is to be applied under paper backed lath. Both layers of paper must be kept covered and protected from sunlight at all times preceding stucco application. 3. Fasten all stucco lath with furring nails, not staples, regardless of whether or not lath is self -furring. 4. Exterior stucco shall be minimum 3 -coat application over weighing not less than 3.4 Ib. per sq. yd. after fabrication expanded metal small diamond mesh lath, fabricated from galvanized sheets, and securely fastened over factory applied paper waterproof backing, double ply reinforced asphalt impregnated laminated paper conforming to requirements of Fed. Spec UU-B-790B and applicable building codes. Two layers are required over plywood sheathed walls. 5. When plastering over open framing, the plaster thickness must be a min. of 7/8"; over masonry or concrete, a 2 -coat min. 1/2" thickness is acceptable. 6. All window, door and other opening corners shall be reinforced with expanded metal lath nailed diagonally across corner. 7. Install continuous weep screeds at base of stucco walls to lap over concrete foundations just below ground floor framing sill plate, typical. At all hard surface exterior paved surfaces such as patios, driveways, etc., install weep screed 3/8" above finished paving and leave uncaulked. 8. Unless noted otherwise, stucco surfaces shall be straight and plumb with no wobble, wave, or irregularities over the course of the wall plane. 9. Confirm stucco finish with Designer prior to finalizing estimate. DRYWALL/ INTERIOR PLASTER: 10. Unless noted otherwise, all plaster and drywall materials and installation shall be according to current U.S. Gypsum Handbook specifications and applicable code requirements. Use waterproof drywall in all bathrooms, kitchens, janitor's closets and wet areas. 11. Standard drywall Installations: block all panel edges and use drywall screws for all panel interior (field) fastening. All corner beads and edge trim shall be set level or plumb, straight and true and checked prior to taping. Go over taping as many times as necessary to obtain an even finish prior to applying skim coat. Apply skim coat and finish smooth. No tape joints or screw locations shall be visible. When completely dry, roll on paint primer coat (do not brush or spray), then sand lightly to smooth finish. Touch up drywall as required and spot prime touch -Lips prior to applying final paint coats. 12. Gypsum Wall Board shall be 5/8" thickness unless otherwise noted and Type X fire resistant Gypsum Board where required by the applicable fire building codes. 13. Interior 1 -coat veneer gypsum wall board installations shall be according to U.S Gypsum "Diamond Veneer System", 5/8" base board plus 1 -coat "Diamond" veneer plaster, smooth finish. 14. Interior 2 -coat gypsum wallboard veneer coat installations shall be according to U.S. Gypsum "Imperial Veneer System", 5/8" base board plus 2 -coat "Imperial" veneer plaster, smooth finish. 15. Interior plaster shall be minimum 2 -coat application over 3/8" gypsum lath board. Confirm finish with Designer prior to starting work. Use Keene's cement plaster at all bathroom and wet areas. PERMIT#V1' 2q0� DC_ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE M2 713 BURNT RANCH WAY CHICO, CA 95973 310-430-£3466 WWVV.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL. 12/9/16 RE SUBMIT TO COUNTY 1/31/17 PERMIT SETAPPROVED 2/15/17 CONSTRUCTION SET FOR G.C. 3/15/17 REVISED CONSTRUCTION SET FOR G.C. 3/30/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND O LJ cr- Lo LLIW U z CaW O �. W J U ry LL > O n/ Z 0 N O U A0111116 0 or IdAo LL ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE GENEI�L NOTES DRAWN BY: RM, ZH SCALE NTS DATE 10/25/17 SHEET # A�IIIIIIIIIIIIIIIIIIOn CERAMIC TILE/STONE: 16. Marble or granite work shall be in accordance with the Masonry Institute of America and Building Stone Institute guidelines. Verify all corner, edge, splash, and other details with Designer prior to starting construction. 17. All ceramic, marble, granite, slate or other tile work shall be according to current standards and specifications of the Tile Council of America and Ceramic Tile Institute. Verify all layouts, trim shapes, grout selections and width, and other specifications with Designer prior to ordering tile. 18. Unless otherwise specified, tile shall be installed on a wire -reinforced mortar bed over a cleavage membrane. All dust shall be completely washed off the prior to application of the bond coat. Bonding mortar shall cover 100% of both the tile and the surface to be covered approximately 1/8" thick. On marble tile, use gray bonding mortar with darker tile, white bonding mortar with light colored tile. 19. The use of gypsum board for tiled walls or ceilings in showers and other wet areas is prohibited, even for backing 20. The use of Wonder Board or Durock will be acceptable for the setting bed backing only, and only with Designer's written approval and if a waterproof membrane is installed behind board over studs. Use full sheets wherever possible to eliminate joints. Where joints are unavoidable, hold boards apart 1/8" and use 2" fiberglass tape to reinforce joints. Apply min. 1/2" thick mortar bed plus 1/8" bonding over backing surfaces. 21. Installation of quarry or clay tile, brick or other ceramic or masonry products shall use a max. of .6% by weight low alkali sulfate cement mortar with clean washed sand and alkali sulfate -free water to control efflorescence. Contractor shall require tile or brick manufacturer to wick test and certify in writing to Designer that material is non -efflorescence contributing. 22. Contractor shall be responsible for ordering all ceramic the and other finish materials with enough lead time so that ordered material can be confirmed as acceptable, and any unacceptable material replaced, without delaying construction. 23. Finish caulking for tubs, counters, and other items shall be color -matched silicon latex caulk. OTHER FINISH ITEMS: 24. All sheet vinyl or vinyl tile floors shall be prepared with the installation of a smooth hardwood veneer plywood underlayment, minimum 1/4" thick, waterproof glue. All bumps, protruding edges or other high points shall be removed or sanded smooth, and all holes, cracks or other depressions shall be filled so that there is no apparent unevenness to the finished floor. Where required, install additional plywood underlayment as necessary between finish 1/4" underlayment and structural subfloor so finish vinyl floor is flush with adjacent finish flooring. 25. Hardwood for floors shall be top grade kiln dried material, delivered to the job site and allowed to acclimatize inside the finished heated or air conditioned space for at least two weeks prior to installation. Hardwood floors shall be installed over a membrane layer of Rosinsized (pink) paper over plywood subfloor. Do not use felt or asphalt paper. General Contractor and flooring contractor shall confirm installation and finishing specifications with Designer prior to ordering material. 26. Unless noted otherwise, hardwood floors shall be finished with a minimum 3 -coats of Hardco non -yellowing Moisture Cure clear urethane, satin finish, applied per manufacturer's recommendations. 27. All cabinetry and mill work shall be according to current Woodworkers Institute of California Handbook Standards, premium grade. All drawers and sliding units to be installed with full extension Accuride #4037 (24" maximum width) and #4025 (42" maximum width) guides or equal as approved by Designer. Confirm cabinet style, construction type, hinges and hardware with Designer prior to finalizing construction contract. Cabinet subcontractor shall submit detailed shop drawings of all cabinets, counters, and other built-in cabinetry to Designer for review. A sample cabinet front shall be provided for Owner's and Designer's review prior to manufacturing cabinets. Install pairs of small clear rubber cushions inside all doors and drawer fronts following cabinet installation. 28. All custom run wood moldings, paneling and other millwork shall be tested before, during and after milling so the proper moisture content (dryness) is consistently maintained. 29. Contractor shall include in construction contract installation of all finish hardware, including but not limited to cabinet pulls, knobs, door stops, towel bars, toilet paper holders and other miscellaneous items, regardless of whether these items are supplied by Owner or an allowance. 30. Contractor shall review railings and railing details with Designer prior to finalizing contract. Railing subcontractor shall submit samples and detailed shop drawings for Designer's review prior to manufacture. 31. Install spark arrestors at tops of all chimneys: Min. 12 ga. welded wire with a max. opening of 1/2 inch or equal. See PAINTING section for painting notes. PAINTING 1. Contractor shall include within the scope of his work preparation, priming and finish painting of exterior walls and interior walls and ceilings, including doors, sash and trim work. Confirm any exposed beams, decking, cabinets or wood to be stained and/or clear -sealed prior to ordering. Unless specified otherwise, paint all HVAC grills, speaker grills and miscellaneous cover plates and devices to match walls and ceilings. Confirm paint, stain and finish selections and specifications with Designer, submit color samples and apply sample colors on actual surfaces to be painted for Owner's and Designer's review prior to ordering material. 2. Before beginning, inspect all work to be painted or stained and report to Designer any conditions which will prevent a quality finish from being accomplished. Commencing of work by the Contractor indicates his acceptance of the surfaces. 3. All spaces shall be broom clean, and all surfaces to be painted shall be dry and clean. 4. All woodwork shall be cleaned, sanded and dusted before painting. All woodwork shall be sanded lightly between coats. 5. After priming has dried, apply pigmented white shellac to all knots, pitch and sapwood: putty all nail holes, cracks, open joints and other defects. 6. Tops and bottoms of all doors shall be fully sealed, sanded, and painted after cutting and prior to hanging. 7. To avoid overpainting on finished hardware, including door hinges, all cabinets, wood windows, and doors shall be hung, completely weatherstripped and fitted with locksets and finish hardware, then entirely removed and stripped of hardware for finish painting and/or staining. 8. Remove all electric plates, surface hardware, etc., before painting, protect, and replace when completed. 9. Except as noted, all paint shall be as manufactured by Pratt & Lambert or approved equal. All material shall arrive at the job in unbroken containers with manufacturer's label clearly visible. Unless otherwise noted, all paints shall be applied in strict accordance with manufacturer's specifications and recommendations. 10. Painting coats as specified are intended to cover surfaces completely; if not, further coats shall be applied. 11. All exterior stains shall be Sikkens, Manders or approved equal. 12. Prior to sealing interior plaster or drywall, Contractor shall verify any surfaces to receive paper, and shall obtain written approval of the specific sealer product to be used from the paper manufacturer and hanger. 13. Natural wood finish interior paneling, cabinets, doors and other woodwork shall be stained, if required, and finished with a flat eggshell lacquer sanding sealer as specified by Designer. On soft woods, apply a coat of sanding sealer prior to staining. Confirm stain and finish selections with Designer and provide finished samples on the actual woods used for Designer's and Owner's approval prior to starting work. 14. Exterior concrete masonry units to be clear sealed shall be sealed with an Ashford formula penetrating sealer as approved by Designer. 15. Prior to application, Contractor shall advise Owner and Designer of any finishes, factory or site applied, which do not or cannot meet highest quality specification standards. UTILITIES, PLUMBING, DRAINAGE, ETC. 1. General Contractor shall confirm arrangements for any temporary power and telephone service with Owner prior to finalizing contract. See ELECTRICAL NOTES for additional notes. See Electrical Plans for electrical work. 2. Except as provided by Designer in the Construction Documents, Contractor shall design, prepare necessary plans, have plans checked and obtain building permits for all plumbing systems and equipment. 3. Contractor shall reroute any existing utility lines, conduits or equipment in conflict with new construction and shall confirm rerouting with Designer, and shall note such rerouting on the record drawings. 4. Contractor shall provide and install new underground water and gas supply lines and verify that meter, main, tank and line sizes are adequate to provide acceptable pressure and volume to all fixtures and appliances. 5. All new water supply lines shall be copper and all new and accessible existing hot water lines shall be insulated with R-3 00 or greater pipe insulation with vapor barrier. No soft copper lines permitted. Water lines shall be cushioned where penetrating or tangent to wood framing to reduce sound. 6. All underground copper lines shall be Type L. 7. Copper lines shall have isolation couplings where connecting to existing galvanized iron or steel pipe which cannot be changed to copper. 8. Main water line to domestic system shall be installed with separate gate valve and pressure regulator at house entry point. 9. Hose bibs and irrigation systems shall not be connected to building water system, but shall be fed from main water line before building system pressure regulator and main valve. 10. All hot and cold shower and tub supply lines shall be minimum 3/4". 11. Contractor shall provide new main underground sewer lines and new waste lines of sufficient size, including accessible cleanouts at connections, bends or elsewhere as required by code. 12. Strap all fire place gas lines in place and pressure test for leaks, including section of lines from key valves to log lighters, and repair any leaks prior to enclosing walls. Gas line holes through fireboxes should be grouted solid to prevent pipe movement and to close any air leakage. 13. All sanitary sewer piping shall be cast iron unless otherwise approved by Designer. Plastic drain, waste or vent pipe, where permitted, shall be A.B.S. as approved per ASTM Standard D2261-73. Waste lines inside the structure above the first floor line shall be fully wrapped with insulation to reduce sound. 14. Catch basins shall be installed where indicated on plans or required by job site conditions, and shall be connected underground to street or storm sewer. Catch basins shall be concrete and provided with cast iron grills. 15. Unless otherwise noted or required by code, all underground storm drain lines shall be PVC min. Schedule 40 and min. 4" diameter or greater as required to handle load. All connections shall be properly joined and sealed so that they are water -tight. See ROOF section for additional information regarding coordination with roof drainage. 16. Lines under a public sidewalk shall be cast iron, min. 4" diam., constructed per Public Works requirements. 17. Contractor shall examine all existing plumbing prior to starting work, and shall replace any existing plumbing in poor condition, advising Owner of extra expense prior to doing work. 18. Flush out all new and old water supply lines prior to connecting fixtures. 19. Contractor shall maintain adequate and constant water supply to all existing plumbing fixtures, hose bibs and sprinkler systems desired by Owner during construction. 20. All new hot water heaters shall be A.O. Smith, Nautilus or equal, C.E.C. certified, rapid recovery, sized to provide adequate volume of hot water to fixtures served, and installed on smitty pans with concealed drains to exterior. Heater drains and T & P valves shall be positioned and extended to drain into smitty pan. All hot water heaters over 4' feet high shall be anchored per section 91.4919(d) and Memorandum of the General Distribution #27. 21. Contractor shall install an insulated hot water recirculating system on a timer to all fixtures, with pump and timer locations at the hot water heater. 22. Shower drains shall be installed so top of finish drain strainer is flush or 1/16" maximum below finished shower floor. Use drain type that accommodates weep holes for the setting bed. 23. All plumbing fittings shall be C.E.C. certified. MECHANICAL, SHEET METAL 1. All sheet metal work shall be in accordance with SMACNA Manual standards and local codes 2. Contractor shall provide air conditioning, gas-fired furnaces and/or forced air heating system as indicated on plans. Equipment, ducts, and registers shall be sized and installed to provide adequate air temperature, volume, distribution and circulation at minimum noise levels. System equipment and layout shall be confirmed with Owner and Designer prior to ordering and installation. 3. Except as provided by Designer in the Construction Documents, Contractor shall design, prepare necessary plans, provide sizing of all HVAC equipment and calculations, have plans checked and obtain building permits for the HVAC system. 4. The Contractor shall provide the Owner a list of the heating, cooling, ventilating, water heater and lighting systems and conservation or solar devices installed in the building and instructions on how to use them efficiently. 5. Furnish complete maintenance information. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. Label shall be affixed to all equipment requiring preventive maintenance, and a copy of the maintenance instruction shall be provided for the Owner's use. Contractor to provide Owner complete maintenance instructions, i.e.: belt replacement, oil and lubricating along with installer's name, address and phone number. 6. Provide submittal shop drawings and detailed manufacturer's specifications for Designer's review on all mechanical equipment. 7. Contractor to thoroughly clean all portions of their work, remove all debris and leave installation in perfect condition ready for use. 8. EER rating and heating combustion efficiency rating of each HVAC unit shall comply with state requirements. 9. Space conditioning equipment shall have a rated capacity not to exceed the design heat load by more than 30%. ELECTRICAL NOTES 1. Contractor shall obtain a signed plan from the power company which approves sizes, locations, and specific clearances of main service and panel, any transformers, U.G. lines, new poles, overhead lines, and any other related electrical information over which the power company has authority. Contractor shall submit approved plan to Designer for review prior to start of construction. 2. Except as provided by Designer in the Construction Documents, Contractor shall design, prepare necessary plans, schedules, and calculations, have plans checked and obtain building permits for all electrical systems and equipment. 3. Unless otherwise noted, all conduits shall be concealed in structure, attic spaces or underground. Any exceptions are to be reviewed with and confirmed in writing to the Designer. 4. Contractor to verify that any existing service, meter, main, panel, conduits and wiring to remain are adequate. Advise Owner prior to finalizing contract of any changes required. 5. If required, Contractor shall provide additional panel, capacity, breakers, circuits, etc., as required for new electrical loads, and shall verify location and scope of new or expanded service with the Owner and Designer. Contractor shall confirm all electrical loads and requirements for existing and new appliances, heating and air conditioning systems and other electrical equipment and fixtures prior to finalizing contract. 6. Contractor shall replace any wiring or conduits in poor condition, advising Owner of any extra costs prior to doing work. 7. Contractor shall remove all unused existing fixtures, panels, wiring and conduit. 8. Contractor to rough -in boxes and housings per plan for all outlets, switches, fixtures, telephone, T.V., etc. for client and Designer walkthrough to confirm final locations and layout. This should be accomplished prior to pulling any conduit or wire. 9. Contractor to verify clearances for all recessed fixtures and advise Designer of any conflicts prior to ordering 10. Confirm fixture trim selection, diffuser and finish options with Designer prior to ordering. 11. All recessed fixture trims shall be gasketed and tight fitting to prevent light leaks. 12. All wiring shall be copper, in flexible or rigid conduit as specified by code. No "Romex" or other non-conduited wiring permitted. 13. Electrical Lighting Control system and devices shall be Lutron Homeworks Integrated Lighting Control Systern. Provide Master controls as specified by Designer. Unless noted otherwise, all local switches shall be Vareo Dimming Control. Confirm material and color of all switches, outlets, devices and cover plates with Designer prior to ordering. 14. Variable speed switches for fans or electric motors shall be certified and rated for motor capacities. 15. Contractor shall provide Title 24, Form 5, if required. 16. Light controls shall be 3'-10" to center above finished floor, unless noted otherwise. 17. All wall duplex receptacles, telephone, T.V. and other outlets shall be mounted horizontally 8" to center above finished floor, except at counters and where otherwise noted. 18. Ground fault interrupter required for all exterior outlets, bathrooms, temporary panels and other wet areas required by code. 19. Install one 125/250 V 30 Amp outlet in garage area to receive a Hubbel or equal "Insulgrip Twist- Lock" plug for temporary outdoor party use. Confirm exact location with Designer. 20. In Commercial applications, Contractor to provide dual switch or dimmer lighting control to reduce by at least one half the connected lighting load in a uniform pattern for all areas larger than 100 square feet which are allowed more than 1.0 watt per square foot. 21. Every dwelling unit shall be provided with smoke detectors conforming to U.B.C. standard 43-6. Smoke detectors shall be located in every room used for sleeping purposes and in corridors or areas giving access to such rooms. Detectors shall be mounted on the ceiling or on a wall within twelve (12) inches of the ceiling when located in a room and in the ceiling or wall at a point centrally located in the corridor or area giving access to such rooms. In an efficiency dwelling unit, the detector shall be located on the ceiling of the main room. Where sleeping rooms are on an upper level, a detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturer's instructions. When actuated, the detector shall provide an alarm in the dwelling unit. Confirm type and locations of all devices with Owner prior to ordering and wiring. 22. Smoke alarms shall be "Firex", 120 VAC, Model G-6 (No. 0406) as manufactured by Maple/Chase Co. and as approved by local agencies having jurisdiction. 23. Contractor to review and confirm the costs and installation requirements of fire alarm system, computer system, security system, lighting control system, stereo wiring, intercom system, low voltage landscape lighting, and other special systems or electrical requirements with Designer and Owner prior to finalizing contract. 24. Unless noted otherwise, pre -wiring for T.V. and telephone shall be done in conduits where not accessible in attic or crawl spaces. For telephones, unless noted otherwise, use no less than three pair wire to each telephone jack location with home runs to main service, and confirm any special wiring requirements or specifications with Owner and Designer prior to ordering wire. 25. All wiring and devices shall be new. However, Contractor may reuse existing boxes and conduit if to code, in good condition and properly located. Otherwise replace with new. 26. Electrical Contractor and/or General Contractor shall be responsible for verifying electrical requirements for all mechanical equipment, including furnaces, hot water heaters, recalculating pumps, sump pumps and any other equipment, and shall provide connections to these as part of their contract work. 27. Electrical Contractor and/or General Contractor shall be responsible for confirming switch order and stacking at all multiple switch locations PERMIT # `' 7J(U% ?(- BUTTE L BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE -zz-tg DATE_ � ------ - ry ----h x R 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7!16 SUMMIT STRUCTURAL MEETING 6115116 PRELIM DESIGN SET 8/18116 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 1219/16 RE SUBMIT TO COUNTY 1131/17 PERMIT SET APPROVED 2/15/17 CONSTRUCTION SET FOR G.C. 3/15/17 REVISED CONSTRUCTION SET FOR G.C. 3/30117 REVISED CONSTRUCTION SET FOR G.CJOWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND (W) 69:::m O rn CL W w U Z O - U W LL a/ LL O� V- 000 Z 0N O U ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE FZA GENEL NOTES/TITLE 24 DRAWN BY: RM, ZH SCALE NTS DATE 10/25/17 SHEET # (E) GRAVEL DRIVEWAY TO REMAIN 2300.00 2300.00 2302.00 2302.00 2304. r (E) 4' HIGH POSTAND CHAIN LINK FENCE TO BE REMOVED (E) GRAVEL DRIVEWAY TO REMAIN 2308.00 2306.00 • 2316.00 /2318.00 2320.00 2310.00 i 2312.00 2314.00 (' • i I DRA NAGE • I s u, J LL 0 W w C� (E) GARAGE TO REMAIN o� az o z W -i m 6 HC) 7 0 w LL0 (E) WOODEN z STEPS AND =' CONCRETE PAD TO BE PROVIDE (N) REMOVED:.. ;:..: GRAVEL AT �;:.:?3T� 3,z,M.: =�211 35 ( TREE, SHRUBS, ENTRY AREA & HEDGES TO BE// 04.00 REMOVED / r ex RE-LOCATE ROCK WALL TO LINE OF DRIVEWAY I} SSI zw of I I} 1 LL. / o oo (E) RESIDENCE } / / ;/ �o Ij S wW , /, �' /z1 iI LLQ ; // 0 I} { o } / / , RESiDENCEA FF 2314.0 LA (E) DECK AND PERGOLA TO BE REMOVED AND REPLACED WITH � NEW DECK 11-1 2300.00 2302.00 2304.00 2306.00 2308.00 (E) AC AJD AC PAD TO REMAIN 0 /(E) UNDERGROUND SEPTIC TANK TO REMAIN 2310.00 (E) TREE, SHRUBS, & HEDGES TO BE REMOVED (E) ELECTRICAL LINE COMING INTO BUILDING TO REMAIN L----- - J� 18' 7'• (E) ABOVE GROUND PROPANE TANK TO REMAIN 0 2312.00 1/8" = 1'0" 2322.00 O 13' 2" 2314.00 11 -1 --r 2316.00 2320.00 DRAINAGE 2318.00 COLD CREEK LANE 63 213 I30' SETBACK LINE 115 I � \ 124 II � I \ 77 I \ 1 I II \ 225 I (E) WATER WELL & PUMP 1367 I HOUSE II I I I I 178 i 74 9J (E) SEPTIC TO REMAIN \ E POWER POLE \ 89 TRANSFORMER AND ELECTRICAL LINE (E) GRAVEL ROAD i DRIVEWAY , / 313 E FROM FIRE CAMP ROAD 2322.00 SITE PLAN WITH PROPERTY LINE DIAGRAM PROPOSED NEW ADDITION (E) WOODEN DECK WITH STEPS AND BRIDGE TO BE REMOVED 1/128" = 1'-0" NOTES: 1. ALL ELEVATION HEIGHTS T.B.D. ON SITE PRIOR TO CONSTRUCTION 2. EROSION CONTROL (WHEN REQUIRED): COVERALL BARE SOILS WITH STRAW. KEEP HAY BALES ON HAND IN THE EVENT OF VISIBLE EROSION. 3. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE FIELD SET. DRAINAGE AROUND ALL STRUCTURES IS TO BE AWAY FROM THE BUILDING WITH"A SLOPE SET IN FIELD UNLESS NOTED ON DRAWINGS. 4. ALL EXISTING TREES TO REMAIN,UNLESS OTHERWISE NOTED. REFER TO LEGEND FOR DASHED DEMO LINES REPRESENTING TREES, BUSHES, OBJECTS TO BE REMOVED OR RE -LOCATED SQUARE FOOTAGES OF NEW ADDITIONS STRUCTURE - 600 SF, USE: RESIDENTIAL LIVING REAR CONCRETE PATIO - 670 SF, USE: ENTRANCE TO REAR STRUCTURE AND RECREATION ENTRY DECK - 170 SF, USE: ENTRANCE TO FRONT OF EXISTING STRUCTURE 11 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES N REVIEWED FOR CODE COMPLIANCE vvv � y 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 10/28/16 BIDIPERMIT SET FINAL REVISED 12/9/16 RE SUBMIT TO COUNTY 1/31/17 PERMIT SET APPROVED 2/15/17 CONSTRUCTIO14 SET FOR G.C. 3/15/17 REVISED CONSTRUCTION SET FOR G.C. 3/30/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND LINE OF STRUCTURE BELOW CONTOUR LINES AT BUILDING - - - DEMO LINE (N) ADDITION UJ 0 � Q � Ej O a-) 0- W Q co Q U z �o U W F- W � C) u" O r- o� Z *A Ago 00 � N IO LILM ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE PROPOSED SITE PLAN DRAWN BY: RM, ZH SCALE 1/8" = 1'-0" DATE 10/25/17 SHEET # ■ WASHER: RELOCATE HOT & COLD WATER AND WASTE LINE AS REQUIRED DRYER: PROVIDE 4" DIA. SMOOTH METAL EXHAUST DUCT TO OUTSIDE W/ BACK DRAFT DAMPER REMOVE (E) OVERHEAD CEILING LIGHTAND STRUCTURE, REPAIR AND REPLACE CEILING AS NEEDED. SEE SHEET E-1 FOR ADDITIONAL NOTES. STEPPED PLANTER (N) ENTRY DECK PAINTED TUBE STEEL FRAMED HANDRAILS WITH TENSION CABLES COMPOSITE DECKING NOTE: G.C. TO PROVIDE SAMPLES TO DESIGNER PRIOR TO ORDERING WINDOW SCHEDULE WINDOW # ROOM NAME/# 100 (E) LAUNDRY/102 101 (E) BEDROOM/106 102 (N) M. BEDROOM/107 103 (N) M. BEDROOM/107 104 (N) LIVING ROOM/110 105 (N) LIVING ROOM/110 106 (N) ENTRY/100 107 (N) KITCHEN/101 108 (E) LAUNDRY/102 109 (E) M. BATH/108 �Lo '1_1 1 100 .. • .• ..•. .. !F14 -1 F 11L � lu IT 1 / ISI ATTIC ACCESS 1 / IBOX TO PR 100 (E) GARAGE �I w 0 0 c W "I O w z J (N) CONCRETE PAVERS SEE SITE PLAN (N) RETAINING WALL STORAGE TO REMAIi DTXI INT SHELVES & \ I' .-)6nF NFW TRIM \ I - (E) SKYLIGHTHa -1 SEE SHEET NOTE # 6 :. � - - 11 7 TO REMAIN 07 �� SEE SHEET NOTE # 5 I'' SLOPE IF �I SHEET TE 9 1 RF---- -- -� SHEET N DTE 8 (onr-- ---� I .(N).CONCRETE. I O li O DECK 2314:00'' F_ I I 112 I 108 I I 101 I li I ' •. .•' .• - J I KITCHEN 1108 BATH 2 I 111 109 M. BATH I 109 I 11'X9'2" 11'2"X8'2" I 12'2"X15' F° I I p 1 7 ° I I O0 I I ° L ------ J I 110 F - -I I I E WHOLE HOUSE Lt -J FAN TO REMAIN 109 f (N) COUNTER TOPS IN (E) FP cLo2 2'X8''22" OCA`fE T(JB DRAIN.AS (N) WOOD I \ I -I 2314 ER OWNER -SELECTED. ALL KITCHEN AREAS VENT 1i 2 00 Q O - 2314.08 I 2314.08 9 41 O r- \ 0 111 % 110 `/ ALIGN DINING \ I I LIVING ROOM 102 14'5"X12'8" 18'X 12'T ' - I 6SLOPE 103 100 DEMO I I 5 ENTRY u A 4.0 12.2•X6'8" r L _J 106 u u 000 0 105 LINE OF (N) ROOF OVERHANG LINE OF (E) ROOF OVERHANG (N) SUBPANEL (E) AC REMOVE (E) DOOR AND FRAME WALL OPENING TO (E) CEILING 2 HEIGHT SEE 3/A3.1 NOTE: RELOCATED DOOR TO NEW MASTER BEDROOM. FLOOR PLAN 1/4" = 11 0" GENERAL/SHEET NOTES: I 1. SEE STRUCTURAL SHEETS FOR FOUNDATION PLAN FOR LOCATIONS, SIZES AND DESCRIPTIONS OF SHEAR WALLS AND HOLDDOWNS, FRAMING, CONNECTIONS, AND SCHEDULES. 2. ALL CUSTOM CABINETRY AND STYLE TO BE DETERMINED BY OWNER AND APPROVED BY CONTRACTOR. PROVIDE SAMPLES TO DESIGNER PRIOR TO ORDERING. 3. ONE HOUR FIRE WALL: ALL LIVING SPACE MUST BE SEPARATED FROM GARAGE SPACE WITH 1 HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING ARE PART OF THIS ASSEMBLY. USE $" TYPE X GYP. BOARD. SEE GENERAL NOTES ON COVER SHEET 4. ALL EXISTING EXTERIOR UTILITY SERVICES TO REMAIN ON SOUTH WALL 5. IN WASHROOMS REMOVE (E) TILE, FITTINGS & FIXTURES & PROVIDE (N) BATHROOM VANITY WITH MIRROR & ENGINEERED QUARTS COUNTERTOP WITH UNDERMOUNT SINK. PROVIDE IN WALL MEDICINE CABINET WITH MIRROR. IN SHOWER, PROVIDE FULL TILE, WALL NICHE, BENCH SEAT AND FRAMELESS GLASS DOOR. FOR TOILET, PROVIDE DUAL FLUSH WATER CONSERVING UNIT. PROVIDE RECESSED TOILET PAPER HOLDER SECURELY MOUNTED IN WALL NEAR FRONT OF TOILET. 2 TOWEL BARS (PREFERRABLY 30" LONG) NEAR SHOWER OR TUB. MOUNTING HEIGHTS SHALL BE 38" AND 71" FROM THE FLOOR. SEE SHEET 5.1 FOR ADDITIONAL NOTES & SPECS. 6. TOILETS SHALL BE MAX 1.28 GALLON PER FLUSH (SPACE FOR TOILET SHALL BE MIN. 36" CLEAR) 7. WATER HEATER: WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING A MINIMUM DISTANCE OF FOUR INCHES SHALL BEAT POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD, A MIN. DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. WATER HEATER OPENINGS SHALL BE LOCATED SO THAT ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE APPLIANCE ENCLOSURE AND ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED COMBUSTION AIR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE LEAST DIMENSION. WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY C.E.C. 8. EXISTING RESIDENCE HAS ON DEMAND TANKLESS WATER HEATER LOCATED IN CRAWL SPACE. PROVIDE ADDITIONAL UNITAS REQUIRED FOR NEWADDITION 9. PROVIDE 100 SQUARE INCH OPENING IN BOTTOM OF DOOR TO ALLOW AIR FLOW INTO AND OUT OF LAUNDRY ROOM WHILE DRYER AND WASHER ARE OPERATING PAINTING NOTES:_ TION 1. PROVIDE A COMPLETE PAINT JOB THROUGHOUT WALLS, DOORS AND WINDOWS, DOOR SCHEDULE DOOR# ROOM NAME/# WIDTH HEAD HEIGHT SCREEN? TYPE WIDTH HEIGHT HEAD HEIGHT TYPE 4. 100 (E) HALLWAY/104 3'-0" 6'-8" N HC EXTERIOR DOOR 2'-0" 3'-0" 6'-8" DOUBLE HUNG 3'-0" 4'-0" 6-8" DOUBLE HUNG 101 (N) M. BEDROOM/107 5'-0" 8'-0' Y EXTERIOR GLASS SLIDING 3'-0" 5'-0" 8'-0" DOUBLE HUNG 102 (N) LIVING ROOM/110 6-0" 8'-0" Y EXTERIOR GLASS SLIDING 5'4" 2'-0" 11'-0" FIXED 103 (E) ENTRY/100 6'-0" 6-8" Y EXTERIOR GLASS SLIDING 6-0" 2'-0" 11'-0" FIXED 104 (E) 0 105 (E) LAUNDRY/102 2'-8" 6-8" N HC INTERIOR DOOR 4'-0" 4'-0" 8'-0" DOUBLE HUNG 8'-0" 3'4" 6-8" SLIDING 106(N) BEDROOM/106 4'-0" 6-8" N SLIDING DOOR W/ MIRROR FRONT 4'-0" 4'-0" 6-8" SLIDING 107 (E) BEDROOM/106 2'-6" 6'-8" N HC INTERIOR DOOR 2'-0" X-0" 6'-8" SLIDING 108 (E) BATH 2/112 2'-6" 6'-8" N HC INTERIOR DOOR 1'-11" 3'-0" 8'-0" SLIDING 109(N) M. BATH/108 2'-6" 6-8" N HC INTERIOR DOOR 110 (N) LIVING ROOM/110 3'-0" 8'-0" N INTERIOR SLIDING BARN DOOR 111 (N) CLOSET 2/109 6-0" 8'-0" N HC SLIDING DOOR GENERAL/SHEET NOTES: I 1. SEE STRUCTURAL SHEETS FOR FOUNDATION PLAN FOR LOCATIONS, SIZES AND DESCRIPTIONS OF SHEAR WALLS AND HOLDDOWNS, FRAMING, CONNECTIONS, AND SCHEDULES. 2. ALL CUSTOM CABINETRY AND STYLE TO BE DETERMINED BY OWNER AND APPROVED BY CONTRACTOR. PROVIDE SAMPLES TO DESIGNER PRIOR TO ORDERING. 3. ONE HOUR FIRE WALL: ALL LIVING SPACE MUST BE SEPARATED FROM GARAGE SPACE WITH 1 HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING ARE PART OF THIS ASSEMBLY. USE $" TYPE X GYP. BOARD. SEE GENERAL NOTES ON COVER SHEET 4. ALL EXISTING EXTERIOR UTILITY SERVICES TO REMAIN ON SOUTH WALL 5. IN WASHROOMS REMOVE (E) TILE, FITTINGS & FIXTURES & PROVIDE (N) BATHROOM VANITY WITH MIRROR & ENGINEERED QUARTS COUNTERTOP WITH UNDERMOUNT SINK. PROVIDE IN WALL MEDICINE CABINET WITH MIRROR. IN SHOWER, PROVIDE FULL TILE, WALL NICHE, BENCH SEAT AND FRAMELESS GLASS DOOR. FOR TOILET, PROVIDE DUAL FLUSH WATER CONSERVING UNIT. PROVIDE RECESSED TOILET PAPER HOLDER SECURELY MOUNTED IN WALL NEAR FRONT OF TOILET. 2 TOWEL BARS (PREFERRABLY 30" LONG) NEAR SHOWER OR TUB. MOUNTING HEIGHTS SHALL BE 38" AND 71" FROM THE FLOOR. SEE SHEET 5.1 FOR ADDITIONAL NOTES & SPECS. 6. TOILETS SHALL BE MAX 1.28 GALLON PER FLUSH (SPACE FOR TOILET SHALL BE MIN. 36" CLEAR) 7. WATER HEATER: WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING A MINIMUM DISTANCE OF FOUR INCHES SHALL BEAT POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD, A MIN. DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. WATER HEATER OPENINGS SHALL BE LOCATED SO THAT ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE APPLIANCE ENCLOSURE AND ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED COMBUSTION AIR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE LEAST DIMENSION. WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY C.E.C. 8. EXISTING RESIDENCE HAS ON DEMAND TANKLESS WATER HEATER LOCATED IN CRAWL SPACE. PROVIDE ADDITIONAL UNITAS REQUIRED FOR NEWADDITION 9. PROVIDE 100 SQUARE INCH OPENING IN BOTTOM OF DOOR TO ALLOW AIR FLOW INTO AND OUT OF LAUNDRY ROOM WHILE DRYER AND WASHER ARE OPERATING PAINTING NOTES:_ TION 1. PROVIDE A COMPLETE PAINT JOB THROUGHOUT WALLS, DOORS AND WINDOWS, DOOR AND WINDOW TRIMS, BUILT INS, AND CEILINGS 2. DESIGNER SHALL SUBMIT PAINT COLOR & WALL COVERING CHOICES TO THE CHICO, CA 95973 PAINTING CONTRACTOR. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FINISHES TO COMPLETION 6115/16 PRELIM DESIGN SET OF ALL WORK AND PROVIDE TOUCH UPAS REQUIRED. 4. ALL PAINTED SURFACES SHALL RECEIVE A MINIMUM OF ONE COAT OF TINTED AND 1/31/17 PERMIT SET APPROVED TWO COATS OF FINISH PAINT IN COLOR SELECTED. - 3 5. ALL MATERIALS (PRIMERS, PAINTS, COATINGS, VARNISHES, STAINS, LACQUERS, �3. FILLERS, THINNERS, SOLVENTS, ETC.) SHALL BE PRODUCTS LISTED IN THE LATEST 2319.5 EDITION OF THE MPI APPROVED PRODUCT LISTAND SHALL BE FROM A SINGLE - - MANUFACTURER FOR EACH SYSTEM USED. 6. ALL MATERIALS AND PAINTS SHALL BE LOW VOC AND LEAD AND MERCURY FREE. WHERE REQUIRED, PAINT PRODUCTS SHALL MEET MPI ENVIRONMENTALLY FRIENDLY" [E1] [E2] [E3] RATINGS BASED ON VOC (EPA METHOD 24) CONTENT LEVELS. 7. UNLESS OTHERWISE SPECIFIED OR PRE -APPROVED, ALL PAINTS SHALL BE READY -MIXED AND PRE -TINTED. RE -MIX ALL PAINT IN CONTAINERS PRIOR TO AND NEW 2X6 WOOD DURING APPLICATION TO ENSURE BREAK-UP OF LUMPS, COMPLETE DISPERSION OF SETTLED PIGMENT, AND COLOR AND GLOSS UNIFORMITY. PROVIDE A RPINIPJfUM OF 4 LITERS 1 GALLOv OF EACH SLAB ON GRADE 8. AT PROJECT COMPLE [. I [ ( I )] CONCRETE PATIO WITH TYPE AND COLOR OF PAINT FROM SAME PRODUCTION RUN (BATCH MIX) USED IN RETAINING WALL UNOPENED CANS, PROPERLY LABELED AND IDENTIFIED FOR OWNER'S LATER USE IN MAINTENANCE. STORE WHERE DIRECTED. PLUMBING NOTES 1. PROVIDE ANTI -SIPHON DEVICE ATALL HOSE BIBS 2. PROVIDE T & P VALVE DRAIN LINE FOR WATER HEATER AND DISCHARGE TO THE EXTERIOR 3. CLOTHES WASHERS WITH QUICK -ACTING VALVES SHALL BE PROVIDE WITH WATER HAMMER TO ABSORB THE HIGH PRESSURES PER CPC 609.10 4. UNDERGROUND NON METALLIC GAS PIPING SHALL BE PROVIDED WITH CONTINUOUS INSULATED 18 AWG COPPER TRACER WIRE DOOR AND WINDOW NOTES: 1. ALL EXTERIOR DOORS SHALL BE 1 4" THICK 2. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE AT THE HEAD AND SILL. EXTERIOR DOORS MOUNTED BETWEEN JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE AT EACH JAMB. ALL OPEN JOINTS, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED TO LIMITAIR LEAKAGE. 3. ALL INTERIOR DOORS SHALL MATCH EXISTING FRAME CONDITIONS 4. ALL EGRESS WINDOWS SHALL HAVE FINISHED HEIGHT OF NOT MORE THAN 44" ABOVE FLOOR PER THE 2013 C.R.C. 5. ALL DOORS AND WINDOWS SHALL BE JELD-WEN PERMIT# IN BUTTE COUNTY DEVELOPMENT SERVICES Rp\/ifzN /Fn FnR CODE COMPLIANCE PATE Z"L b r_ _. --_ ._ BY u 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7116 SUMMIT STRUCTURAL MEETING 6115/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY 1/31/17 PERMIT SET APPROVED 2115/17 CONSTRUCTION SET FOR G.C. 3/15/17 REVISED CONSTRUCTION SET FOR G.C. 3130/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND - - - - STRUCTURE BELOW - - STRUCTURE ABOVE - - DEMO LINE OF ROOF OVERHANG FRAMED BASE WITH GLASS ® NEW 2X6 WOOD FRAMED WALL NEW 2X4 WOOD FRAMED WALL 0 O a) 00-0 Lo tjj(� W Q u) U z Q ., O ry U W F W Z) _j / LL (n Oz � O �0U ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE FLOOR PLAN DRAWN BY: RM, ZH, AM SCALE 1/411 = 1'-0" DATE 10/25/17 SHEET # A-2mO 4'X4' PAD TYR LL (D ;I- M w 111 \/n 2' 5„ bo Tl - J in r w CL A 1 L— --J 1'-11" J J SEE 1/A5.0 FOR KITCHEN DIMENSIONS 0 0 F - T-1 I I LtJ 7x6' 131411 w N I (E) 28'2" V.I.F. 000 ALIGN I ALIGN 2'-411 14' I DIMENSION PLAN 1/4" = 1'0" I CL '— 3' 3'-7" 1 Z J Q J M a (5 (i) . . 0 SEE 1/A5.1 FOR BATHO DIMENSIONS _ -EL 0 18'7" m NOTE: ALL DIMENSIONS TO BE FIELD VERIFIED. NOTIFY DESIGNER IF THERE ARE DIMENSIONS NEEDED TO BE ALTERED IN FIELD ti X w 44" V.I. F. I w r— CL N 1 , EO r d\- N\ �4 4" V. I . F. N a N i w -j 3'-4" PERMIT# (�l�r-Z�td7 iL r BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY 1/31/17 PERMIT SET APPROVED 2/15/17 CONSTRUCTION SET FOR G.C. 3/30/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND — — — — STRUCTURE BELOW — — STRUCTURE ABOVE — — DEMO LINE OF ROOF OVERHANG FRAMED BASE WITH GLASS ® NEW 2X6 WOOD FRAMED WALL NEW 2X4 WOOD FRAMED WALL C) H� ,,e r% 0 O L L co v Q J U z <C O U W LJ. LL O Z Ir- � O � O U I ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE DIMENSION PLAN DRAWN BY: RM, ZH SCALE 1/4" DATE 10/25/17 SHEET # A -,2m (E) ROOF, RIDGE, SO VENTS (E) GUTTERS ON RESIDENCE UNLESS OTHERWISE NO' INSPECTALL GUTTERS & DOWNS RECOMMEND ANY REPAIRS (E) GARAGE TO REMAIN (N) STEPS ON GRADE SEE SITE PLAN ATTIC VENTILATION NOTE 3 TYP. 2" CONTINUOUS EAVE VENT BELOW OVERHANG.SEE NOTE 2 TYP. I 1\ V V I✓ L -T V V I I L I \ vv I 1 1 1 1/4" = 1'0" DOWNSPOUT ON BOTH SIDES ATTIC VENTILATION REQUIRMENTS IN NEW ADDITION 1. ALL EXISTING VENTS TO REMAIN ON EXISTING RESIDENCE 2. ATTIC VENTILATION IN HE CATHEDRAL CEILING MUST HAVE A MINIMUM OF 1" CLEAR AIRSPACE BETWEEN THE R-30 INSULATION AND THE ROOF SHEETING. EACH RAFTER BAY IS VENTILATED WITH A LOMANCO CONTINUOUS VENT, SEE INSTALLATION PACKET ATTACHED. F3UTTECOUNTY DEVELOPMENT SERVICES REVIEWED FOR ENCLOSED UPPER P\OOF(NEW ADDITION) CODE COMPLIANCE 600 S.F X X50= 3.99 S.F = 574.56 SQ IN REQUIRED VENTAREA ___�'72_`_�_.____ VENTILATION PROVIDED AREA VENTILATED 1. 1- 10'-3" OWENS CORNING VENTSURE RIDGE VENT X 12.5 SQ IN PER LINEAR FT 125 SQ IN IN FREE FLOWAREA 2. 1 CONTINUOUS ROOF SAVE VENT 476 SQ IN. IN FREE FLOWAREA 3. 2- 16 4" X 14" BLACK STEEL ROOF VENT X 40 SQ IN. 80 SQ IN. IN FREE FLOWAREA i TOTAL 6,91 SQ IN. IN FREE FLOW AREA m 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 617116 SUMMIT STRUCTURAL MEETING 6,15/16 PRELIM DESIGN SET 8/18/16 BIDIPERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY 1131/17 PERMIT SET APPROVED 2/15117 CONSTRUCTION SET FOR G.C. 3115117 REVISED CONSTRUCTION SET FOR G.C. 3/30/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND w 0�,- oepw- one LLIJ Q C0 O (D ry L nW w W 2 Q w U Z U ., O J LLJ U LL 0 r 0000 Z 000 U ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE ROOF PLAN DRAWN BY: RM, ZH SCALE 1/4" = 1'-0" DATE 10/25/17 SHEET # A -2R2 (N) ADDITION EAVE -s�-2327_16 — — BOTTOM OF EAST WALL (N) PERGOLA -2323_08 — — TOP OF (N) CONCRETE BLOCK 2319_5 _ RETAINING WALL BOTTOM OF (N) CONCRETE BLOCK WALL -2317.16 — (N) CONCRETE SOB A.F.F. -2314_00 . — . — LINE OF GRADE TO BE RETAINED BY CONCRETE BLOCK WALL (E) RIDGE HEIGHT t- ?327.53 — BOTTOM OF (N) ENTRY PERGOLA {� 2323.08 — (E) RESIDENCE CEILING LEVEL-- 2322.08 — — SEE SHEET NOTE #9 (E) RESIDENCE A.F.F 2314.08— CONCRETE PIERS AS PER STRUCTURAL 2X FRAMING WITH HORIZONTAL VOOD SIDING WITH NATURAL STAIN (N) ROOF VENT SEE ROOF PLAN (N) STUCCO WITH INTEGRAL COLOR T.B.D. (E) ROOF VENT TO REMAIN (E)DRIVEWAY LIGHTS TO REMAIN TYP. 12PROVIDE 4" GUTTER WITH DOWNSPOUT i I !i - - - - - - - - - - - - - - - - - - - -T CO I i I 102 I I �r �- ' rI I i s' ci 118--�Tj� ITITTITITM REMOVE (E) WALL SCONCE AND REPLACE WITH NEW / 12 a ---- - I i I L� I LJ (N) SOLDIER COURSE LINE OF (E) (N) RAISED (N) CONCRETE CONCRETE BLOCK GRADE AT PLANTER WITH SIDEWALK & RETAINING WALL BUILDING STONE FACING STEPS FILLAS REQUIRED NORTH ELEVATION 1/4" = 1'0" (E) SPOTLIGHT TO REMAIN (E) GUTTER TO REMAIN �'ai•�;�jr�� (E) AC AND CONCRETE PAD TO REMAIN, G.0 TO VERIFY IF UNIT NEEDS TO BE UPGRADED WITH THE NEW ADDITION SHEET NOTES: (E) VENT TO REMAIN ----------------------- SEE SHEET NOTE #8 (E) SPOTLIGHT TO REMAIN PROVIDE 4" GUTTER WITH DOWNSPOUT/ SEE SHEET NOTE #8 (E) GUTTER TO REMAIN I ----------------- L J ------------- L_J LJ STEPPED PLANTER WITH STONE FACING (E) FLOOR STRUCTURE (E) VENT TO REMAIN (N) ROOF VENT SEE ROOF PLAN (N) STUCCO WITH INTEGRAL COLOR T.B.D ALUMINUM JOINTAT _--- STUCCO. TYP. r -------- --_1- _--- (E)SERVICE I I I 105 UTILITIES TO REMAIN ISL O �I I U (N) SUBPANEL . ------------------------------- - --------------------------- -- — — — — — — — — — — i L --J LINE OF (E) GRADE AT BUILDING LINE OF (E) FLOOR (E) VENT TO REMAIN TYP. SOUTH ELEVATION INSULATION 1. PROVIDE INSULATION AS SPECIFIED IN TITLE 24 REPORT & ENERGY COMPLIANCE SHEET OF THESE DRAWINGS 2. ALL INSULATION MATERIAL SHALL HAVE FLAME SPREAD INDEX NOT MORE HAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE HAN 450 VENTILATION 3. PROVIDE PERIMETER VENTS FOR COMBUSTION AIR TOGAS APPLIANCES WHERE REQUIRED BY C.M.0 701 (WATER HEATER) 4. PROVIDE ATTIC VENTILATION PER C.B.0 1203.2(SEE TYPICAL DRAWINGS FOR EAVE DETAIL, EAVE VENTS, ELEVATION & ROOF VENTS 5. PROVIDE INSULATION BAFFLES TYP. AT RAFTER TAIL FOR MINIMUM 1" CLEAR VENT SPACE BETWEEN ROOF SHEATHING AND INSULATION 1/4" = 1'0" _GENERAL 6. EXISTING RESIDENCE TO REMAIN. CUTBACK ROOF A EAVE TO ACCOMMODATE NEW ADDITION. 7. G.0 TO INSPECT ALL (E) GUTTERS, REPAIR OR REPLACE AS NECESSARY 8. G.0 TO INSPECT CONDITION OF STUCCO ON EXISTING STRUCTURE. PATCH AND REPAIR AS NECESSARY, PAINT ENTIRE STRUCTURE COLOR TB.D BY OWNER 9. POWDER COATED TUBE STEEL FRAMED HANDRAILS WITH STEEL TENSION CABLES NOTE -ALL PLATE HTS. DETERMINED BY PROPOSED STRUCTURAL MEMBERS 7 CONNECTION SYSTEMS TRUE PLATE HTS. SHALL BE VERIFIED ACCORDING TO SIZES OF ACTUAL MEMBERS & FIELD CONSTRUCTION CONDITIONS 2327.16 (N) ADDITION EAVE HEIGHT 2325.25 ,yQ (N) GABLE RIDGE LINE FOR WATER SHED 2323.03 } BOTTOM OF EAST WALL (N) PERGOLA ---\\-2.322.41. (N) EAVE HEIGHT ON (E) STRUCTURE 2319,5_ TOP OF (N) CONCRETE BLOCK RETAINING WALL 9' — — 2314.004 (N) CONCRETE SOG A.F.F. (N) SOLDIER COURSE CONCRETE BLOCK RETAINING WALL 42" MIN HANDRAIL STEEL TENSION CABLES TO BE 3" APART. WHEN CABLES ARE STRETCHED, THE DISTANCE BETWEEN THEM SHOULD NOT EXCEED 4". cRMIT# 3itt-Zqd7 P(' BUTTE COUNTY DEVELOPMENT SERVICE; REVIEWED FOR CODE COMPLIANCE DATE \- 21- L Fi — Alt C) 7'amm 0 co co om LV C� V,!!w^^ wilU vJ z ^o U IJJ I- D L-- o cn ON Z 0 Q U ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE NORTH & SOUTH ELEVATIONS DRAWN BY: RM, ZH SCALE 1/41' = 1'-0" DATE 10/25/17 HEET # A-3 0 EAVE VENTING AS REQUIRED SEE ROOF PLAN NOTES LINE OF (E) ROOF RIDGE (E) RIDGE HEIGHT 2327.53 - - (N) ADDITION EAVE -2327.16 T&G WOOD SLAT ON UNDERSIDE OF (N) ROOF, PROVIDE FIRE RATED BACKING BOTTOM OF EAST -ov2323.08 - WALL (N) PERGOLA LINE OF NEW ROOF SEE SHEET NOTE # 9 TOP OF (N) CONCRETE 2319.5 - BLOCK RETAINING WALL (N) CONCRETE SOB A.F.F.-5-?314.00 - - I- 104 103 i gg 102 101 109 II 01 L i - - -- - T - -- l ilf _T - -- ;-- II� II III _ --'' III U -- I II II III I II III 7 LINE OF (E) GRADE I I�� II III III h III I I II III I I� III I I III II III III i! III I �- J EAST ELEVATION PROVIDE FRENCH DRAIN �-- LINE OF (N) SOG PATIO L 1/4" = 110" (E) ROOF TO REMAIN SEE NOTES ON ROOF PLAN LINE OF (E) CEILING STRUCTURE (E) RIDGE HEIGHT 2327.53- (E) EAVE HEIGHT ?322.08 - - (N) CONCRETE SIDEWALK- 2314.00 (E) GARAGE TO REMAIN (N) BUILT UP WOOD PLANTER WITH STONE FACING (N) CONCRETE STEPS DOWN TO GRADE I 108 107 L----- ---------------------- - LINE OF (E) FLOOR STRUCTURE -- /(E) VENT TO - REMAIN TYP. SEE SHEET NOTE #8 i PROVIDE FRENCH DRAIN BUILT UP STEPPED PLANTER WITH STONE FACING 103 ��=-II lr_-�u ---IL- LJ (N) ENTRY STEPS WITH CONCRETE SLAB ON GRADE AT BASE 1/4" = 110" L_ (N) STUCCO WITH INTEGRAL COLOR T.B.D ALUMINUM JOINTAT STUCCO. TYP. (N) CONCRETE BLOCK RETAINING WALL 2322.41(N) EAVE HEIGHT ON (E) STRUCTURE 2317.16 BOTTOM OF (N) CONCRETE BLOCK SEE SHEET NOTE #9 2323.08 BOTTOM OF ENTRY (N) PERGOLA SEE SHEET NOTE #10 2314.08 (E) RESIDENCE A.F.F. 2314.00 -- (N) ENTRY DECK STAINED DOUG FIR DECK SEE SECTION AND STRUCTURAL FOR ADDITIONAL INFORMATION LINE OF (E) GRADE CONCRETE FOOTING SEE STRUCTURAL 2X FRAMING WITH HORIZONTAL WOOD SIDING WITH NATURAL STAIN NOTES: INSULATION 1. PROVIDE INSULATION AS SPECIFIED IN TITLE 24 REPORT & ENERGY COMPLIANCE SHEET OF THESE DRAWINGS 2. ALL INSULATION MATERIAL SHALL HAVE FLAME SPREAD INDEX NOT MORE HAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE HAN 450 VENTILATION 3. PROVIDE PERIMETER VENTS FOR COMBUSTION AIR TO GAS APPLIANCES WHERE REQUIRED BY C.M.0 701 (WATER HEATER) 4. PROVIDE ATTIC VENTILATION PER C.B.0 1203.2(SEE TYPICAL DRAWINGS FOR EAVE DETAIL, EAVE VENTS, ELEVATION & ROOF VENTS 5. PROVIDE INSULATION BAFFLES TYP. AT RAFTER TAIL FOR MINIMUM 1" CLEAR VENT SPACE BETWEEN ROOF SHEATHING AND INSULATION GENERAL 6. EXISTING RESIDENCE TO REMAIN. CUTBACK ROOF A EAVE TO ACCOMMODATE NEWADDITION. 7. G.0 TO INSPECT ALL (E) GUTTERS, REPAIR OR REPLACE AS NECESSARY 8. G.0 TO INSPECT CONDITION OF STUCCO ON EXISTING STRUCTURE. PATCH AND REPAIR AS NECESSARY, PAINT ENTIRE STRUCTURE COLOR T.B.D BY OWNER 9. POWDER COATED TUBE STEEL FRAMED HANDRAILS WITH STEEL TENSION CABLES NOTE -ALL PLATE HTS. DETERMINED BY PROPOSED STRUCTURAL MEMBERS 7 CONNECTION SYSTEMS. TRUE PLATE HTS. SHALL BE VERIFIED ACCORDING TO SIZES OF ACTUAL MEMBERS & FIELD CONSTRUCTION CONDITIONS (N) ROOF VENT SEE ROOF PLAN (N) CRICKET SHED ROOF (E) RIDGE HEIGHT- 2327.53 (E) ROOF TRUSS PROVIDE RIDGE VENTING AS _l - . Y _ _ 2327.15 -�- (N) ADDITION EAVE HEIGHT 11 �� TO REMAIN REQUIRED SEE ROOF PLAN (E) ROOFING TO REMAIN i'�.�' I PROVIDE ROOF VENT, SEE ROOF PLAN '' �N GABLE RIDGE LINE -25 - FOR WATER SHED T&G WOOD SLAT ON UNDERSIDE OF (N) 2323.08 ; ROOF, PROVIDE FIRE RATED BACKING - - 223.0 BOTTOM OF (N) PERGOLA -�- � � - ,/� �I �/ I \��_ \' � I � I BOTTOM OF (N) PERGOLA HEIGHT -- r L --- (E) RESIDENCE CEILING LEVEL 2322.08 - - LINE E / 100 ----------------------I 111 � � 110 110 I ( r--------1GRADE r� r ENTRY DINING LIVING ROOM ASI I I STRUCTURE 1rrxs's.. ,as..x,z,s- 18'X 12'r 2' (N) I I I I I 2319. I I I 5 (N) CONCRETE BLOCK RETAINING WALL Efl9'(N) i I r 8' (E) SEE SHEET NOTE #9 CUT BACK (E) EAVE I I I I CONCRETE 9 4 p I TO ACCOMMODATE o I I I // I BLOCK S 3.2 0 (N) ADDITION I RETAINING 1X FACIA np np SAND AND RE -FINISH (E)� WOOD FLOORING { - -- I I -" I `WALL 2314.08 �^ \ I I I SLOPE: 1!4" PER OQ� I I 21\ ------ 23.14CONCRETE SOG A.F.F. RESIDENCE A.F.F- -tel - i - - - -- - ---- --- - - ---- --- - PROVIDE FRENCH DRAIN i I I I j AT PERIMETER WALL i I I I I I I I II --------- 3 ---- q ------- 2 �--� �---� (E) FLOORING STRUCTURE TO REMAIN A4.0 A4.0 A4.0 � - r'ERMIT # 1n(22i•iC`� �(. A 4.0 A 4.O BUTTE COUNTY DEVELOPMENT SERVICES Q REVIEWED FOR CONCRETE FSTRUCTURAL& EAST WEST SECTION CODE COMPLIANCE 1/411 = 1 im DATE L'ZZ` tf� v A� B, 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 BID SET 8/18/16 e0/PERMIT SET DRAFT 1015/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY 1/31/17 PERMIT SET APPROVED 2/15/17 CONSTRUCTION SET FOR G.C. 3/15/17 REVISED CONSTRUCTION SET FOR G.C. 3/30/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND EXISTING STUCCO NEW STUCCO CMU STONE SURFACING Q O a) Ln W Q � U Q z wo�- W � w JC) LL O r- z O N 0 -- ROUBF_N MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE EAST & WEST ELEVATIONS & SECTION DRAWN BY: RM, ZH, SCALE 1/4" = 1'-0" DATE 10/25/17 SHEET # A�3m (E) WOOI (E) FLOOR SH (E) FOOTING TO REMAIN (E) STUD (E) SHEATHING (E) STUCCO 2 PIECE 26 GA. GALV. FLASHING COMPOSITE DECKING T.B.D. DECK JOIST PERI STRUCTURAL 1a. STEM WALL PER STRUCTURAL (E) SHEATHING (E) STUCCO 'a ' (E) FOOTING TO REMAIN 1 " = 1'-0" PERGOLA POST PER STRUCTURAL .MING SEE RAL SLOPE GRADE AWAY FROM DD FLOOR - i- STRUCTURE .I 3RADE PER STRUCTURAL PROVIDE 2" CONCRETE CAP SLOPE AWAY I..Y FROM POST AS i,�I�1 '' FULLY GROUTED 8" CMU BLOCK REQUIRED AS PER STRUCTURAL I PROVIDE RIGID PROVIDE RESISTIVE BARRIER INSULATION IF NEEDED PROVIDE RESISTIVE - - SEE STRUCTURAL BARRIER SHEETS FOR ALL REBAR GRAVEL REQUIREMENTS CONCRETE SLAB ON GRADE PER STRUCTURAL -I 11=1 I I -i I I-1 11=1 I C_I 1 PROVIDE FELT STRIP ��;-Ii111!=F1-F=-­M=-11TI=Ili1�i!-,��,- —!I I i--11 I— = 11=. ! I—I I -III-11 iT1I Irl 1=III-,I I i-=1 i1= PROVIDE FRENCH DRAIN PROVIDE FRENCH DRAIN 11T Ii1I- 111- 7 _ III lr I- I ' I 11=111 11-1=1 � i=1 ll=lam =III --1 I I-1 1 1=111=i'� 1 1111=LII=III=Ill III_III_111=1�.�-111 III --I I' 111 -III -I I -I 1 -III I I -I 111-1 1 1 1 1 ! 111= E TA i I' I N G WA L L Illi -III II! -111 �!� III 111 1i1-! 1�1=11� nl_I�1 3 LI—! l 1—III I 11 III 111— 111—I 1_11 I I—_ ! I-1 I I -1 i1 111 1J —I !EE! �Ed U -i I III • • ° • I I_I I I I I_I -III—_ _I' I-111=111 III=ill Ili -11 ' I 111= nllll 11 llllll, II 1111111111 Iu 1111111 III=i IIIiTr -0" (E) GYPSUM BOARD (E) ENGINEERED HARDWOOD FLOOR TO BE RE-FINSIHED FLASHING NOTE (E) FLOOR JOISTS TO REMAIN FLASHING NOTE: INSTALL SHINGLE STYLE FLASHING TO PREVENT WATER INTO THE WALL CAVITY WHERE THE WOOD DECK IS IN CONTACT WITH THE EXTERIOR STUCCO AND FRAMING OF THE EXISTING WALL. THE FLASHING MUST BE CORROSION RESISTANT DECK DETAIL 1" = it - NOTE: ALL DRAWINGS ON THIS SHEETARE TYPICAL DETAILS SHOWING CONSTRUCTION TYPE. ALL STRUCTURAL INFORMATION FOR CONSTRUCTION, SUCH AS FOUNDATIONS, REBAR, FRAMING, FASTENING SYSTEMS, AND NAILING SCHEDULES ARE ON STRUCTURAL SHEETS PROVIDED. OSB ROOF SHEATHING SEE SHEATHING AND NAILING PER n STRUCTURAL PROVIDE LASHING AS —� REQUIRED OVERHANG PER PLAN 3C OSI FULLY GRC BLOCK SEE CONCRETE WOOF ROOF SHINGLES PER PLAN R-30 BATT INSULATION 2X12 DF @ 16" O.0 2X DOUBLE TOP PLATE TYP.PERIMETER WALL 6 DF #2 STUDS @ 16" O.0 (EXT. kLLS) AND LOAD BEARING WALLS (LESS OTHERWISE NOTED 21 BATT INSULATION 1'6 PT DF BOTTOM PLATE GID INSULATION YPSUM BOARD PAINTED FINISH 2X FLAT STUD FRAMING (N) ENGINEERED HARDWOOD FLOOR (N) SUB FLOORING AS REQUIRED (N) CONCRETE SLAB ON GRADE PROVIDE 1" RIGID INSULATION PROVIDE RESISTIVE BARRIER GIRDER PER S' PRE -CAST CONCRETE PIER W /REDWOOD BLOCK 'DECKING I.D. dG TYPICAL PIER 1 " = 1'-0" OSB ROOF SHEATHING & NAILING PER STRUCTURAL 2X DOUBLE TOP PLATE HEADER SEE STRUCTURAL PAINTED GYPSUM BOARD INT. FINISH R-21 BATT INSULATION 2X6 DF #2 STUDS @ 16" O.0 (EXT. WALLS) AND LOAD BEARING WALLS UNLESS OTHERWISE NOTED HEADER AS PER STRUCTURAL ENGINEERE FI PLYWOOD SUB FI AS R MINUMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6" BETWEEN THE BASE COURSE OR SUB GRADE AND THE CONCRETE FLOOR SLAB PROVIDE 1" RIGID INSULATION NOTES: 1. FOOTINGS INTO AND AGAINST UNDISTURBED SOIL 2. NO PLATES OR SILLS OTHER THAN FOUNDATION GRADE OR PRESSURE TREATED DOUGLAS FIR 3. SEE STRUCTURAL SHEETS FOR THE SIZES & CONNECTION DETAILS MIN. v.. G SEE STRUCTURAL ROOFING PER PLAN : ASCIA BOARD ITT INSULATION ENT SEE ROOF PLAN STUCCO HOUSE WRAP ALL SHEATHING SEE HING AND NAILING PER TURAL 3E FLASHING AT ITION )LA BEAM PER 7URAL R BOARD FOR )LA SEE .TURAL 1NG AS RED GLASS SLIDER 2 PIECE 26 GA. GALV. FLASHING AS REQUIRED GRAVEL PROVIDE FRENCH DRAIN SEE STRUCTURAL SHEETS FOR ALL REBAR REQUIREMIENTS PERMIT #_j1L4--1 0? fL BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE �L By — TYPICAL WALL SECTION 1" = 1'-0" 713 BURNT RANCH WAY CHICO, CA 95973 ' 310-430-8466 WWW.DESIGNSI.NET 8/18/16 BIDIPERMIT SET DRAFT 10/5i16 BID/PERMIT SET FINAL 12/9/15 RE SUBMIT TO COUNTY 1/31/17 PERMIT SET APPROVED 2/15/17 CONSTRUCTION SET FOR G.C. 3/15/17 REVISED CONSTRUCTION SET FOR G.C. 3/30/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND W ff 111111 .0 OM ■■ �/ 1 F— � W Q co Qvo U uj P W ,J C) 0 �® o Z p c) lu ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE DETAILS DRAWN BY: RM, ZH SCALE 1" = 1'-0" DATE 10/25/17 SHEET # A-400 It SHEET NOTE #5 SHEET NOTE #6 m SHEET NOTE #3 (E) FAN TO REMAIN 11 SHEET NOTE #4 F_m 7 " I L�J REMOVE (E) S LIGHTS AND �\ REPLA WITH NEW, I SEL ION T.B.D GENERAL/SHEET NOTES: O (E) LIGHT & FAN TO REMAIN O 11 J � L u o00 SHEET NOTE #7 SHEET NOTE #3 -------------- I / 1 crn GFI � - - -� Gi IN vv 0 I --- o ELECTRICAUMECHANICAL PLAN 1. ALL EXISTING LIGHT FIXTURES, SWITCHES,OUTLETS AND SYSTEMS TO REMAIN UNLESS OTHERWISE NOTED ON PLAN 2. ALL EXISTING LIGHT SWITCHES TO THEIR EXISTING LIGHTS TO REMAIN UNLESS OTHERWISE NOTED ON PLAN 3. ALL EXISTING EXTERIOR LIGHTS TO REMAIN UNLESS OTHERWISE NOTED 4. IN BATHROOM, REMOVE ALL EXISTING LIGHT FIXTURES, OUTLETS AND SWITCHES AND REPLACE WITH NEW ELECTRICAL COMPONENTS SHOWN IN PLAN 5. IN LAUNDRY, REMOVE ALL EXISTING ELECTRICAL, MECHANICAL, AND PLUMBING SYSTEMS ON DEMOED WALL AND RE -LOCATE ON NEW WALL. ALL OTHER EXISTING ELECTRICAL TO REMAIN 6. IN KITCHEN, REMOVE (E) CEILING LIGHT AND REPLACE WITH RECESSED CAN LIGHTS. (E) LIGHT SWITCH AND WIRING TO REMAIN FOR (N) LIGHTS 7. G.0 TO CHECKALL EXISTING UTILITIES (GAS AND ELECTRICAL) TO VERIFY IF UTILITIES WILL NEED TO BE UPGRADED TO ACCOMMODATE NEW ADDITION 8. ALL EXISTING VENTS IN FLOOR TO REMAIN 9. ALL SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED TO HAVE A 10 YEAR BATTERY BACKUP. 1/4" = 1'0" MECHANICAL NOTES REMOVE EXISTING EXTERIOR SPOTLIGHTS ON EXISTING EAST WALL HOSE BIB 1. HOUSE SHALL HAVE HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES AT 3' ABOVE FLOOR IN ALL HABITABLE ROOMS. THE CONTRACTOR SHALL INSPECT EXISTING UNITAND ETERMINE IF IT IS CAPABLE OF KEEPING THESE TEMPERATURES. IF IT CANNOT, THEN A NEW THEN THE UNIT WILL HAVE TO BE UPGRADED OR A NEW UNIT WILL BE PURCHASED AND INSTALLED 2. FURNACE INSTALLATIONS SHALL BE IN COMPLIANCE WITH TITLE 24 REPORT FOR THIS PROJECT. DUCT LAYOUT SHALL BE DESIGNED BY A LICENSED MECHANICAL CONTRACTOR EXPERIENCED AND QUALIFIED TO DESIGN SYSTEM FOR PROPER AIR FLOW TO EACH REGISTER TO PROVIDE EVEN DISBURSAL OF AIR APPROPRIATE FOR EACH SPACE TO BE COMFORTABLE 3. CLOTHES DRYER SHALL HAVE A RIGID METAL DUCT VENTED TO OUTSIDE WITH A BACK DRAFT DAMPER ON A HOODED OUTSIDE TERMINUS. USE 4" DUCTAND MAX 2 ELBOWS IF LENGTH OF DUCT IS LESS THAN 14'. DUCT SHALL NOT TERMINATE WITHIN 3 FEET OF ANY OPENING INTO THE BUILDING 4. CLOTHES DRYER AND DOMESTIC RANGE EXHAUST DUCT SHALL BE METAL WITH SMOOTH SURFACES. FLEXIBLE DUCT SHALL BE LIMITED TO 6 FEET IN LENGTH MAX. 5. FURNACE AND WATER HEATER INSTALLATION SHALL COMPLY WITH CMC CHAPTERS 3 AND 9 AND CPC 507. COMBUSTION AIR SHALL COMPLY WITH CHAPTER 7 6. OUTDOOR A/C SUCTION LINE INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM UV DETERIORATION OR PHYSICAL DAMAGE PER CEES 150(J)2 7. BATHROOM EXHAUST FAN RATING SHALL BE A MINIMUM 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. FANS SHALL BE ENERGY STAR COMPLIANT AND PROVIDED WITH HUMIDITY CONTROL. ELECTRICAL LEGEND 6 DUPLEX RECEPTACLE G RECESSED LIGHT FIXTURE 6, FOUR PLEX RECEPTACLE #WATER PROOF LIGHT FIXTURE BFI GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE L-! J FLUORESCENT LIGHT FIXTURE 220 V RECEPTACLE ® LOW VOLTAGE PATHWAY LIGHT FIXTURE O FLOOR RECEPTACLE LED STRIP SINGLE POLE SWITCH i TELEPHONE OUTLET 3 THREE WAY SWITCH © CHIME 5 DIMMER SWITCH Tv T.V. OUTLET 5� LOW VOLTAGE SWITCH � EXHAUST FAN WALL MOUNTED LIGHT FIXTURE E THERMOSTAT #CEILING MOUNTED LIGHT FIXTURE ® 110 VOLT SMOKE DETECTOR ❑® CEILING MOUNTED SQUARE LIGHT WITH FAN E MAIN ELECTRICAL PANEL ❑❑ CEILING MOUNTED SQUARE LIGHT WITH FAN •-� /�� CEILING FAN WITH LIGHT FIXTURE 1! AL NOTES ELECTRIC 1. ALL WIRING TO BE NON-METALLIC SHEATHED CABLE. 2. ALL ELECTRICAL WIRING SHALL MEET CURRENT N.E.C. STANDARDS AS WELLAS THE AUTHORITY HAVING JURISDICTION CODES. 3. ALL CONDUCTORS SHALL BE SIZE 12 A.W.G. OR LARGER 4. ALL BATH, KITCHEN, GARAGE, EXTERIOR OUTLET S, AND ANY OTHER OUTLET WITHIN 6' (FEET) OF A SINK OR ANY WATER SOURCE, SHALL BE G.F.I. 5. ALL EXTERIOR OUTLETS TO BE G.F.I. AND WATERPROOF. 6. ALL LIGHTING IN WET/DAMP LOCATIONS (TUB/SHOWER) TO BE WATERPROOF. 7. THE N.E.C. REQUIRES AN ADDITION 20 AMP BRANCH CIRCUIT PROVIDED FOR BATH AND LAUNDRY ROOMS. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. 8. ELECTRICAL CONTRACTOR TO VERIFY ALL FIXTURE AND DEVICE LOCATIONS WITH OWNER. 9. ELECTRICAL CONTRACTOR SHALL RE -WIRE FOR TELEPHONES AND OUTLETS. 10. SMOKE DETECTORS SHALL BE PROVIDED IN COMPLIANCE WITH LOCAL BUILDING CODE AS SHOWN ON DRAWINGS, DIRECT WIRE W/ BATTERY BACKUP. 11. ELECTRICIAN SHALL INSTALLALL BUILT-IN APPLIANCES. 12. ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT RECEPTACLE WITHIN 25 FEET OF MECHANICAL EQUIPMENT AND AN ELECTRICAL DISCONNECT ADJACENT TO MECHANICAL EQUIPMENT. A PERMANENT ELECTRICAL OUTLET (CONTROLLED BYA SWITCH LOCATED AT THE PASSAGEWAY OPENING) SHALL BE PROVIDED AT OR NEAR ATTIC MOUNTED FURNACES, PROVIDE COMBUSTION AIR FOR ALL FUEL BURNING APPLIANCES. 13. PROVIDE MINIMUM 200 AMP ELECTRICAL SERVICE. 14. IN THE KITCHEN, DINING ROOM, OR SIMILAR AREA OF A DWELLING UNIT, THE TWO OR MORE 20 -AMPERE SMALLAPPLIANCE BRANCH CIRCUITS REQUIRED SHALL SERVE ALL RECEPTACLE OUTLETS AND RECEPTACLE OUTLETS FOR REFRIGERATION EQUIPMENT, COUNTER TOP RECEPTACLES SHALL BE PROVIDED WITH MINIMUM OF TWO SMALL APPLIANCE BRANCH CIRCUITS. 15. ONE OUTLET ON A SEPARATE 20 AMP CIRCUIT MUST BE PROVIDED FOR THE LAUNDRY AREAAND BE WITHIN! 6' OF THE INTENDED LOCATION OF THE APPLIANCE. THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 16. METAL WATER PIPE AND OTHER METAL PIPING THAT MAY BECOME ENERGIZED TO THE SERVICE EQUIPMENT SHALL BE BONDED. 17. THE GROUNDING ELECTRODE SYSTEM SHALL BE IN ACCORDANCE WITH N.E.C. ARTICLE 250-81(C). MINIMUM 20 FEET OF 34 COPPER LOCATED NEAR BUT NOT ON THE BOTTOM OF THE FOOTING. GROUNDING ELECTRODE CONDUCTOR SHALL BE CONTINUOUS TO PANEL BOARD. 18. ALL OUTLETS IN THE GARAGE TO BE a? 18" ABOVE THE FLOOR MINIMUM. 19. ALL FIXTURES AND SPECIAL FEATURES TO BE DETERMINED BY THE OWNER AND APPROVED BY THE CONTRACTOR. 20, ALL LIGHTING SHALL COMPLY WITH THE LIGHTING MEASURES AS OUTLINED IN THE MF -IR OF THE ENERGY CALCS. 21. G.0 TO DISCUSS ALL AV EQUIPMENT & WIRING NEEDED WITH OWNER PRIOR TO INSTALLATION 22. PHONE WIRE SHALL BE 5 WIRE MIN. SYSTEM TO ALLOW MULTIPLE PHONE LINES IN HOUSE. MOUNTING HEIGHT OF ELECTRICAL OUTLETS SHALL BE 14: UNLESS OTHERWISE INDICATED. 23. LABELALL CIRCUITS IN PANEL BOX. PROVIDE SEPARATE 20 AMP CIRCUITS FOR EACH BATHROOM AND ALSO FOR LAUNDRY ROOM 24. ALL NEW OUTLETS IN BEDROOMS SHALL BEAFCI (ARC FAULT CIRCUIT INTERRUPTER) PROVIDE MINIMUM 2 SMALLAPPLIANCE BRANCH CIRCUITS FOR THE KITCHEN LIMITED TO SUPPLYING WALLAND COUNTER SPACE OUTLETS ONLY 25. IF PROJECT CALLS FOR GROUND AT THE ELEC OR FOUNDATIONS PLAN, THEN PROVIDE AN APPROPRIATELY SIZED COPPER WIRE FROM ELEC BOX INTO CONCRETE FOUNDATION CLAMPED 20' ALONG LENGTH OF LOWEST $" REBAR 26. SMOKE DETECTORS: PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS AS SHOWN ON FLOOR PLANS 27. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE TAMPER RESISTANT RECEPTACLES PER CEC 406.12 28. ANY FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR IS LARGER THAN 16 "SHOULD BE SECURELY FASTENED WITH MOR THAN JUST THE OUTLET BOX THAT COMES WITH THE FIXTURE. THESE FIXTURES SHOULD BE INSTr.LLED V��TH A FASTENER N THAT IS SECURED INTO THE CEILING FRAMING PERMIT# ��'-'Z-`�7 - BUTT E COUNTY DEVELOPMENT SERVICES nr\►tcW r) r:p COU C;C.3rN1FL.I/3,Nt�e 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 8118/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 1219/16 RE SUBMIT TO COUNTY 1131/17 PERMIT SETAPPROVED 2115/17 CONSTRUCTION SET FOR G.C. 3130/17 REVISED CONSTRUCTION SET FOR G.C./OWNER 10/25/17 REVISED PERMIT SET TO OWNER LEGEND FRAMED BASE WITH GLASS INEW WALL (N) ELECTRICAL LINE AIR VENT MECHANICAL DUCTING CARBON MONOXIDE ALARM w (0 O a-) L w Q C/) (.) z m Er WUmm W ry_ \- u- / Cn O z N Q U 7 ROUBEN MOHIUDDIN ASSOC. AIA, CID # 29769 DRAWING TITLE ELECTRICAL/MECHANICAL PLAN DRAWN BY: RM, ZH, AM SCALE 1/4" = 1'-0" DATE 10/25/17 SHEET # E�l ■ 0 Q�pFESS/ONq K. 19 X 1 rT1 �No. 75688' /30/18 JJ• CIV 1 \- glFOF CALF 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 4J� 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J O LIJ :EV IW LU W p _..I z O z= 00 �=o Q 00 Wz U� W Q ®U � LL LU r..l QO U N Q REVISIONS: &OWNER REV. 4/13/17 a2 OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: _NTS DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: S160 AT ALL OTHER AREAS. STOVE, ETCETERA. DATE ( •Z�--- BY 1316-2407 I)6 072-410-013 11/28/2017 P( ' GENERAL NOTES 1. GENERAL 3. CONCRETE / REINFORCING CONTINUED 6. FRAMING / LUMBER CONTINUED 9. DESIGN LOADS A) ALL WORK SHALL CONFORM TO THE 2013 CBC AND ALL APPLICABLE LOCAL CODES. G) SAW -CUT TOP 3/4" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 1(0'-0" WHERE C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS A) THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC CHAPTER 16, SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED T-0" WHERE SLAB IS DIVISIONS I, 11, III, AND IV U.N.O.: B) THE ENGINEER (SUMMIT STRUCTURAL DESIGN) HAS PROVIDED AND 15 RESPONSIBLE FOR UN -REINFORCED. 6-4 POSTS/TRIMMERS: SPECIFIC STRUCTURAL ITEMS ONLY. ALL OTHER REQUIREMENTS OF THE BUILDING CODE B) SEISMIC: INCLUDING WATERPROOFING, FIREPROOFING, DRAINAGE, DISABLED ACCESSIBILITY, EGRESS 1) REINFORCEMENT COVER SHALL BE AS FOLLOWS: A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH SEISMIC IMPORTANCE FACTOR: 1 REQUIREMENTS, PARKING, AND ALL OTHER DESIGN REQUIREMENTS [NOT SPECIFICALLY SHOWN EQUIVALENT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. MAPPED SPECTAL RESPONSE ACCELERATIONS: Ss = 0.616, S1 = 0.255 IN THE STRUCTURAL DESIGN CALCULATIONS, ARE THE RESPONSIBILITY OF THE CONTRACTOR OR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" SEISMIC SITE CLASS: D OWNER. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CONCRETE WITH SOIL OR WEATHER EXPOSURE: B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.537, SD1= 0.322, Cs = 0.08 DOCUMENTS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER #5 BARS AND SMALLER 1 %" TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. SEISMIC DESIGN CATEGORY: D WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. #6 BARS AND LARGER 2" BASIC SEISMIC -FORCE -RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" 6-5 WALL FRAMING: SEISMIC BASE SHEAR: 4.6 KIPS C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS RESPONSE MODIFICATION FACTOR: R = 6.5 SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP BOTTOM REINFORCING (60) A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION„ AND SHALL PROVIDE ALL BAR DIAMETERS U.N.O. AND LAP TOP REINFORCING, PLACED ABOVE 12" OF CONCRETE OR WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD. TOP PLATE SPLICES OF STUD MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE MORE, (80) BAR DIAMETERS U.N.O. WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE C) WIND: STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, SPLICE IS INTERRUPTED, USE ST6224 STRAP U.N.O. WIND SPEED: 110 MPH BRACING, SCAFFOLDING, ETCETERA. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. WIND EXPOSURE: C B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0". D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND D) LIVE LOADS: THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, ROOF 20 PSF (26 PSF SNOW) CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. USE SIMPSON SET EPDXY WITH ANCHOR OF SAME DIAMETER WITH 7" EMBEDMENT IN FLOOR 40 PSF CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND 5. MASONRY ICC REPORT. ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. A) CEMENT MASONRY UNITS SHALL CONFORM TO CBC STANDARD 21-4, GRADE N, TYPE I, AND D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSERABB ff mu"' E I AT lu" V N SO SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). F) ALL WATERPROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAiGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER CBC SECTION E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE AB ANCHOR BOLT K KIPS 2105.3. NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. ADD'L ADDITIONAL L ANGLE G) SHOP DRAWINGS: SHOP DRAWINGS ARE SUPERCEDED BY THE STRUCTURAL DRAWINGS UNDER ADJ ADJACENT LLH LONG LEG HORIZ. ALL CIRCUMSTANCES. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY ALT ALTERNATE LLV LONG LEG VERT. FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. REVIEW OF SHOP DRAWINGS BY WITH A MINIMUM STRENGTH OF 2,000 PSI. WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ARCH ARCHITECTURAL LONG LONGITUDINAL THE ENGINEER OF RECORD DOES NOT GUARANTEE IN ANY WAY THE THE SHOP DRAWINGS ARE ACCEPTABLE ALTERNATIVE. BLDG BUILDING LSL LONG SLOTTED HOLE CORRECT, NOR DOES IT INFER THATTHEY SUPERCEDE THE STRUCTURAL DRAWINGS. D) LAP REINFORCING THE GREATER OF 80 BAR DIAMETERS OR T-0". BLKG BLOCKING LVL LAMINATED VENEER LUMBER G.) SEE NOTE 6-1 D FOR SILL AND ANCHOR BOLT SPECIFICATIONS. BM BEAM MAX MAXIMUM H) WALL FINISH SYSTEMS SUCH AS STUCCO SHALL BE APPLIED OVER FOAM BASE OR OTHER E) LOCATE ANCHOR BOLTS WITHIN 2 OF THE CENTER OF A CELL. BOTT (B) BOTTOM MB MACHINE BOLTS METHOD OF ADEQUATELY ALLOWING THE FINISH TO EXPAND AND CONTRACT WITHOUT H.) WALL FRAMING RECEIVING NAILING AT 3" ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. BTF BEAT TO FIT MECH MECHANICAL CRACKING. THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEFECTS IN THE PER PLANS AND DETAILS. BTWN BETWEEN MFR MANUFACTURER FINISHES. 6. FRAMING/LUMBER CB CARRIAGE BOLTS MIN MINIMUM 6-6 CONNECTIONS: CCJ CONTROLJOINT MlSC. MISCELLANEOUS I) SPECIAL INSPECTION: SPECIAL INSPECTION PER SECTION 1701 OF THE CBC SHALL BE PROVIDED 6-1 MATERIALS: CIP CAST -IN-PLACE CONCRETE MTL METAL FOR THE FOLLOWING TYPES OF CONSTRUCTION: A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. CJ CONSTRUCTION JOINT (N) NEW A.) SHEATHING: CLR CLEAR NS NEAR SIDE WELDING OF STRUCTURAL OR REINFORCING STEEL 1. ROOF SHEATHING: SEE PLANS B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE CMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR EPDXY/MECHANICAL CONCRETE ANCHORS 2. FLOOR SHEATHING: SEE PLANS WASHERS WHERE BEARING AGAINST WOOD. COL COLUMN NTS NOT TO SCALE MASONRY 3. WALL SHEATHING: SEE PLANS CONC CONCRETE OC ON CENTER C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED CONN CONNECTION OD OUTSIDE DIAMETER THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE STRUCTURAL ENGINEER AND BUILDING B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. BEFORE CLOSING IN OR AT COMPLETION OF JOB. CONSTR CONSTRUCTION OH OPPOSITE HAND DEPARTMENT, SHALL BE ICBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. CONT CONTINUOUS OPNG OPENING WITH THIS TYPE OF PROJECT. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. CONTR CONTRACTOR OVS OVERSIZE ROUND HOLE IN ACCORDANCE WITH CBC 2303.1.3, AITC A190.1, AND ASTM D 3737. BEAM INSPECTION CP COMPLETE PENETRATION PDF POWDER DRIVEN FASTENER CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME CTR CENTER PERP PERPENDICULAR 2. SITE WORK / FOUNDATIONS INSPECTION IN ACCORDANCE WITH CBC 1704.2. 7. STRUCTURAL STEEL CTSK COUNTERSINK PL PLATE DBL DOUBLE PLWD PLYWOOD A) ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2 (NO SOILS REPORT C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 3100 PSI AND A) STRUCTURAL STEEL: ROLLED STEEL SHAPES, PLATES, AND BARS SHALL CONFORM TO ASTM DF DOUGLAS FIR PLCS PLACES PROVIDED). FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481. A-36. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-992. DF -L DOUGLAS FIR - LARCH PP PARTIAL PENETRATION DIA DIAMETER PT PRESSURE TREATED B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER B) STRUCTURAL TUBES: STRUCTURAL TUBES SHALL CONFORM TO ASTM A-500 GRADE B. DJ DOUBLE JOIST P/C PRECAST CONCRETE HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED ANCHOR BOLTS AND 3" X 3" X.229" PLATE WASHERS LOCATED AT 6'-0" O.C. MAX. WITH EA EACH P/T POST -TENSIONED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. RE -TREAT CUT ENDS C) ALL WELDING SHALL BE ELECTRIC ARC WELDING, AND SHALL BE PERFORMED ONLY BY EF EACH FACE REINF REINFORCEMENT WHERE REQUIRED. EXPERIENCED, QUALIFIED WELDERS. ELECTRODES SHALL BE E60 XX FOR METAL DECK AND E70 XX EL ELEVATION (DATUM) REQ'D REQUIRED C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. OTHERWISE, UNLESS SPECIFICALLY NOTED OTHERWISE. WELDING SHALL CONFORM TO ELEV ELEVATION (VIEW) OR ELEVATOR SC SLIP CRITICAL ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE AWS D1.1. EN EDGE NAILING SEOR STRUCTURAL ENGINEER OF THE CONSTRUCTION OF THE FOUNDATIONS. W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. EQ EQUAL RECORD D) UNSPECIFIED WELDS: WELDS NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS. WELD SIZE ES EACH SIDE SHTG SHEATHING D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, 1. STUDS SHALL BE STUD GRADE OR BETTER. SHALL BE PER AISC SPECIFICATIONS FOR THE THICKER PART OF THE JOINT. (E) EXISTING SIM SIMILAR AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW 2. ALL POSTS SHALL BE DF -L #1 U.N.O. EXP EXPANSION SOG SLAB -ON -GRADE FROSTLIKE (12" TO 24" AS PER LOCAL REQUIREMENTS). 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. E) ALL STEEL SHALL BE SHOP PAINTED, UNLESS ENCASED IN CONCRETE, GROUTED MASONRY, OR EXT EXTERIOR STD STANDARD 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. SPRAYED FIREPROOFING, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. EW EACH WAY STIFF STIFFENER E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. 5. CONCEALED BEAMS SHALL BE DF -L #2. FF FINISH FLOOR STL STEEL 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER). F) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND FIN FINISH SQ SQUARE F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 5% AWAY FROM ALL 7. ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. PROVIDED NEW AND WITHOUT EXCESSIVE RUST. FJ FLOOR JOIST SS STAINLESS STEEL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. FLR FLOOR SWS SHEAR WALL SCHEDULE F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" G) HIGH STRENGTH BOLTS: CONTACT FACES AT CONNECTIONS WITH HIGH STRENGTH BOLTS SHALL FNDN FOUNDATION SYM SYMMETRICAL G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. OF FOUNDATION, NAILS SHALL BE GALVANIZED. NOT BE PAINTED. FOHC FREE OF HEART CENTER T&B TOP & BOTTOM FOS FACE OF STUD TO(P) TOP OF (PLYWOOD) H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND H) BEARING BOLTS: UNLESS SPECIFICALLY NOTED, ALL CONNECTIONS SHALL USE BEARING (N) TYPE BOLTS. FS FAR SIDE TOC TOP -OF -CONCRETE PROVIDED NEW AND WITHOUT EXCESSIVE RUST. FTG FOOTING TOF TOP -OF -FOOTING 1) USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE 1) SLIP CRITICAL BOLTS: SLIP CRITICAL (SC) CONNECTIONS SHALL USE LOAD INDICATOR WASHERS PER THE GA GAUGE TOS TOP -OF -STEEL TO DRAIN TO DAYLIGHT. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG -TIE CO., OR ENGINEER APPROVED MANUFACTURER'S RECOMMENDATIONS. GALV GALVANIZED TOW TOP -OF -WALL EQUIVALENT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED GLB GLUE -LAM BEAM TN TOE NAIL J.) FOR FOOTINGS PLACED ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST WITH RECOMMENDED FASTENERS. USP HARDWARE MAY BE USED IN LIEU OF SIMPSON J) MOMENT CONNECTIONS: ALL MOMENT CONNECTIONS, WHERE SHOWN ON THE PLANS, SHALL USE SLIP HDG HOT DIPPED GALVANIZED TYP TYPICAL APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 1808.7.1 OF 2013 CBC. THIS HARDWARE WITH WRITTEN APPROVAL FROM STRUCTURAL ENGINEER OF RECORD. ALL METAL CRITICAL BOLTS. HDR HEADER UNO UNLESS NOTED OTHERWISE ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO HANGERS, CONNECTORS, AND FASTENERS IN CONTACT WITH PRESSURE TREATED WOOD SHALL HGR HANGER (SIMPSON) VERT VERTICAL SECTION 1808 OF THE 2013 CBC. BE STAINLESS STEEL OR OTHERWISE CERTIFIED BY THE MANUFACTURER TO RESIST CORROSION HORIZ HORIZONTAL WP WORKPOINT CAUSED BY THE SPECIFIC TREATMENT APPLIED TO THE WOOD AND/OR METALS. 8. ROOF FRAMING ID INSIDE DIAMETER WWF WELDED WIRE FABRIC K.) WHERE LOADING TO EXISTING FOUNDATIONS IS NOT SUBSTANTIALLY INCREASED OR MODIFIED, INT INTERIOR W/ WITH NO DESIGN RECOMMENDATIONS HAVE BEEN MADE FOR THE SUITABILITY OF THE EXISTING I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE 8-1 CUT AND STACKED ROOF FRAMING: JST JOIST W/0 WITHOUT FOUNDATIONS. ONLY THOSE FOUNDATIONS WHERE LOADS HAVE BEEN ADDED BY A SECOND INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF L/480 1T JOINT STORY HAVE BEEN INCLUDED IN THE DESIGN. THE OWNER SHALL BE ADVISED THAT EXISTING UNLESS NOTED OTHERWISE. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER A.) CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING FOUNDATIONS MAY NOT BE STRUCTURALLY ADEQUATE AND SETTLEMENT, CRACKING, AND STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1-3/4" LVL RIM AT ALL LOCATIONS WHERE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (CHAPTER 23). PURLINS, BRACES, OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF THIS LEDGERS ARE USED (SUCH AS DECK LEDGERS). INTERMEDIATE SUPPORTS, AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT DESIGN. IF REVIEW OF THE EXISTING FOUNDATIONS IS REQUIRED, A GEOTECHNICAL ENGINEER SHOULD BE CONTACTED TO DETERMINE THE EXTENT AND ADEQUACY OF THE EXISTING, ARE CAPABLE OF TRANSMITTING ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. SHEET IND 6-2 GENERAL FRAMING: UN-MODIFIED PORTIONS OF THE FOUNDATIONS. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 2013 CBC TABLE 2304.9.1. 1. RAFTER MAXIMUM SPANS 3. CONCRETE / REINFORCING B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE A. 2X6 DF -L#2: 9'-0" S1.0 STRUCTURAL NOTES AND ABBREVIATIONS MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. B. 2X8 DF -L #2: 12'-0" A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 3,000 PSI (DESIGN BASED ON C. 2X10 DF -L #2: 16'-6" S2.1 FOUNDATION AN a ►f-�► WALL F R MING PLAN 2,500 PSI U.N.O.). C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD AND SHALL BE TYPE If OR CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED 2. MINIMUM BRACE SIZE = 2X6 S2.2 r ROOF E RA M I G PLAN FRAMING C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT I !3{�� TYPE III LOW ALKALI. FRAMING FROM THE EFFECTS OF SHRINKAGE. 3. MAXIMUM BRACE SPACING = 4'-0" O.C. c S3.1 TYPICAL DETAILS D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE D.) ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED 4. PURLIN SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. ALKALI REACTIVE AS DETERMINED BY ASTM C-227, 289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A OR BE OF MATERIAL THAT IS NATURALLY RESISTANCE TO DECAY. B.) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CONVENTIONALLY FRAMED S3.2 TYPICAL DETAILS � Provide special inspection reports to MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. 6-3 BEAM FRAMING: ROOF SYSTEM WITH TIES AND SUPPORTS BRACING ALL ELEMENTS TO THE FOUNDATION. THE �t` the Building Inspector for review and ENGINEER HAS MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, C 3.3 J TYPICAL D ET DETAILS LC /�►! •J approval prior to final building field E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS AND HAS PROVIDED GENERAL CONNECTION DETAILS TO COVER THE MAJORITY OF CONDITIONS, inspection LATEST EDITION OF THE ACI 318. SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. BUT HAS NOT PROVIDED ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS S3.4 TYPICAL c CAL D ETAI LS NECESSARY FOR THE ROOF TO PERFORM IN ACCORDANCE WITH THE LOADING CRITERIA. IF ANY F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. SUMMIT STRUCTURAL DESIGN RECOMMENDS B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL SPECIFIC ELEMENT OF THE ROOF FRAMING SYSTEM IS NOT SHOWN AND DETAILED CONNECTION THE FOLLOWING AS A MINIMUM SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE CRITERIA IS REQUIRED, PLEASE CONTACT THE ENGINEER FOR ADDITIONAL INFORMATION. PERMIT# WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH BUTTE COUNTY DEVELOPMENT SERVICES MOISTURE BARRIER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT REVIEWED FOR MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING CODE COMPLIANCE Q�pFESS/ONq K. 19 X 1 rT1 �No. 75688' /30/18 JJ• CIV 1 \- glFOF CALF 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 4J� 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J O LIJ :EV IW LU W p _..I z O z= 00 �=o Q 00 Wz U� W Q ®U � LL LU r..l QO U N Q REVISIONS: &OWNER REV. 4/13/17 a2 OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: _NTS DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: S160 AT ALL OTHER AREAS. STOVE, ETCETERA. DATE ( •Z�--- BY 1316-2407 I)6 072-410-013 11/28/2017 P( ' a - r7 L- F SKEWED HUC H TYP DECK BRACING F'LN NU I L J, ITN. SLOPE PER ARCH I L AS REQUIRED � I I � � I � I I � ---------------- 2X6 STUDS AT 12" O.C. THIS LINE Fu"'UINDATION AINID" WALL F'K`kAMlml\jmG PLAIll"'. TYP STRUCTURAL NOTES 1.) SEE TYPICAL NOTE SHEET S1.0 AND TYPICAL DETAIL SHEETS S3.1 -S3.4 FOR ADDITIONAL INFORMATION. 2.) PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYPICAL DETAILS. 3.) MINIMUM SLAB SECTION: A- 4" CONCRETE SLAB WITH #4 AT 24" O.C. SECURELY LOCATED AT MID -DEPTH OF SLAB. B- 2" SAND (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. C- WATERPROOF MEMBRANE (DELETE AT EXTERIOR SLABS) -SEE SOILS REPORT IF APPLICABLE. D- 4" FREE DRAINING MATERIAL -SEE SOILS REPORT IF APPLICABLE. E- PROPERLY PREPARED SUBGRADE-SEE SOILS REPORT IF APPLICABLE. F- CONTRACTOR TO PROVIDE CONTROL JOINTS AT 10'-0" O.C. EA. WAY MAX. 4.) TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: EXTERIOR WALL: 2X6 DF STUD AT 16" O.C. INTERIOR WALLS: 2X4 DF STUD AT 16" O.C. 5.) SEE DETAIL 5/S3.1 FOR TYPICAL STUD WALL ELEVATION AND TYPICAL WALL OPENING SCHEDULE. 6.) PLUMBING, SPRINKLER, AND MECHANICAL SUBCONTRACTORS SHALL COORDINATE ALL FLOOR AND WALL PENETRATIONS WITH FRAMING SUBCONTRACTOR. 7.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 8.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 9.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, WALL SIZES AND LOCATIONS, AND FLOOR ELEVATIONS WITH ARCHITECT. 10.) ALL EXPOSED FRAMING SHALL BE PRESSURE TREATED WITH TREATMENT PROCESS AND APPLICATION APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 11.) PROVIDE METAL HANGERS PER 12/S3.2 AS REQUIRED, UNLESS NOTED OTHERWISE. 12.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 13.) BRACE FRAMING AND FOUNDATIONS AS REQUIRED DURING CONSTRUCTION. ADDITIONAL NOTES TO OWNER,/CONTRACTOR: 1.) PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY THAT EXISTING FOUNDATIONS AND FRAMING MEET THE MINIMUM SPECIFICATIONS NOTED ON PLAN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. EXISTING FLOOR FRAMING/FOUNDATIONS/WALL FRAMING HAS NOT BEEN DESIGNED OR CHECKED BY SUMMIT STRUCTURAL DESIGN. 2.) SETTLEMENT OF EXISTING FOUNDATIONS SHOULD BE EXPECTED. 3.) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL REVIEW EXISTING ROOF AND WALL FRAMING TO DETERMINE ALL LOCATIONS OF EXISTING STRUCTURAL SUPPORT. THE REMOVAL OR MODIFICATION OF ALL EXISTING STRUCTURAL SUPPORT MEMBERS TO ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL BE COORDINATED DIRECTLY WITH THE ENGINEER OF RECORD. DO NOT REMOVE OR MODIFY ANY EXISTING SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER. OF RECORD. 4.) CONTRACTOR SHALL PROTECT ALL (E) FINISHES AND ATTACHMENTS AS REQUIRED. STRUCTURAL LEGE1\11", _. _ ..._ ...... ARCHITECTURAL WALLS I EXISTING BEARING WALLS 77A SHADED STRUCTURAL WALLS SHALL BE PER NOTE 4 DENOTES SHEAR WALL OF TYPE N PER SHEAR WALL SCHEDULE 1/S3.1 N FOR A MINIMUM LENGTH OF X'—Y". L=X'—Y" HD TYPE N INSTALLED PER N SCHED 2/S3.1 4X6» 114X6" DF#1 POST MIN, U.N.O. oQ�pFESS/k < L�jz No. 75688' . 6/ 0/18 '-p �TFOF CAOF 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LU 0< 2U LijLj W J L J z> <0 Z DC O0 0 Q n0 Q CC W CL U WU � U LU asoor U3 = LL Q r -I UU Q oLa ,own*& U REVISIONS: &OWNER REV. 4/13/17 &OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: 1/4"=1'-0" DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: q 9 •1 FOOTING PER PLAN AND 2/S3.2 �wriVicN1 SEHVICES CODE REVIEWED DATE_ BY� (D— -1 \(E) GARAGE\ 8 S3.4 SIM TYP R 0 0 F F R" A f I "' G "' LA N �. STRUCTURAL N 1.) SEE TYPICAL NOTE SHEET S1.0 AND TYPICAL DETAIL SHEETS S3.1—S3.4 FOR ADDITIONAL INFORMATION. 2.) TYPICAL ROOF SHEATHING (UNO): 1/2" THICK, APA, TECO, OR PITTSBURGH RATED SHEATHING, SPAN RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, APPLIED WITH LONG DIMENSION ACROSS SUPPORTS AND ADJACENT PANELS STAGGERED WITH 4' ENDS OFFSET 4'. EDGE NAIL WITH 8d COMMON OR EQUIVALENT (0.131" D!A X 2 1/2") AT 6" O.C. AT ALL PANEL EDGES, BOUNDARIES, GABLE ENDS, BLOCKING AND WHERE INDICATED ON PLAN. FIELD NAIL AT 12" O.C. PROVIDE 1/8" GAP AT ALL PANEL EDGES U.N.O. BY PANEL MANUFACTURER. PROVIDE (1) PANEL CLIP MIN. BETWEEN SUPPORTS AT ABUTTING PANEL EDGES. 3.) TYPICAL HEADER BELOW SHALL BE 6X8 DF—L #2 UNO. 4.) PROVIDE 4X POST MIN. AT ALL SEAM BEARING POINTS AND CONTINUE IN WALL TO FOUNDATION. 5.) PROVIDE POS. ATTACHMENT OF ALL POST TO BEAM, BEAM TO BEAM, BEAM TO POST, AND POST TO POST CONN'S WITH (2) ST22 STRAPS MIN. AND A35 CLIPS, U.N.O. PER PLAN AND DETAILS. 6.) DO NOT REMOVE OR MODIFY SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 7.) ANY DISCREPANCIES BETWEEN FRAMING SHOWN AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. 8.) VERIFY ALL ELEVATIONS, STEPS, DIMENSIONS, RAKE BREAKS, SLOPES, HIPS AND VALLEYS WITH ARCHITECT. 9.) ALL EXPOSED FRAMING SHALL BE PRESSURE SHEATHING AND TREATED WITH TREATMENT PROCESS AND APPLICATION PER NOTE 2, TYP APPROPRIATE FOR EXPOSURE ACCORDING TO MFR'S WRITTEN GUIDELINES. 10.) PROVIDE METAL HANGERS PER 12/S3.2 AS REQUIRED, UNLESS NOTED OTHERWISE. 11.) ALL STRUCTURAL MEMBERS SHALL BE FASTENED IN COMPLIANCE WITH 2.013 CBC FASTENING SCHEDULE, TABLE 2304.9.1, UNLESS NOTED OTHERWISE. 12.) BRACE FRAMING AND FOUNDATIONS AS REQUIRED DURING CONSTRUCTION. ADDITIONAL NOTES TO OWNER/CONTRACTOR: 1.) PRIOR TO CONSTRUCTION CONTRACTOR SHALL VERIFY THAT EXISTING FOUNDATIONS AND FRAMING MEET THE MINIMUM SPECIFICATIONS NOTED ON PLAN. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. EXISTING FLOOR FRAMING/FOUNDATIONS/WALL FRAMING HAS NOT BEEN DESIGNED OR CHECKED BY SUMMIT STRUCTURAL DESIGN. 2.) SETTLEMENT OF EXISTING FOUNDATIONS SHOULD BE EXPECTED. 3.) PRIOR TO CONSTRUCTION, CONTRACTOR SHALL REVIEW EXISTING ROOF AND WALL FRAMING TO DETERMINE ALL LOCATIONS OF EXISTING STRUCTURAL SUPPORT. THE REMOVAL OR MODIFICATION OF ALL EXISTING STRUCTURAL SUPPORT MEMBERS TO ACCOMMODATE THE PROPOSED CONSTRUCTION SHALL BE COORDINATED DIRECTLY WITH THE ENGINEER OF RECORD. DO NOT REMOVE OR MODIFY ANY EXISTING SUPPORT MEMBERS OR HARDWARE FOR EXISTING FRAMING WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ENGINEER OF RECORD. 4.) CONTRACTOR SHALL PROTECT ALL (E) FINISHES AND ATTACHMENTS AS REQUIRED. STRU CTU rrox"AAL LEG E IN D 0 C — — — — EXISTING STRUCTURAL WALLS BELOW C :I, - - EXISTING HEADER IN WALL BELOW — --- NEW BEAM BELOW, U.N.O. STRUCTURAL WALLS BELO'N E ]-- - ---[:] NEW HEADER IN WALL BELOW ® POST BELOW PER LEVEL BELOW 4X6 DF#1 MIN, U.N.O. PERMIT # (3'tL-'L" 0 P( - BUTTE COUNTY DEVELOPMENT SERVICES REED CODE COMPL AONCE DA /1,G '�OFEss/av .8 1 <"� ANO. 75688' 6/ 0/18 J� CIVIL gTFor CAL\F 0� 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS } 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com LU 0a U W LU � J (D < 0 z = O0 ® f— 0 20 Q 00 Q � LU o - U U wU 0 W LL. un W = 0 Cr- r-1 LL Q 0 0 U fV Q REVISIONS: &OWNER REV. 4/13/17 &OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: 1/4"=1'-0" DRAWN BY: RKB JOB NUMBER: 16-198 SHEETS2s2 : FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTION FASTENING"'" LOCATION 1. JOIST TO SILL OR GIRDER 3 - 8d COMMON (2 1/2" X 0.131") KING STUDS PER SCHEDULE ® 3 - 3" X 0.131" NAILS TOE NAIL BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH 3 - 3" 14 GA. STAPLES NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED 2. BRIDGING TO JOIST 2 - Bd COMMON (2 1/2' X 0.131") ® POST PER PLAN WHERE OCCURS 2-3"X0.131"NAILS TOE NAIL EACH END SSTB20 2 - 3" 14 GA. STAPLES OTYP 3. 1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2 - 8d COMMON (2 1/2' X 0.131") FACE NAIL 4. WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3 - 8d COMMON (2 1/2' X 0.131') FACE NAIL 5. 2' SUBFLOOR TO JOIST OR GIRDER 2 - 16d COMMON (3 1/2" X 0.162") BLIND AND FACE NAIL 6. SOLE PLATE TO JOIST OR BLOCKING 16d (3 1/2" X 0.135") AT 16' O.C. 6 I I (I 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 3" 14 GA. STAPLES AT 12" O.C. AS REQ'D I SOLE PLATE TO JOIST OR BLOCKING AT 3 - 16d (3 1/2" X 0.135') AT 16" O.C. 4 - 3" X 0.131" NAILS AT 16" O.C. BRACED WALL PANELS BRACED WALL PANEL 4 - 3' 14 GA. STAPLES PER 16" EDGES, TYP ! ! 7. TOP PLATE TO STUD 2 - 16d COMMON (3 1/2' X 0.162") AB 0 2'-9" O.C. 3 - 3" X 0.131" NAILS END NAIL PER SHEAR 3 - 3" 14 GA. STAPLES 8. STUD TO SOLE PLATE 4 - 8d COMMON (2 1/2" X 0.131") WALL SCHED. � � !I 4 - 3" X 0.131' NAILS AT 8" O.C. TOE NAIL 3 - 3" 14 GA. STAPLES AT 12" O.C. 3TUD°I 2 - 16d COMMON (3 1/2" X 0.162") END NAIL 3-3"X0.131"NAILS 3 - 3" 14 GA. STAPLES 9. DOUBLE STUDS 16d (3 1/2" X 0.135') AT 24" O.C. 3"X 0.131' NAIL AT 8" O.C. FACE NAIL 3' 14 GA. STAPLE AT 8" O.C. 10. DOUBLE TOP PLATES 16d (3 1/2" X 0.135") AT 16' O.C. 3"X 0.131" NAIL AT 12" O.C. TYPICAL FACE NAIL II II 3' 14 GA. STAPLE AT 12" O.C. DOUBLE TOP PLATES 8 - 16d COMMON (3 1/2" X 0.162") LAP SPLICE II II I' II II II U_-- 12 - 3" X 0.131' NAILS 12 - 3" 14 GA. STAPLES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3 - 8d COMMON (2 1/2" X 0.131') 3-3"X0.131"NAILS TOE NAIL SIZE/SPACING PER SCHED. 3 - 3" 14 GA. STAPLES 12. RIM JOIST TO TOP PLATE 8d (2 1/2" X 0.131') AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOE NAIL 3" 14 GA. STAPLE AT 6" O.C. 13. TOP PLATES, LAPS AND INTERSECTIONS 2 - 16d COMMON (3 1/2" X 0.162') 3 - 3" X 0.131' NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 14. CONTINUOUS HEADER, TWO PIECES 16d COMMON (3 1/2" X 0.162") 16" O.C. ALONG EDGE 15. CEILING JOISTS TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5-3"X0.131"NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 16. CONTINUOUS HEADER TO STUD 4 - 8d COMMON (2 1/2" X 0.131') TOE NAIL 17. CEILING JOISTS, LAPS OVER PARTITIONS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 18. CEILING JOISTS TO PARALLEL RAFTERS 3 - 16d COMMON (3 1/2" X 0.162") MIN, TABLE 2308.10.4.1 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 19. RAFTER TO PLATE 3 - 8d COMMON (2 1/2" X 0.131") 5 - 3" X 0.131' NAILS TOE NAIL 5 - 3" 14 GA. STAPLES 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 2 - 8d COMMON (2 1/2" X 0.131') 2 - 3" X 0.131" NAILS FACE NAIL 3 - 3" 14 GA. STAPLES 21. 1" X 8' SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 22. WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 3 - 8d COMMON (2 1/2" X 0.131') FACE NAIL 23. BUILT-UP CORNER STUDS 16d COMMON (3 1/2" X 0.162") 24' O.C. 3" X 0.131" NAILS 16" O.C. 3" 14 GA. STAPLES 16" O.C. 24. BUILT-UP GIRDER AND BEAMS 20d COMMON (4' X 0.192") AT 32" O.C. FACE NAIL AT TOP AND 3" X 0.131' NAILS AT 24" O.C. BOTTOMSTAGGERED ON 3" 14 GA. STAPLES AT 24" O.C. OPPOSITE ENDS 2 - 20d COMMON (4" X 0.192') FACE NAIL AT ENDS AND 3 - 3" X 0.131" NAiLS AT EACH SPLICE 3 - 3" 14 GA. STAPLES 25. 2" PLANKS 16d COMMON (3 1/2" X 0.162") AT EACH BEARING 26. COLLAR TIE TO RAFTER 3 - 10d COMMON (3' X 0.148") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 27. JACK RAFTER TO HIP 3 - 10d COMMON (3" X 0.148") 4 - 3" X 0.131" NAILS TOE NAIL 4 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162') FACE NAIL 3-3' X0.131"NAILS 3 - 3' 14 GA. STAPLES 28. ROOF RAFTER TO 2X RIDGE BEAM 2 - 16d COMMON (3 1/2" X 0.162") 3 - 3" X 0.131" NAILS TOE NAIL 3 - 3" 14 GA. STAPLES 2 - 16d COMMON (3 1/2" X 0.162') FACE NAIL 3 - 3" X 0.131" NAILS 3 - 3" 14 GA. STAPLES 29. JOIST TO BAND JOIST 3 - 16d COMMON (3 1/2" X 0.162') 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 30. LEDGER STRIP 3 - 16d COMMON (3 1/2' X 0.162") 4 - 3" X 0.131" NAILS FACE NAIL 4 - 3" 14 GA. STAPLES 31. WOOD STRUCTURAL PANELS AND PARTICLE BOARD6 1/2" AND LESS 6d" SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) 2 3/8' X 0.113" NAIL" 19/32" TO 3/4" 8d OR 6d' 2 3/8" X 0.113' NAIL' "1 SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT 1 1/BTTO 1/4' 1Od' OR 8d° TO FRAMING) 3/4" AND LESS 6d' " T01 1/4' Od' OR 8d' 1 1/8- TO 32. PANEL SIDING (TO FRAMING) 1/2 AND LESS 6d! 5/8' 8d' 33. FIBERBOARD SHEATHING' 1/2' No. 11 GAGE ROOFING NAIL" 6d COMMON NAIL (2 X 0.113") No. 16 GAGE STAPLE' 25/32" No. 11 GAGE ROOFING NAIL" 8d COMMON NAIL (2 1/2" X 0.131") No. 16 GAGE STAPLE' 34. INTERIOR PANELING 1/4" 4d' 3/8" 6d' a. Common. or Dox nous are permlttea to De uses except wnere QLnerw70e swtvu. b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. c. Common or deformed shank (6d - 2" x 0.113"; 8d - 2 1/2' x 0.131'; 10d - 3" x 0.148") d. Common (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131'; 10d - 3' x 0.148') e. Deformed shank (6d - 2" x 0.113"; 8d - 2 1/2" x 0.131"; 10d - 3' x 0.148") f. Corrosion -resistant siding (6d - 1 7/8" x 0.106"; 8d - 2 3/8" x 0.128") or casing (6d - 2" x .099"; 8d - 2 1/2" x 0.113") nail g. Fasteners spaced 3 Inches on center at exterior ridges and 6 inches on center at intermediate supports, when used as structural sheathing. Spacing shall be 6 inches on center on the edges and 12 inches on center at Intermediate supports for nonstructural applications. h. Corrosion -resistant roofing nulls with 7/16 Inch diameter head and 1 1/8 inch length for 1/2 inch sheathing and 1 3/4 inch length for 25/32 sheathing. 1. Corrosion -resistant staples with nominal 7/16 inch crown and 1 1/8 Inch length for 1/2 inch sheathing and 1 1/2 Inch length for 25/32 sheathing. Panel supports at 16 inches (20 inches If strength ox!s in the long direction of the panel, unless otherwise marked). J. Casing (1 1/2" x 0.080") or finish (1 1/2" x 0.072") nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports at 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. 1. For roof sheathing applications, 8d nails (2 1/2" x 0.113') are the minimum required for wood structural panels. m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports. o. Fasteners spaced 4 Inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports of roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at Intermediate supports. TYPICAL FASTENING SCHEDULE 110 S3.1 NO SCALE WALL CONTINUES WHERE ,-----OCCURS PER PLAN (5) 16d +++' + + +t PARTIAL PLAN AT TOP PLATE CORNER AND TEE DBL 2X TOP PLATE PER DETAIL BELOW - MSTi26 STRAP, U.N.O., CENTERED ON DISCONTINUITY STUD DIRECTLY UNDER SPLICE, TYP. ' TYPICAL TOP PLATE DISCONTINUITY (5) 16d AT CORNER OR INTERSECTING WALL-; 16d SINKERS AT 16" O.C. 4'-0" MIN. LAP LENGTH_ TYPE �* 16d SINKERS AT 16" O.C. _ (12) MIN. BETWEEN SPLICES 16d SINKERS AT 16" O.C. (12) MIN. BETWEEN SPLICES (12) MIN. BETWEEN SPLICES j STUD DIRECTLY��'I '-DBL 2X UNDER SPLICE, TYP. II TOP PLATE INTERSECTING WALL OR CORNER WHERE OCCURS ---I TYPICAL TOP PLATE SPLICE 1/2" MINN.�_ _ 1/2" M1111::1-- RIM IN -RIM BELOW PER PLAN SOLE PLATE NAIL SPACING PER SHEAR WALL SCHEDULE, OTHERWISE 16dAT 8 SOLE PLATE NAIL O.C., TYP PER SHEAR WALL SCHEDULE, TYP FRAMING PER PLAN WHERE OCCURS c 1 1 PLY AND NAILING PER PLAN -AT EXISTING FOUNDATIONS AND AT MISSED AB PROVIDE 1/2" DIAMETER TiTEN HD AT REQUIRED SPACING WITH 4" EMBED, 1 3/4" MINIMUM EDGE DISTANCE, 8" MINIMUM END DISTANCE, AND 8" MINIMUM SPACING. LOCATE AND AVOiD ALL REINFORCING PRIOR TO DRILLING. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SPECIAL INSPECTION REQUIRED. 12" MAX 6'-0" MAX AT (1) AND (2) STORY 5" MIN-,' SEE SHEAR WALL SCHED.) I PT DF -L SILL I I ! ! " PLATE WASHER U 7 MIN 3" X 3" X .229", TYP MASA/MASAP ANCHOR OPT10N PER NOTE 4 BOTTOM\\ --1/2" DIA AB VATH PLATEFNDN PER PLAN PER 2" HOOK, TYP PLAN TYPICAL TOP PLATE SPLICE DETAIL 9 TYPICAL RIM/BLOCK NAILING DETAIL 5 NO SCALE 53.1 NO SCALE 53.1 TOP PLATE PER 9/S3.1 -2 1/2" MAX. DEPTH FOR 2X4 PLAL4 TE �1 3 1/2" MAX. DEPTH FOR 2X6 PLATE U 5 1/2- MAX A L-3 PROVIDE SIMPSON RPS22 STRAP AT EACH PLATE, (2) MIN PER NOTCH-,, TOP PLATE PER 9/S3.1 1 1/2"I WALL FRAMING MAX, TYP. PER PLAN, TYP --PIPE AS OCCURS NOTE: DO NOT BORE HOLES OR CUT NOTCHES IN STRUCTURAL WALL PLATES GREATER THAN 1/3 THE PLATE WIDTH WITHOUT WRITTEN CONSENT FROM THE ENGINEER OF RECORD. TYPICAL TOP PLATE NOTCH DETAIL NO SCALE C8" 1, 1NOTCHING AND BORING 7PERMITTED IN THIS REGION Ls/3E_,Ls 3 8" 15< STRUCTURAL WALL STUD STUD WALL ELEVATION KEY ® HEADER PER PLAN UP TO 3'-0" TRIMMERS PER SCHEDULE C� KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SiDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH © NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © 1 O ® POST PER PLAN WHERE OCCURS DBL 2X 1 5/16" SSTB20 SSTB24 OTYP 6" AND SPACING U.N.O.� I " lu ! ! ! I EN PER SHEAR OPENING A35 AT V-8" O.C. 260 6 I I (I STUD WALL ELEVATION KEY ® HEADER PER PLAN UP TO 3'-0" TRIMMERS PER SCHEDULE C� KING STUDS PER SCHEDULE ® A35 CLIP AT EACH SiDE OF POSTS AND MULTIPLE KING STUDS. USE A34 AT 4X WALLS ® BLOCK AT ALL SHEATHING SPLICES, AND AT 10'-0" MAX UNBRACED STUD LENGTH ® NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH 16d AT 12" O.C. STAGGERED © STUD PER PLAN, DF#2 AT 16" O.C. U.N.O. ® POST PER PLAN WHERE OCCURS 2X6 WALL OPENING SCHEDULE (110 MPH, EXPOSURE C) OPENING WIDTH TRIMMER/S KING STUD/S UP TO 3'-0" (1) 2X6 (1) 2X6 UP TO 8'-0" 2 2X6 2) 2X6 NOTE: SEE 7/S3.1 FOR TYPICAL STUD PENETRATIONS. GENERAL NOTES: 1.) SILL PLATE SHALL BE 2X PT DF -L UNLESS NOTED OTHERWSE IN SHEAR WALL SCHEDULE. 2.) PROVIDE (2) BOLTS MIN PER SILL PLATE. 3.) DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 1 3/4" MAY BE USED WHEN A STANDARD CUT WASHER IS ADDED BETWEEN THE PLATE WASHER AND NUT. 4.) CONTACT SUMMIT STRUCTURAL DESIGN FOR MASA/i ASAP ANCHOR OPTION IN LIEU OF ANCHOR BOLTS. 5.) AT SHEAR WALLS, PLATE WASHER MUST BE LOCATED 1/2" OR LESS FROM THE INSIDE FACE OF SHEATHING. TYPICAL FNDN ANCHOR BOLT DETAIL 3 NO SCALE 53.1 HOLDOWN SCHEDULE (*SEE ALL NOTES BELOW*) SIMPSON HOLDOWN MODEL NUMBER MINIMUM HOLDOWN POST SIZE DISTANCE FROMMINIMUM CENTER OF CONCRETE ANCHOR TO FACE OF POST C0!'lCRETE ANCHOR TYPE HOLDOWN FASTENERS AT POST STEM WALL WIDTH SINGLE POUR CONDITION TWO POUR CONDITION HDU2 DBL 2X 1 5/16" i SSTB16 "` SSTB20 6 SCREWS 6" HDU4 DBL 2X 1 5/16" SSTB20 SSTB24 10 SCREWS 6" GENERAL NOTES: 1.) HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2.) AT 3X MUDSILL USE SSTBL VERSION OF ANCHOR LiSTED ABOVE. 3.) DOUBLE STUDS SHALL BE NAILED TOGETHER WITH 12d (DIA.=0.135") AT 6" O.C. STAGGERED. s TYPICAL STUD WALL ELEVATION 5 TYPICAL HOLDOWN SCHEDULE 53.1 NO SCALE �-1 NO SCALE NON-STRUCTURAL WALL STUD STUD WIDTH NOTCHING BORING NOMINAL ACTUAL 25% 40% 40% 60% 4" 3 1/2- 7/8" 1 3/8" 1 3/8" 2 1/16- 16" 1 5 1/2- 1 3/8" 2 3/16" 2 3/16" 3 1 /4" NOTES: 1.) STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 25% 2. NON-STRUCTURAL WALL STUDS SHALL NOT BE NOTCHED GREATER THAN 40% 3. STRUCTUAL WALL STUDS SHALL NOT BE BORED GREATER THAN 40% 4. NON-STRUCTURAL WALLS MAY BE BORED UP TO 60% WHERE STUDS ARE DOUBLED AND NOT MORE THAN (2) SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 5.) BORED HOLES SHALL BE AT CENTERLINE OF STUD WITH GREATER THAN 5/8" OF MATERIAL FROM STUD EDGE TO HOLE EDGE. 6.) NOTCHES AND BORED HOLES SHALL NOT OCCUR AT THE SAME SECTION. TYPICAL WALL FRAMING PENETRATIONS NO SCALE 7 S3.1 TOP PLATE PER 9/S3.1 PROVIDE PANELS MFR, 1/8" BLOCK AT ALL 16" MAX ' SPACING - CORNER WHERE OCCURS (5) 16d NAILS AT LAPPED CORNERS, TYP-� I IF AS " STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. I SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" Q.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD _TI---_T_1-°--F7t7I ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE GAP BETWEEN REQ'D BY I' I 1.1 I°I I iI II I I I I �! FIELD NAIL PER SHEAR WALL SCHED. LOAD TYPE ANCHOR BOLT SPACING MIN AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL ! ! ! I EN PER SHEAR » 8d �+ 12 O.G. A35 AT V-8" O.C. 260 6 I I (I VTWALLSCHElD. RSC AT V-8" O.C. AS REQ'D I I° I I I 1.1 1 1�d ®5 O.C. 2 » gd 4 O.C. 2Is £fid ®1� O.C. EDGES, TYP ! ! I I ! ( I ! SHEAR PLY p COMPRESSION POST AS REQ'D PER HOLDOWN AB 0 2'-9" O.C. PER SHEAR SCHEDULE WALL SCHED. � � !I I 3TUD°I HOLDOWN PER II I II II II SCHEDIULE I`I II 1! I II II I' II II II U_-- II I°I I -.--i-1 SILL PLATE AND AB 1 SIZE/SPACING PER SCHED. FOUNDATION PER PLAN-� MAX NOTE: STUD SPACING = 16" O.C., U.N.O. CORNER WHERE OCCURS TYPICAL SHEAR WALL ELEVATION NO SCALE 4 S3.1 GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/S3.1 FOR MORE INFO. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 MHERE WiND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE n PERMIT# 1'l� -Zg07 ft -S3.1 BUTTE COUNTY DEVELOP" Q�pFESS/ONS K. B l LLJ �8 No. 7568' E . 6/;0/18 S� C/V1\- gTFOF CAO 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W J Lu0 LLJ O G U LU -% LU J 7� J Z Q0 Z 00 I,._, 0 0 Q C 0 :D Q U-1 U zQ WU 0 LU lun U.j cr L.L o U CfQ �s V QL REVISIONS: AOWNER REV. 4/13/17 &OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: S391 r�r, �IENTSERVICES CODE COMPLIANCE nATE 2L [ g BY- �/ ___ STRUCTURAL SHEAR WALL TYPE "N" FOR A MINIMUM SHEAR WALL LEGEND N L=X' -Y" LENGTH OF X' -Y" PER SCHEDULE BELOW. I SHEAR WALL SCHEDULE - 3/8" THICK SHEATHING AND 16" Q.C. STUD SPACING (*SEE ALL NOTES BELOW*) SHEAR MUDSILL THICKNESS SOLE PLATE PANEL EDGE PANEL FIELD 0SIMPSON" ALLOW. WALL AND 1/2" DIAMETER NAIL SIZE NAIL SIZE NAIL SIZE A35 AND RBC LOAD TYPE ANCHOR BOLT SPACING AND SPACING AND SPACING AND SPACING CUP SPACING (PLF) 2X MUDSILL » 12d � 7 O.C. " Ed � 6 O.G. » 8d �+ 12 O.G. A35 AT V-8" O.C. 260 6 AB 0 3'-g" O.C. RSC AT V-8" O.C. 2X MUDSILL 1�d ®5 O.C. 2 » gd 4 O.C. 2Is £fid ®1� O.C. A35 AT V -B" O.C. 350 4* AB 0 2'-9" O.C. RBC AT V-2" O.C. GENERAL NOTES: 1.) WALL FRAMING: USE 2X OR WIDER DF -L STUDS (PER PLAN), SOLE PLATE, TOP PLATES, AND BLOCKING. USE PT DF -L MUDSILL PER SCHEDULE ABOVE. BLOCK ALL PANEL EDGES. 2.) SHEATHING: USE APA RATED (32/16 SPAN RATING) SHEATHING UNLESS NOTED OTHERWISE. EDGE NAIL PANELS AT ALL EDGES, TOP PLATES, SOLE PLATE, MUDSILL, POSTS, AND HOLDOWN COMPRESSION POSTS/STUDS. 3.) NAIL SIZES: 8d: 2 1/2" X 0.131" DIAMETER COMMON, OR 2 1/2" X 0.113" DIAMETER HDG BOX, 12d: 3 1/8" X 0.135" DIAMETER SINKER, 20d: 4" X 0.192" DIAMETER COMMON. DO NOT OVERDRIVE NAILS. STAGGER SOLE FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. SEE DETAIL 6/S3.1 FOR MORE INFO. 4.) ALLOWABLE LOADS MAY BE MULTIPLIED BY 1.4 MHERE WiND LOADS GOVERN. TYPICAL SHEAR WALL SCHEDULE 1 NO SCALE n PERMIT# 1'l� -Zg07 ft -S3.1 BUTTE COUNTY DEVELOP" Q�pFESS/ONS K. B l LLJ �8 No. 7568' E . 6/;0/18 S� C/V1\- gTFOF CAO 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com W J Lu0 LLJ O G U LU -% LU J 7� J Z Q0 Z 00 I,._, 0 0 Q C 0 :D Q U-1 U zQ WU 0 LU lun U.j cr L.L o U CfQ �s V QL REVISIONS: AOWNER REV. 4/13/17 &OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: S391 r�r, �IENTSERVICES CODE COMPLIANCE nATE 2L [ g BY- �/ ___ TYPICAL HANGER SCHEDULE MEMBER SIZE SIMPSON HANGER TYPE FASTENER TYPE AT SUPPORTING AT SUPPORTED MEMBER MEMBER 2X4/2X6/2X8/ 2X1 O/2X12 LUS24/LUS26/LUS28/ LUS21 OALIS210 10d 10d DBL 2X6/DBL 2X8/ DBL 2X10/DBL 2X12 HUS26-2TF/HUS28-2TF HUS210-27/HUS212-27 16d 16d 4X8/4X1O/4X12 HU48TF/HU41OTF/HU412TF 16d 10d 6X8/6X10/6X12 HU68TF/HU61OTF/HU612TF 16d 16d TJI/BCI ITS 10d NOT Ill LVL/PSL HGLTV 16d 16d GLU-LAM HGLTV 16d 16d NOTES: 1. PROVIDE SKEWED AND SLOPED HANGER WHERE REQUIRED. 2. PROVIDE HANGER WITH ONE OR BOTH FLANGES CONCEALED WHERE REQUIRED. 3. SEE PLANS AND DETAILS FOR HANGER AT SPECIAL CONDITION. 4. PROVIDE APPROPRIATE FASTENER AT ALL FASTENER HOLES U.N.O. 5. FASTENER SIZES: 16d=0.162" DIA. X 3 1/2" LENGTH 10d=0.148" DIA. X 3" LENGTH, 10d X 1 1/2"=0.148m DIA. X 1 1/2" LENGTH 6. PROVIDE HANGERS AND FASTENERS WITH CORROSION PROTECTION APPROPRIATE FOR CONNECTION APPLICATION AND ENVIRONMENT. TYPICAL SIMPSON HANGER SCHEDULE NO SCALE RIM JOIST SOLID BLOCKING 12 S3.2 2X BLOCK AT HD 2X BLOCK AT HD E N. PLY ALONG ��TIE-BACK JOIST \LSTA12 STRAP HDU2 HORIZ, TYP AT BEAM PER PLAN I TIE -BACK JOIST WITH LEDGER I 5/8" DIA. THREADED ROD DECK JOIST PER PLAN I \FLOOR JOIST PER PLAN I NOTE: WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. TYPICAL DECK TIE -BACK DETAIL 11 NO SCALE 53.2 LSTA30 STRAP. BEND BEAM PER PLAN, TYPE AT M/WHERE OCCURSOUTS DE 6x66x6 POST WITH POST BASE,PER PLAN 6x6 BRACE WITH (3) 1/4" DIA X 8" SDS SCREWS EA END 4", TYP 0 SLOPE FINISHED GRADE AWAY 12" SQ. CAST PIER in FROM FOUNDATION WITH (4) #4 BARS N _t REINF PER PLAN 3" CLR. DIM PER PLAN NOTE: WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. DECK BRACING DETAIL 10 NO SCALE S3.2 LSTA12 STRAP CONCRETE STRENGTH F'c = PSI 3000 1 4000 AT 48" O.C. 2X DECKING BY 6000 SIZE #3 FJ PER PLAN AT THERS WITH (2) 24 22 20 BEAM OR SOLID 21 CREWS MIN. AT 17 16 #4 BLOCKING AT 24 32 29 ACH DECK JOIST 28 25 O.C. AT JOIST 20 #5 !ANDSCREWS AT 12" 40 36 CONDITION 36 C. AT BEAM 28 25 #6 56 48 BEAM OR JOIST 39 43 HGR PER SCHED. PER PLAN 33 30 # 7 DECK EDGE DETAIL 70 63 57 62 COMPOSITE DECKING 48 2X CONT. RIM E.N., AND ATTACHMENT 80 72 TYP PER ARCH 71 FJ PER PLAN OR BLOCK 55 50 #9 AT 24" O.C. AT 90 ELEV. PER ARCH PARALLEL FJ CONDITION. 80 1 69 62 57 #10 - 2" MIN. BEARING, TYP 90 82 89 77 69 63 #11 127 ' 99 1--P.T. DECK JOIST PER 98 85 1 76 69 PLAN W/ LUS HGR. 2X BLOCK u 2X PT LEDGER CONT. WITH (2) 1/4" DIA. CRIPPLE WALL PER SDS SCREWS AT 12" PLAN OR FNDN PER O.C. WITH 3 1/2" PLAN AS OCCURS EMBED LEDGER DETAIL NOTES: 1.) WATERPROOFING, FLASHING, WEATHER TREATMENT, AND CORROSION PROTECTION PER ARCH. 2,) GUARDRAIL PER ARCH. TYPICAL DECK DETAILS 9 NO SCALE 53.2 SU (2) SCRE'1 C MIN AT EACH S HGR STAIR STRINGER TOENAILS /'�'5 1 /2" MIN. GIRDER PER PLAN 2X PT FINISHED GRADE STRINGERS BY OTHERS AT 12" O.C. MAX SLOPE TO DRAIN, TYP"."' YP 1 =-rTT " II 2X4 P.T. DF CONT. WITH 1/2" DIA I � EXP. ANCHOR AT EACH STRINGER #4 CONT. NOTES: ,� 12" 1.) WATERPROOFING, FLASHING, AND DRAINAGE PER ARCH. 2.) WEATHER TREATMENT AND CORROSION PROTECTION PER ARCH. 3.) VERIFY ALL DIMENSIONS, STEPS, SLOPES, ETC. WITH ARCH. PRIOR TO CONSTRUCTION. 4.) GUARDRAIL BY OTHERS. =8 DECK STAIR DETAIL 2X DECKING BY OTHERS WITH (2) SCREWS MIN. EACH SUPPORT ELEV. PER ARC_ H r , 2X10 BLOCK EACH -1X RISERS BY OTHERS WITH 011"N111 F-17% NO SCALE W=2XD3 3'-0" MIN. LAP (60) BAR DIAMETERS S3.2 T. REINF, (TOP AND BOTT) LAP (60) BAP. DIAMETERS ` --LARGER OF D1 OR D2 MINIMUM 3" MIN. CLEAR T. REINF, (TOP AND BOTT) TYPICAL STEPPED FOOTING ELEVATION NO SCALE .73.2 BAR CONCRETE STRENGTH F'c = PSI 3000 1 4000 5000 6000 SIZE #3 28 24 22 20 F2.5 21 18 17 16 #4 37 32 29 26 28 25 22 20 #5 46 40 36 33 36 31 28 25 #6 56 48 43 39 43 37 33 30 # 7 81 70 63 57 62 54 48 44 #8 93 80 72 65 71 62 55 50 #9 104 90 81 74 80 1 69 62 57 #10 116 100 90 82 89 77 69 63 #11 127 110 99 90 98 85 1 76 69 2 TOP BARS OTHER BARS NOTES Ij1 INCREASE LAP LENGTHS 307. FOR LIGHT WEIGHT CONCRETE (115 PCF MAX) AND 33% AT 4 BAR BUNDLES. (2) TOP BARS ARE HORIZ. BARS WITH MORE THAN 12" OF WET CONCRETE PLACED BELOW. ® MINIMUM CLEAR COVER > dB AND MINIMUM CLEAR SPACING > 2dB. INCREASE LAP LENGTHS 50% IF MINIMUMS NOT SATISFIED. ("dB" = BAR DIAMETER) ® CLASS B SPLICE SHALL BE USED UNO. CLASS A SPLICE = 777. OF CLASS B SPLICE AND MAY BE USED *iERE SPECIFICALLY NOTED IN FLANS AND DETAILS C�5 LAP LENGTHS INDICATED ARE IN INCHES. TYPICAL REBAR LAP SCHEDULE (CLASS B} 6 NO SCALE 53.2 900 HOOK - '-135° HOOK 41- D TYP 71�LO Coa OAR SIZE INSj( DIAMETER_ "D" #3, #4, #5 4d #6, #7, #8 6d ww STIRRUPS AND TIES 00 �`4d co� 900 HOOK 2 1/2" MI . N l�180° HOOK BAR SIZE INSIDE DIAMETER #3, #4• #5, ,#6, #7, #8 6d #9, #10, #11 8d #14, #18 10d HOOKS AND BENDS SEE LAP SCHEDULE FOR CONCRETE OR GENERAL NOTES FOR MASONRY � I1 6 OFFSET AND SPLICES TYPICAL REBAR BENDING DETAIL NO SCALE ALL NON -SHEAR WALLS AND NON-BEARING WALLS TO HAVE HILTI X-CP72 SHOT PINS PER ICC ESR -2379 AT 24" O.C.,, PT SILL PLATE CONCRETE SLAB -ON -GRADE PER PLAN TYPICAL NON-BEARING WALL DETAIL NO SCALE NOTE: SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. (3) #4 X 3'-0" DOWELS WITH CORNER WHERE OCCURSI 6" EMBED IN SIMPSON ET ' EPDXY, LOCATE AND AVOID ALL (E) FOUNDATION (E) REINF. PRIOR TO DRILLING AS OCCURS /I ,(N) FTG PER PLAN " " #3 TIES TYPICAL NEW FTG TO EXISTING FTG DETAIL ( 3 NO SCALE S� THICKNESS 3" CLR� -� A 1 3" 3" C FTG TYPE PER PL 0 FORCE WITH #4 i" O.C. E.W. TYPICAL SPREAD FOOTING SCHEDULE 2 53.2 NO SCALE CURB PER ARCH: r6" MAX SLAB STEP I SEE PLAN 4 S3.2 (1) #4 CONT: 1'-0" SEE NOTE 3 DIMENSIONS PER ARCH MECH. PAD #4 CONT / OR CURB\ TYPE _ S3.2 JOINT 1/8" MIN (2) #4 WD TH 1/4" MAX CONTINUOUS 1" DEEP MIN SLAB EDGE \�illil� IIIIII-��� #3 AT 12" O.C. II II I NATURAL II 0 GRADE -I r PROVIDE 3/4" CHAMFER WHERE WALL ABOVE DOES NOT OCCUR, TYP FOOTING SCHEDULE -DIMENSIONS FOOTING TYPE DIMENSION A DIMEll B, U.N.O. THICKNESS, U.N.O. F1.5 1'-6" 1'-6" 12" F2 2'-0" 2'-0" 12" F2.5 2'-6" 2'-6" 12" F3 3'-0" 3'-0" 12" TYPICAL SPREAD FOOTING SCHEDULE 2 53.2 NO SCALE CURB PER ARCH: r6" MAX SLAB STEP I SEE PLAN 4 S3.2 (1) #4 CONT: 1'-0" SEE NOTE 3 DIMENSIONS PER ARCH MECH. PAD #4 CONT / OR CURB\ TYPE _ S3.2 JOINT 1/8" MIN (2) #4 WD TH 1/4" MAX CONTINUOUS 1" DEEP MIN SLAB EDGE \�illil� IIIIII-��� #3 AT 12" O.C. II II I NATURAL II 0 GRADE -I r PROVIDE 3/4" CHAMFER WHERE WALL ABOVE DOES NOT OCCUR, TYP -DIMENSIONS PER ARCH #4x4'-0" _ AT 1'-6" O.C.\ SEE NOTE 3 QWESS/0/ q K. rNo. 7568' 6/ 0/18 s� CiVW�- gTFOFCA0�� 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS ✓' !'fid.' "r y ' t 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J �® W LLJ 0 Q 0 2U W .. DC J 0 J z> Q 0 z� 00 it -0 Q Q U p0 Q � W 0- U :E Z Q WU � W W = Q o U tV Q An.s. 0 CL REVISIONS: A�OWNER REV. 4/13/17 • • QZ OWNER REV. 11/9/11 #3 AT 12" O.C;--j , " 1 -0 2x4x2'-0 KEY TYP. SLAB #3 AT V-6" O.C. AT 3'-0" O.C. CONSTRUCTION REINFORCING 1,-0" JOINT DATE: 8/22/16 PER PLAN NOTES: SCALE: NTS 1. PREPARE SUBGRADE PER SOILS REPORT IF APPLICABLE. 2. SEE PLAN FOR RECOMMENDED SLAB REINFORCING. DRAWN BY: RKB 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. JOB NUMBER: 16-198 4. GENERAL CONTRACTOR SHALL PROVIDE CONTROL AND CONSTRUCTION JOINT LAYOUT PLAN SHEET: FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. TYPICAL SLAB -ON -GRADE DETAILS 1 NO SCALES3s2 PERMIT# Nk-'L"o �C 53.2 BUTTE COUNTY DEVELOPMENT SERVICES Mr- It t-1 r - CODE COMPLIANCE D,ATc CONN. PER \1/s3* 4 P T ER I (V PER PLAN, TYP I BRACE PER PLAN, CONN. PER WHERE OCCURS 1/S3.4 04<__�r//-BRACE PER PLAN PER (4) 1/4" DIA. SDS SCREWS WITH 4" MIN EMBED IN POST/BEAM, TYP EACH END OF BRACE Y 4% TYP ST PER PLAN NOTES: 1.) GUARDRAIL BY OTHERS. 2.) PERPENDICULAR BRACE NOT SHO +, FOR CLARITY. 3.) WEATHERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION BY OTHERS. 4.) ADDITIONAL FRAMING BY OTHERS NOT SHOWN FORITY. SEE PLANS AND DETAILS BY OTHERS FOR ADDITIONAL INFORMATION. TYPICAL KNEE BRACE DETAIL 5.) PRE -DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SP NG. 9 NO SCALE /BEAM PER PLAN f I PER ARCZ / 1 1 PER PLAN fAx 1/4" DIA. SDS CREWS WITH 4" MIN EMBED IN POST/BEAM, TYP EACH END OF BRACE /WEATH, R BRACE NOT SHOWN FOR CLARITY. OOFING, FLASHING, DRAINAGE, AND CORROSION P TECTION BY OTHERS. FRAMING BY OTHERS NOT SHOWN FOR CLARITY. SEE ANS S BY OTHERS FOR ADDITIONAL INFORMATION. SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING. TYPICAL KNEE BRACE DETAIL 11 NO SCALE 53.. NOTE: PROVIDE 3" MINIMUM SIDE COVER FROM EACH EDGE OF COLUMN BASE TO EACH EDGE OF SLAB. COLUMN PER PLAN POST BASE PER PLAN, SLAB -ON -GRADE - CENTERED ON FOOTING PER PLAN = BELOW SLOPE FINISHED GRADE, OR CONCRETE BY OTHERS, AWAY FROM FOUNDATION . .... o .o O�.O o°. O . z IL 3" CLR a PER PLAN REINF. PER PLAN NOTE: WEATHER TREATMENT AND CORROSION PROTECTION BY OTHERS. TYPICAL POST FOUNDATION DETAIL 10 NO SCALE 53.3 PLAN SECTION REQ'DAS REMOVE ALLDEBRIS&MOR AR II II it li II x x � II I x TOP OF SLAB INVERT 1ST COURSE OF OR FOOTING DOUBLE -OPEN END ELEVATION BLOCK WITH CLEANOUTS TYPICAL CMU WALL CLEANOUT DETAIL s NO SCALE 53.3 NOTE: PROVIDE CONTINUOUS VERTICAL CONTROL JOINTS AT 25'-0" CONT. VERT. lCONTROL JOINT w a s ® e • e s • e W -j as RAKE BACK MORTAR AND PROVIDE BACKER ROD -ADDED VERT. BAR AT AND SEALANT BY EACH SIDE OF JOINT, TYP NOTES: OTHERS, TYP EACH SIDE 1. MINIMUM REINFORCING CONTROL JOINT SHALL BE #4 AT 16" O.C. VERT AND #5 AT 16" O.C. HORIZ. UNO. i PER 2. ALL TRIM REINFORCING TO MATCH ___ (4) VERT. TRIM SIZE OF WALL REINFORCING. LAP e AT EA. INTERSEC11ON ALL SPLICES (50) BAR DIA. MIN. 3. AT CONTRACTOR'S OPTION, 24" X 24" CORNER BARS MAY BE USED IN LIEU OF 16" HORIZ. HOOKED BARS. _ e e • e PER � PLAN ALTERNATE 16" HOOK REINF. TYP. HOOKS • AT ALL CORNERS INTERSECTION & INTERSECTIONS HORIZ. REINFORCING • (3) VERT. TRIM / IN BOND BEAM UNITS, AT EA. CORNER TYPICAL - �z s e s e 0- L CUT BLOCK 16" -(2) VERTICAL TO MATCH BOND BEAM CORNER JAMB OR END TRIM BARS UNIT TYPICAL MASONRY WALL REINFORCING 7 NO SCALE S3.3 f m= 1.5 KSI fy-- 60 KSI NOTE: PROVIDE MASONRY CONTROL JOINTS AT 25'-0" O.C. 21 SHORING AND BRACING BY OTHERS, AS REQUIRED DURING BACKFILL AND COMPACTION FULLY GROUTED 8" CMU BLOCK WALL WITH #5 AT 16" O.C. HORIZ., AND ASV PER SCHED,__. 1 1/2- CLR ,.ELEV. PER ARCH • CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D z #4 AT 12" O.C. M #4 AT 12" O.C. #4 AT 12" O.C. TOP AND BOTTOM 3" CLR UNRESTRAINED WALL FOOTING SCHEDULE H JCMU B C ASV 4'-0" 2.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. ISOLATION 6'-0" FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. AND (N) SOG. 2 WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS •I 16" MIN (E) WALL FRAMING—, (E) FLOOR FRAMIN 1" DIA. CRAIN HOLES AT 24" O.C.--_ (E) FOUNDA SLOPE GRADE AWAY FROM WALL FOR 10'-0" �ti�IN DETAIL BEHIND WALL U NOTE: BACKFILL (n NO SCALE ar SHALL BE GRADED, w WALL FRAMING WELCLEAN GRAVELS; = PER PLAN GRAVEL -SAND SOLE NAILING PER 6/S3.1 MIXES (E) FLOOR FRAMING WATERPROOFING AND DRAINAGE BY OTHERS BLOCK SOLID AT POSTS MULTIPLE STUDS AND HOLDOWNS� 0.-111=i o° A35 CLIP SPACING PER SWS, o°' O I-- OTHERWISE 4'-0" C.C. O' ISI= Oo o. Qi_I a ° P.T. DF SILL AND q Oo.o A.B. PER 3/S3.1 ZZ o�0o°n-1 • • 6" MIN. IIII �' C--_ Ni #4 CONT. BAR IOP AND BO T T. 01)] -B 8" 2'-0" 10" #4 AT 16" NOTE: SPECIAL INSPECTION kr-j r1vuiv 12" MIN. j, 8" 3'-3" 2'-1" #4 AT 16" REQUIRED PER NOTE 1-I S1.0 NOTES: 1.) WATERPROOFING, FLASHING, AND DRAINAGE BY OTHERS. 2.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. ISOLATION 3.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. AND (N) SOG. 4.) PROPER CARE MUST BE TAKEN TO DRAIN WATER TO PREVENT BUILD-UP OF REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD VERIFIED AND WATER BEHIND RETAINING WALL. WALL HAS NOT BEEN DESIGNED FOR ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO HYDROSTATIC PRESSURE OR SURCHARGE LOADS FROM VEHICLES, ETC. 5.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. TYPICAL RETAINING WALL SCHEDULE 5 WATERPROOFING, FLASHING, /DRAINAGE, AND CORROSION PROTECTION BY OTHERS SLOPE TO DRAIN ELEV. PER ARCH CONCRETE SLAB -ON -GRADE PER PLAN. SLOPE PER ARCH WHERE REQ'D 3 53.3 - SHEAR PER PLAN WHERE OCCURS CONCRETE SLAB - ON -GRADE, SEE PLAN ",,,EN ELEV. PER ARC t •�o..c - I I, -I I- #4 AT 24" OC VERT, #`'� AT 18" OC HORIZ, WHERE • STEM WALL HEIGHT > V-6- #4 CONT TOP AND BOTT 3" MIN. V'FY 3" MIN. WIDTH FOR SLAB SUPPORT, TYPICAL NO SCALE ��.3 NO SCALE WALL FRAMING " PER PLAN --- P.T. SILL AND A.B. PER 3/S3.1 53.3 SHEAR PER PLAN E.N. /WALL FRAMING PER ARCH, _2'-2" MAX ABV. TOP OF SOG - f PER PLAN J CONT. #4 I 8" MIN CLR TO 8" CMU STEM WALL y,,n-M II FINISHED GRADE TO -SHEAR PER PLAN #4 AT 16" O.C. HORIZ. - /SLOPE FINISHED PT DF SILL c ND MERE OCCURS LAP PER SCHED. .1 1- - - _.._._ C GRADE AWAY AB PER 3/� � 1 EN FROM 1/2" ISOLATION JOINT rik 3 1/2" #4 CONT FOUNDATION CONCRETE ELEV. PER ARCH #4 DOWEL WITH 12" SLAB -ON -GRADE • �ROUGHEN SURFACE TAIL, AT 24" O.C. PER PLAN 1/4" AMPLITUDE 00°.,111 CONCRETE - I _ ELEV. PER ARCH SLAB -ON -GRADE °o °°I_ ` I r PER PLAN -- O o°o� ' i I . L -i #4 SLAB TIES --CONCRETE SLAB -ON -GRADE AT 4'-0" OC ° ° I I PER PLAN. SLOPE PER #4 VERT AT 16" O.0 -- o 1 I- " 4 0 0 J °"J°'10( p° ARCH WHERE REQ'D o Oa o _I #4 AT 24 OC VERT, # �_. . I T 12" MIN., O� O o° n -�! AT 18" OC HORIZ, WHERE T STEM WALL HEIGHT > 1'-6" " MiN CONT. 4 -2" �` " # � -' y• 112 MIN _ #4 CONT TOP AND BOTT 8" 3" CLR ao NOTES 1.) WATERPROOFING, FLASHING, , A ND DRAINAGE BY OTHERS. 3" CLR, TYP �k---12" 1 `SPREAD FOOTING PER 2.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. PLAN WHERE OCCURS 3.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT PERMIT# ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. BUTTE COUNTY DEVELOPMENT SERVICES 4.) PROPER CARE MUST BE TAKEN TO DRAIN WATER TO PREVENT BUILD-UP OF REVIEWED FOR WATER BEHIND RETAINING WALL. WALL HAS NOT BEEN DESIGNED FOR CODE COMPLIANCE HYDROSTATIC PRESSURE. 5.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. DATE I_12 �� BY TYPICAL FOUNDATION DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL NO SCALE S3.3 NO SCALE QVVESS/049 KL -j. B lF'L Z No. 75688' m ml . 6/ 0/18 CIVIL q�FOFCAL\F�� 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �✓ r 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J W LU O< ® 2U WCr w J 0 J z> <O Z = 00 Q U p0 D W 0- U Q FWU 0 W W LJ_ .J< � Qo U N U < elgpw® 0 U REVISIONS: QOWNER REV. 4/13/17 Q2 OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: kr-j r1vuiv 12" MIN. j, NOTES: 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. 2.) FLOOR FINISH INSTALLATION MUST BE DESIGNED BY OTHERS WITH CONTROL JOINTS, ISOLATION MEMBRANES, ETC. TO ACCOMMODATE VERTICAL AND HORIZONTAL DIFFERENTIAL MOVEMENT BETWEEN (E) FLOOR AND (N) SOG. 3.) FOUNDATION SIZES, REINFORCING SHOWN, AND FRAMING SHOWN SHALL BE FIELD VERIFIED AND ANY DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. TYPICAL FOUNDATION DETAIL 2 NO SCALE ��.3 NO SCALE WALL FRAMING " PER PLAN --- P.T. SILL AND A.B. PER 3/S3.1 53.3 SHEAR PER PLAN E.N. /WALL FRAMING PER ARCH, _2'-2" MAX ABV. TOP OF SOG - f PER PLAN J CONT. #4 I 8" MIN CLR TO 8" CMU STEM WALL y,,n-M II FINISHED GRADE TO -SHEAR PER PLAN #4 AT 16" O.C. HORIZ. - /SLOPE FINISHED PT DF SILL c ND MERE OCCURS LAP PER SCHED. .1 1- - - _.._._ C GRADE AWAY AB PER 3/� � 1 EN FROM 1/2" ISOLATION JOINT rik 3 1/2" #4 CONT FOUNDATION CONCRETE ELEV. PER ARCH #4 DOWEL WITH 12" SLAB -ON -GRADE • �ROUGHEN SURFACE TAIL, AT 24" O.C. PER PLAN 1/4" AMPLITUDE 00°.,111 CONCRETE - I _ ELEV. PER ARCH SLAB -ON -GRADE °o °°I_ ` I r PER PLAN -- O o°o� ' i I . L -i #4 SLAB TIES --CONCRETE SLAB -ON -GRADE AT 4'-0" OC ° ° I I PER PLAN. SLOPE PER #4 VERT AT 16" O.0 -- o 1 I- " 4 0 0 J °"J°'10( p° ARCH WHERE REQ'D o Oa o _I #4 AT 24 OC VERT, # �_. . I T 12" MIN., O� O o° n -�! AT 18" OC HORIZ, WHERE T STEM WALL HEIGHT > 1'-6" " MiN CONT. 4 -2" �` " # � -' y• 112 MIN _ #4 CONT TOP AND BOTT 8" 3" CLR ao NOTES 1.) WATERPROOFING, FLASHING, , A ND DRAINAGE BY OTHERS. 3" CLR, TYP �k---12" 1 `SPREAD FOOTING PER 2.) FOOTINGS SHALL BE LEVEL AND BEAR ON CLEAN, UNDISTURBED SOIL. PLAN WHERE OCCURS 3.) FOUNDATION MAY NOT PERFORM AS INTENDED AND MAY FAIL UNLESS STRICT PERMIT# ADHERENCE IS MAINTAINED IN ALL ASPECTS OF DETAIL REQUIREMENTS. BUTTE COUNTY DEVELOPMENT SERVICES 4.) PROPER CARE MUST BE TAKEN TO DRAIN WATER TO PREVENT BUILD-UP OF REVIEWED FOR WATER BEHIND RETAINING WALL. WALL HAS NOT BEEN DESIGNED FOR CODE COMPLIANCE HYDROSTATIC PRESSURE. 5.) MINIMUM REBAR SPLICE LAP LENGTH IS (80) BAR DIAMETERS U.N.O. DATE I_12 �� BY TYPICAL FOUNDATION DETAIL 4 TYPICAL SLAB FOUNDATION DETAIL NO SCALE S3.3 NO SCALE QVVESS/049 KL -j. B lF'L Z No. 75688' m ml . 6/ 0/18 CIVIL q�FOFCAL\F�� 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHED STRUCTURAL CALCULATIONS �✓ r 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J W LU O< ® 2U WCr w J 0 J z> <O Z = 00 Q U p0 D W 0- U Q FWU 0 W W LJ_ .J< � Qo U N U < elgpw® 0 U REVISIONS: QOWNER REV. 4/13/17 Q2 OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: HOLDOWN PER PLAN AT HDU HOLDOWNS AT (E) FOUNDATIONS PROVIDE 5/8" DIA. A307 THREADED ROD IN SIMPSON SET -XP EPDXY WITH 9" MIN. EMBED IN (E) FOOTING (MEASURED FROM BOTTOM OF SLAB). INSTALL PER MFR. RECOMMENDATIONS. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING\ (E) SLAB ON GRADE SHEAR PLY AND NAILING PER PLA HOLDOWN AND PER SCHEDULE CONTINUOUS WA WHERE OCCURS - PARTIAL PLAN PLY AND INMILINka PER PLAN TYPICAL CORNER HOLDOWN DETAIL NO SCALE PER ARCH RAKED PLATE WHERE OCCURS CS16 X 2X BLOCK LENGTH FLAT, TYP TOP PLATE PER 9/S3.1 WALL FRAMING PER PLAN, TYP-- 1/2 STRAP LENGTH 9 S3.4 TOP PLATE PER 9/S3.1 —+ —+ - E.N. -r---- TYP +I II II 1+I - II E.N. TYP+ 1+I 1+I 11 - - -SHEAR PLY PER PLAN, OTHERWISE PROVIDE 3/8" MIN APA RATED CORNER WHERE OCCURS PLY WITH 8d NAILS AT 6" O.C. EDGES AND 12" O.C. FIELD TYPICAL OFFSET TOP PLATE DETAIL 8 PROVIDE GAP BETWEEN PANELS AS REQ'D. BY MFR., 1/8- MIN.— ROOF PLY AND NAILING PER PLAN U' 2X4 OVERFRAMING _ AT 24" O.C. (3) 16d ROOF PLY TOENAILS, AND NAILING TYP PER PLAN---,-, 2X4 WITH 16d NAILS E.N. PLY AT AT 12" SLEEPER, O.C., TYP TYP --- — T T T T LT41 `-2X SLEEPER WITH (3) 16d NAILS AI EA RAFTER OR TRUSS 2X4 VERT. AT 24" O.C. WITH (4) 16d TOP AND (2) 16d TOENAILS BOTT., TYP TYPICAL OVERFRAMING DETAIL NO SCALE RAFTER OR TRUSS PER PLAN, TYP NOTE: WATERPROOFING, FLASHING, DRAINAGE, AND VENTING BY OTHERS. 16" (4) 16d ---- RAFTER PER PLAN A35 CLIP PER SHEAR WALL SCHED., OTHERWISE 4'-0" O.C., TYP ./ H2.5T EA. JOIST DBL TOP PLATE PER 9/S3.1 WALL FRAMING PER PLAN -- ROOF PLY AND NAILING PER PLAN 2X WITH (4) 8d TOENAILS TO BLOCK AT EACH END 2X BLOCK AT 24" O.C. N. SHEAR PER PLAN, TYPE "6" MIN. PER SHEAR WALL SCHEDULE, U.N.O. TYPICAL RAKED SAVE DETAIL NO SCALE S3.4 NO SCALE TOP BOLT CENTERED 1 1/8- LSL, TYP 2" I " I 6 S3.4 \S3.4 TOP BOLT CENTERED IN 1 1 /8" LSL, TYP\\ NOTE: WATERPROOFING, FLASHING, DRAINAGE, AND VENTING BY OTHERS. 2X WITH (4) 8d TOENAILS TO JOIST AT EACH END\ ROOF PLY AND NAILING PER PLAN A35 CLIP PER SHEAR WALL E.N SCHEDULE, OTHERWISE 4'-0" O.C., TYP.--, tl H2.5T EA. JOIST DBL TOP PLATE PER 9/S3. WALL FRAMING PER PLAN -- TYPICAL EAVE DETAIL NO SCALE `ROOF JOIST PER PLAN CONT. SOLID N. SHIM WITH (2) 16d AT 16" O.C. —SHEAR PER PLAN, TYPE "6" MIN. PER SHEAR WALL SCHEDULE, U.N.O. NOTE: WATERPROOFING, FLASHING, DRAINAGE, CORROSION PROTECTION, AND VENTING BY OTHERS. 3 S3.4 E.N. WATERPROOFIN FLASHING, 2X BLOCK DRAINAGE, A CORROSION PROT!_CTIO BY OTHERS, TYP 16d AT 6" O.C. BEAM PER PLAN WHERE OCCURS WITH CONN. TO LEDGER PER 1/S3.4 2X BLOCK MALL FRAtil!NG TRELLIS INFILL AND PER PLAN 0 ONN. BY OTHERS 4X10 LEDGER ATH (3) 1/4" DIA. X 8" SDS SCREWS AT 12" O.C. AND -ACH END OF LEDGER SEGMENTS. DO NOT SPLICE LEER AT BEAM INTERSECTIONS SHEAR PER PLAN, TYPE "6" MIN PER SWS U.N.O., TYP ENTRE WALL /PRE-DRILLSCREW HOLES 5/32" AS REQUIRED TO AVOID SPLI NG. TYPICAL LEDGER DETAIL 2 NO SCALE -HD POST PER PLAN ROOF PLY AND 3 I NAILING PER PLAN - -SHEAR PER PLAN A35 CLIP PER SHEAR WALL SCHEDULE, OTHERWISE (2) 3/4" DIA. THRU 2 1/2� 3" (2) 3/4" DIA. THRU 2 1/2�� PT DF SILL AND 4'-0" O.C., TYP. E.N. BOLTS WITH STD WASHERS - - 2" BOLTS WITH STD WASHERS - /AB PER 3/SD1 E.N. RAFTER PER PLAN 2 1/2" WIDE PLATE AT POST _ 2 1/2" WIDE PLATE AT POST E.N. POST PER PLAN A POST PER PLAT --- 2X WITH (4) 8d TOENAILS N NOTE: PROVIDE 9" MIN. HD ANCHOR TO JOIST AT EACH END BEAM PER PLAN, TYP B PER PLAN\ EMBED IN (E) FOOTING (MEASURED 1 1/2" FROM BOTTOM OF SLAB 1 /4" PLATE X 7 3/8" 3/1� 1 /4" PLATE X 7 " H2.5T EA. RAFTER WIDTH X BEAM DEPTH WIDTH X BEAM DEPTH _ ' BEAM PER (3) 16d EA. (E) TRUSS E,N, PLAN, TYP ? E.N (3) 3/4" DIA. THR6, 1/ 4" PLATE X (3) 3/4" DIA. THR / 1 4" PLATE X BOLTS W11TH STD BOLTS WITH STD —� DIMENSIONS DIMENSIO S 4 CONT. BAR x (E) TRUSS AT 24" O.C. SOLID BLOCKING E N WASHERS, TYP = REQ,D WASHERS, TYP 'D , TOP AND BOTT. NI > e 4X CRIPPLE FRAMING AT 16" O.C. 3/16 - � A (F) FNDN PER PLAN LOCATE DIRECTLY ABOVE (E) STUDS BELOW --LSTA15 STRAP AT 48" O.C. A 12" MIN. TOP PLATE PER 9/S3.1 NOTES: 1. FOUNDATION SIZES AND REINFORCING SHOWN SHALL BE FIELD VERIFIED AND ANY (E) WALL FRAMING AT 16" O.C. MAX SHEAR PER PLAN DISCREPANCIES BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO CONSTRUCTION. - 2. SPECIAL INSPECTION REQUIRED FOR EPDXY ANCHORS. NOTES: 3. PROVIDE 1 3/4" MINIMUM EDGE DISTANCE AT ANCHORS (MEASURED FROM CENTER OF ANCHOR 1.) WATERPROOFING, FLASHING, VENTING, AND DRAINAGE BY OTHERS. TO FACE OF CONCRETE). 2.) OVERFRAMING PER 6/S3.4 NOT SHOWN FOR CLARITY. TYP HD ATE FOOTING DTL - IF REC.Q'D 10 TYPICAL ROOF FRAMING DETAIL NO SCALE S3.4 NO SCALE �J PARTIAL PLAN PARTIAL PLAN CORNER POST CONN TEE POST CONN. TOP BOLT CENTERED IN 1 1/8- LSL oo I I 3" -- I —2 1/2 BEAM PER PLAN W1'5x9.5 X BEAM/LEDGER DEPTH, (3) 3/4" DIA. THRU BOLTS WITH STD WASHERS, TYP-, NOTE: PRE -DRILL SDS SCREW HOLES 5/32" AS REQUIRED TO AVOID SPLITTING. PARTIAL PLAN BEA EDGER CONN. �1/4DIA. SDS SCREWS WITH 4" EMBED IN BEAM/LEDGER. PROVIDE 3/4" MIN. CLR EDGE DIST. AT SIDES OF WT v BEAM OR LEDGER PER PLAN NOTE: WEATHER TREATMENT, FLASHING, DRAINAGE, AND CORROSION PROTECTION BY OTHERS. PERMIT # 7 CAL TRELLIS DETAILS BU17E COUNTY DEVELOPMENT SERVICES 1 REVIEk'VE-9 CODE CO NO SCALE COMPLIANCE S3.4 4 DATE 1 •22' � _.. BY_. Q�pFESSIONq rNo. 75688' rri 6/ 0/18 s� Civ��- gTFOF CAOF 11/09/17 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE ONLY WITH THE ATTACHEDSTRUCTURAL CALCULATIONS ,a u:- 1 383 Rio Lindo Ave. Suite 200 Chico, CA 95926 P. 530.592.4407 SummitChico.com J W LLj ®Q Lon 2U W LU � J <z > 0 J QO Z = 00 f— 0 Q U 100 Z) Q � W �- U WU 2 W W = � LL Q ri UO Q CL REVISIONS: Q1 OWNER REV. 4/13/17 &OWNER REV. 11/9/17 DATE: 8/22/16 SCALE: NTS DRAWN BY: RKB JOB NUMBER: 16-198 SHEET: S3s4 (VOTES GENERAL NOTES: 1. ALL WORK & MATERIALS SHALL STRICTLY UNIFORM TO ALL APPLICABLE CA BUILDING CODES, STATE CODES, REQUIREMENTS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, PUBLIC UTILITY COMPANY, TELEPHONE COMPANY, CABLE AND TV COMPANY, & ALL OTHER AUTHORITIES HAVING JURISDICTION. 2. BUILDING SHALL COMPLY WITH 2013 CRC, 2013 CGBSC, 2013 CMC, 2013 CPC, 2013 CEC, 2013 CALIFORNIA ENERGY CODE (CEC PART 6) AND THE 2013 CALIFORNIA FIRE CODE (CFC).CODES AND REGULATIONS SHALL BE CONSIDERED AN ESSENTIAL PART OF THESE SPECIFICATIONS AND, IN THE ABSENCE OF DEFINITE REQUIREMENTS HEREIN, THE PROVISIONS OF SAID ODES AND REGULATIONS SHALL BE OBSERVED. 3. ALL WORK IS SUBJECT TO BUILDING DEPARTMENT FIELD INSPECTORS APPROVAL. 4. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE,WORKMEN, AND ALL OTHER PERSONS DURING CONSTRUCTION. 5. ADDITIONAL LAYOUTS AND/ OR PLANS(LANDSCAPE, PLUMBING, HEATING AND VENTILATION, MECHANICAL, ELECTRICAL ETC.) BY OTHERS, UNLESS OTHERWISE NOTED OR INDICATED ON THE DRAWINGS. 6. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE. UNLESS INDICATED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 7. WATER HEATERS SHALL HAVE RIGID WATER CONNECTIONS. WATER HEATERS SHALL HAVE SEISMIC STRAPS PER CODE. 8. HOSE BIBS SHALL BE PROTECTED BY APPROVED, NON-REMOVEABLE BACK FLOW PREVENTION DEVICES. 9. THE BUILDING SHALL BE RODENTAND INSECT PROOF. SCREEN ALL OPENABLE WINDOWS. 10. IT IS THE OWNER/CONTRACTORS RESPONSIBILITY TO VERIFY THAT THE PROPOSED PROJECT CONFIRMS VVITH C.0 & R'S (COVENANTS, CONDITIONS, AND RESTRICTIONS) OF THE SUBDIVISION AND APPROVAL OF THE PROPERTY OWNERS ASSOCIATION IF REQUIRED. 11. INSTALL STREET ADDRESS NUMBERS OF SUFFICIENT SIZE AND CONTRASTING MATERIAL TO BE READILY VISIBLE FROM THE STREET. 13. PROVIDE FIRE SPRINKLERS IF RESIDENCE IS GREATER THAN 3000 SQ FT OR MORE THAN 150 FT. FROM FIRE HYDRANT 14. FIRE SPRINKLERS IF REQUIRED, TO BE INSTALLED PRIOR TO FRAMING FINAL 15. DRIVEWAY NOTE: RETAIN 1" LIPAT EXISTING ROADSIDE MOUNTABLE DIKE FOR FLOW CONTINUITY ACROSS DRIVEWAY WHEN APPLICABLE. 16. ALL PLUMBING SHALL BE INSTALLED BY LICENSED PLUMBER & FILED BUTTE COUNTY DEPARTMENT OF BUILDING 17. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST AND SHALL NOT EXCEED ONE THIRD OF THE DEPTH OF THE JOIST 18. FLASHING: ALL SHEET METAL FLASHING SHALL BE MINUMUM 26 GAUGE GALVANIZED METAL UNLESS OTHERWISE NOTED. LAP ALL JOINTS 12" MINIMUM. FLASH AND COUNTER FLASH ALL ROOF TO WALL INTERSECTIONS 19. GUTTERS AND DOWNSPOUTS SHALL BE GALVANIZED STEEL(BONDERIZED TO RECEIVE PAINT UNLESS PRE -PAINTED). UNLESS OTHERWISE NOTED ON DRAWINGS. PROVIDE DOWNSPOUTS AT EACH GUTTER. _O TITLE w A 9% 0 PwIft, GARCIA 'A' UD1T1()1PkN ANU wKmmfth'E M 0 sumuffft' E L SYMBOLS/ABBREV. (NTS) SCOPE OF WORE ® DOOR CALLOUT 1. 600 S.F. ADDITION WITH NEW BEDROOM, LIVING ROOM, BATHROOM & CLOSET # _ _ # N 2. NEW CONCRETE PATIO WITH WOOD PERGOLAAT REAR # # O WINDOW CALLOUT 3. NEW ENTRY DECK WITH WOOD PERGOLAAT FRONT & SIDE ENTRY ® (N) WALL 4. REMODEL EXISTING KITCHEN WITH NEW CABINETS AND COUNTERS SECTION ELEVATION NORTH 5. REMODEL EXISTING BATHROOM REFERNCE REFERNCE ARROW #_ _ ELEV. LEVEL 6. REMODEL EXISTING 2 BATH CALLOUT 7. REMODEL EXISTING LIVING ROOM (E) - EXISTING 8. FIX AND PAINT EXTERIOR STRUCTURE I I # # (N) - NEW I W - WASHER # D - DRYER DETAIL SPOT ELEVATION KEY NOTE CALLOUT CALLOUT TYP. - TYPICAL BUTTE COUNTY 110 DEC 12 2016 LIVING ROOM 16'X 12.7" DEVELOPMENT SERVICES ROOM NAME, P-Gp ROOM # val VICINITY MAP (NTS) AREA MAP (NTS FORBESTOWN ROAD HWY 70 HWY 162 201 FIRE CAMP 00 BLACKBART ROAD FORBESTOWN ROAD e FIRECAMP ROAD '- s e m, n. a..w ,• i ,...,_ f r....roecw. ..- waw... mnn._ e PROJECT INFORMATION E lftNm C E GAP"""CIA RESIPU"" 201 FIRE CAMP ROAD OROVILLE, CA 95966 DRAWING SCHEDULE A 0.0 COVER SHEET If A 0.1 GENERAL NOTES li A 0.2 GENERAL NOTES/TITLE 24 A 1.0 SITE PLAN /1(� A 2.0 FLOOR PLAN A 2.1 DIMENSION PLAN A 2.2 ROOF PLAN A 3.0 NORTH & SOUTH ELEVATION A 3.1 EAST & WEST ELEVATION & SECTION A 4.0 DETAIL SHEET E 1.0/M 1.0 ELECTRICALAND MECHANICAL PLAN S 1.0 STRUCTURAL NOTES S 2.1 FOUNDATION AND WALL FRAMING PLAN S 2.2 ROOF FRAMING PLAN S 3.1 TYPICAL STRUCTURAL DETAILS S 3.2 TYPICAL STRUCTURAL DETAILS S 3.3 TYPICAL STRUCTURAL DETAILS S 3.4 TYPICAL STRUCTURAL DETAILS PROJECT DATA OWNER: JOEL GARCIA (805) 319-9843 ADDRESS: 201 FIRE CAMP ROAD OROVILLE, CA 95966 ASSESSORS PARCEL NUMBER 072410013000 ZONING/OCCUPANCY R-3 BUILDING USE RESIDENTIAL TYPE OF CONSTRUCTION TYPE V -B CONDITIONED FLOOR AREA EXISTING FLOOR 900 SF NEWADDITION FLOOR 600 SF TOTAL CONDITIONED 1500 SF PATIO/DECK AREA NEW CONCRETE PATIO 675 SF NEW WOOD DECK 168 SF TOTAL PATIO/DECK AREA 740 SF LOT SIZE: 18.5 ACRES CONSULTANTS DESIGNER PROJECT MANAGER DESIGN SI MAISON CONSULTING ROUBEN MOHIUDDIN CHICO, CA 95973 CID #29769 (510) 593-6107 713 BURNT RANCH WAY trent-datwyler@yahoo.com CHICO, CA 95973 (310) 430-8466 UI t I LE CO_ UNITY roubenm@designsi.net DIVISION STRUCTURAL ENGINEER SURVEYOR SUMMIT ENGINEERING TIMOTHY GIORDANO RYLAND BURDETTE, P.E. 2 MARGARET DRIVE 383 RIO LINDO AVE OROVILLE, CA 95966 CHICO, CA 95926 (530) 532-1029 (530) 592-4407 EXT. 102 ryland@summitchico.com PERMIT#`� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE .� DATE�,S_�"' BY Complete construction Post Debris Recovery final report documentation and V.O.C. Compliance F7.......d....:a - o.:u:__ n:.:':'_ - --. _ I . building inspection Ir ML �M1 t .r 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 10/28/16 BIDIPERMIT SET FINAL REVISED 12/9/16 RE SUBMIT TO COUNTY LEGEND Q O0-) Ln Iff G Q Q U U 11J W J w fy - (� - > I- LL' O Ago ithk oOff Is � 000,90 Q44 f r% kt�j DRAWING TITLE COVER SHEET DRAWN BY: RM, ZH SCALE NTS DATE 10/5/16 SHEET # A�OmO C. SITEWORK, DEMOLITION AND FOUNDATION Where a Soils and/or Geology Report and/or Grading Pre -Inspection Report has been made, they shall be considered a part of the Construction Documents, and Contractor shall follow any recommendations contained therein. 4. Contractor shall provide basement and crawl space access and ventilation to all subfloor areas in accordance with local codes and confirm foundation vent locations with Designer prior to pouring foundations. 5. Where interior crawl space or room, pit or basement floor slabs are below exterior finish grade, Contractor shall provide drainage at footing perimeter and W.R. Grace Bituthane or equal waterproofing of all exterior surfaces of foundation retaining walls. Drainage shall consist of 5" diameter PVC schedule 40 perforated pipe set below floor line, sloped to drain, and connected underground to approved storm drainage system or street. Pipe shall be surrounded with 2 feet of 3/4" washed gravel and topped with a filtration fabric. Direction of holes in pipe should face downward. Protect wall waterproofing with 1/2" rigid mineral fiber insulation board and backfill with sand and gravel or an approved substitute such as Miradrain. 6. All concrete floor slabs shall be poured over 2" of sand over a continuous 6 mil waterproof membrane set on 2" sand bed over 4" crushed rock on natural or compacted soil. For slabs set below exterior grades, the crushed rock bed shall be drained to storm drain system or relieved at perimeter with a perforated pipe connected to approved storm drain system or street to prevent subfloor saturation. 7. Any landscape or planter retaining walls against earth which are specified without perimeter drains Shall be provided with adequate weep holes surrounded on the backside by a minimum 6" of gravel backfill at base of wall. All enclosed planters shall be waterproofed on the inside and supplied with bottom drains connected to storm drain system. 8. All concrete slabs to be removed shall first be neatly sawcut with no overcutting. 9. Patching of concrete slabs shall be performed so as to leave the patch surface level with and matching the existing adjacent slab. 10. Contractor shall provide positive drainage of all finished grade surfaces, sidewalks and patios away from structures and verify that all areas affected by construction are properly drained, with no ponding. 11. Contractor shall remove all excavated or excess soil, debris and materials not required by construction. Confirm any items to remain, or to be salvaged with Designer and Owner prior to start of construction. D. FRAMING, ETC. 1. Contractor shall remove and replace all termite damaged or infested wood in all portions of existing structure to remain. Verify with Owner and Designer if questionable. 2. In addition to any structural grade requirements, all exposed wood beams and posts shall be selected for best appearance grade, with a minimum of knots, cracks and checks. 3. Contractor shall provide access to all attic areas and plumbing as required by code and shall confirm access locations with Designer prior to framing. 4. Contractor shall provide screened through -wall ventilation to enclosed garage areas if required by code and shall confirm vent locations with Designer prior to framing. 5. Contractor shall coordinate framing with proposed locations of electrical, mechanical and plumbing work so as to avoid changes in framing which might conflict with proposed equipment, fixture or diffuser locations. 6. Provide framed openings for medicine cabinets during rough framing, confirming size, location and heights of openings with Designer prior to construction. 7. Provide blocking as required for cabinets, toilet paper holders, towel bars and other specialty items. 8. All exposed wood beams, decking or other members installed prior to enclosing the building envelope and completing roofing membrane shall be protected during construction against moisture, staining and other damage by protecting with weatherproof plastic wrappers and additional protective measures as may be required. 9. All roof beams and supporting posts shall be anchored to provide resistance against uplift. Posts shall be anchored to the footings or under -floor construction. All anchorage shall be not less than 1/2" bolts or 1/2" lag screws. 10. Use kiln -dried framing for all framed floor or wall areas to receive ceramic tile, marble or granite. See Structural Notes and Drawings for additional information. E. ROOF, ROOF FLASHING & DRAINAGE 1. All roofs to be min. Class A, 20 year bondable, meeting code and specifications requirements. Confirm specifications with Owner & Designer. See drawings. 2. General Contractor and Roofing, Membrane, and Flashing Contractors shall each furnish an unconditional written guarantee to Owner covering all materials and installation of all new roofing, flashings and water -proof membranes for a period of 10 years following final completion of construction. 3. Contractor shall employ a qualified independent inspection service for inspection of the roof installation, including any insulation and flashings, and shall confirm arrangements with Owner, Designer, manufacturer's representative and roofing contractor prior to construction. 4. Where clay, stone, cement, or other heavy roofing tiles or shingles apply, roof areas shall be fully and evenly loaded with tiles to ultimate loading prior to applying lath and plaster to walls. 5. Roofing underlayment in high wind areas shall be W.R. Grace Ice and Water Shield self- adhering membrane, placed directly on roof sheating, in accordance with manufacturers recommendations and installation requirements. 6. Tile roofs shall have all boundary tile attached with either 11 gauge nails or approved ties. Boundaries include all eaves„ hips, ridges and gable rakes. In addition to the nails or ties, such boundary tile shall be attached at the exposed end to the tile next below or to the wood support with a continuous bead of roofer's mastic. Every field tile shall be attached with at least one nail or other approved devices. For mission type tile, provided Designer approves, cement mortar may be substituted in lieu of roofer's mastic for tile to tile connection provided the tiles are saturated prior to installation. Barge and rake tile shall be attached with a minimum of two nails. Open ends of eave tile shall be filled with either a birdstop or mortar. If mortar is used, it shall be applied to saturated tile. 7. All built up roof areas shall have min. 1/4" per foot pitch to drains for spans up to 20'-0", 1/2" per foot for spans over 20'-0". Emergency overflow scuppers or drains shall be installed with outlets 2" above principal roof drains, and shall be independent of principal roof drains or gutters. domes to protect 8. Unless otherwise noted, all roof area drains shall be large low profile cast iron general purpose drains with removable perforatedp against clogging, and shall be installed with the recommended flashing. Use side outlet type where ceiling clearance requires it. Perforated domes shall be fine enough to prevent roof gravel from entering drain. 9. All roof, parapet, chimney and other flashings shall be installed so that they are water -tight. Notify Designer of any points where water or moisture may penetrate for additional water protective measures. Parapet coping caps shall be installed so as to be continuous and level, with welded seams, and shall be installed to slope a minimum of 1/2" per foot towards the roof side. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending. 10. All copings, scuppers, gutters, downspouts, leader boxes or other sheet metal work shall be properly flashed and shall have welded or sealed waterproof joints. All bends, seams, splices or other connections shall be straight, smooth and continuous without dimples or dents. Unless specified, sheet metal gauge shall be sufficient to withstand denting or bending. 11. Provide galvanic or bituminous insulation as approved by Designer between dissimilar metals. 12. Unless otherwise noted, all concealed interior roof drain downspouts shall be PVC schedule 40, min. 4" diameter or larger as specified sufficient to handle roof areas. All connections shall be water -tight. 13. All roof drainage shall be carried to the street or other code approved drainage area via non-erosive devices as required by code. At base of all exterior downspouts provide minimum 4" diameter PVC schedule 40 lines underground to street, roadway or a drainage swale. Verify layout with Designer prior to installing. See UTILITIES section for additional information regarding drainage. 14. All exterior caulking shall be highest quality exterior grade silicon caulk recommended for extreme temperature variation. Confirm color with Designer for specific applications. F. ENERGY/INSULATION: California State Design Standards 1. All new and existing exterior walls which are opened during the course of construction shall be insulated with blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft -Faced Thermal Batts, with a minimum thermal resistance of not less than R-13 2. All new ceilings and attics shall be insulated with blanket type mineral or glass fiber insulation conforming to Federal Specification ASTM C-665, Type II, Class C for Kraft -Faced Thermal Batts, with a minimum thermal resistance of not less than R-19. 3. Insulation thickness and thermal resistance shall conform to Title 24 regulations for climate zone of job site. Confirm insulation type and thickness with Owner and Designer prior to finalizing general construction contract. 4. Buildings located in climate zones 1, 14 and 16 shall be provided with vapor barriers. Swinging doors or windows to the exterior or unconditioned spaces such as garages shall be fully weatherstripped and gasketed to limit air infiltration. 5. Any operable glass doors or windows shall be certified and labeled to show conformance with air infiltration standards for 1972 American National Standards Institute (A134.1, A134.2, A134.3, A134.4) when tested pressure differential of 1.57, 16/FT2. As perASTM E293-73. Confirm type of weatherstripping and specifications with Designer prior to finalizing constructio n contract and subcontracts. 6. Any required tinted glass shall be permanently tinted by the manufacturer of the glazing material and shall provide a maximum tinting coefficient of 0.75. 7. All continuously circulating domestic heating or hot water piping shall be insulated as required by the plumbing division. 8. A Certificate of Compliance (available at Building Department office) shall be signed by the insulation Contractor, certifying conformance with current energy regulation: California Administrative Code, Title 24, State of California. Certificate shall be prominently posted on the site. 9. The building design meets the requirements of Title 24, Part 2, Chapter 2-53. All insulation materials shall be certified by the manufacturer as complying With the California Quality Standards for Insulating Material. 10. All fan systems exhausting air from the building shall be provided with back draft dampers. 12. New Masonry and factory built fireplaces shall have the following: a) Tight fitting closing metal or glass doors covering the entire opening of the firebox. b) A combustion air intake, to draw air from the outside of the building directly into the firebox, which is at least six square inches in area and is equipped with a readily accessible, operable and tight fitting damper. c) Tight fitting flue damper with readily accessible control. / d) Continuous burning pilot lights are prohibited. 13. Ducts shall be constructed, installed and insulated according to Chapter 10 of the latest edition of the Uniform Mechanical Code. All parts of the duct system shall be tightly sealed with mastic or tape. 14. Gas fired household heating and cooling appliances, shower heads and faucets shall comply with the appliance efficiency standards. 15. General lighting in kitchen and bathrooms shall have an efficiency of not less than 25 lumens/watt. 16. Thermostatically controlled heating or cooling systems (except heat pumps) shall have an automatic thermostat with a clock mechanism which can be manually programmed to automatically set back the thermostat set points for at least two periods within 24 hours. Also see MECHANICAL notes. DOORS, WINDOWS 1. Confirm manufacturer's door, window, hardware and screen selections and finishes with Designer for all units prior to ordering. 2. Prior to installation, all painted wood door and window frames shall be primed with an approved primer compatible with finish paint specifications, including back sides of frames, frame bucks and end grain cuts. Stained wood frames shall be back -primed so as not to show in finish. 3. Glass doors, adjacent glass panels within 24" of doors, and all glazed openings within 18" of the adjacent floor or landing shall be of glass approved for impact hazard. 4. All glass used for glazing exterior openings shall be limited in area and thickness as shown by Table No. 17-C and as modified by Table No. 17-D of the Building Code. Exceptions Nos. 1, 2 and 3 of Section 91.1711(a) are not applicable in a "High Wind Velocity" area. 5. All new openings in exterior walls, including windows and doors, shall comply with the C.R.0 specifications for security openings. See Security Notes and Door and Window Schedules for additional information. 6. All legal fire exits shall be marked and lighted per code if required, and shall be openable from inside without a key or any special knowledge. 7. All exterior and interior doors shall be installed with 1-1/2 pair of hinges unless noted otherwise. Verify hinge type and finish with Designer prior to ordering. 8. Exterior wood door sills shall be teak. 9. All exterior doors shall be weatherstripped at heads, jambs, and meeting stiles with continuous interlocking type bronze weatherstripping. All exterior door sills shall be provided with extruded bronze interlocking thresholds with concealed bronze hooks and rain drips. Weatherstripping shall be Pemko or equal as approved by Designer. See ENERGY section for additional information regarding weatherstripping, etc. SECURITY NOTES For all openings marked as security openings on the door and window schedules, the following shall apply: 1. SWINGING DOORS a. Door stops of in -swinging doors shall be of one-piece construction with the jamb. b. All pin -type hinges which are accessible from outside the secured area when the door is closed shall have a non -removable hinge pins. In addition they shall have min. 1/4" steel jamb with 1/4" min. projection. C. The strike plate for latches & the holding device for projecting deadbolts shall be secured to the jamb & wall framing with 2 1/2" long screws. d. Unless noted otherwise, all exterior doors shall be flush -type doors, 1 3/4" thick, with solid core construction, & shall be installed with dead locking latches. Deadbolts shall have min. 1" throw & min. 5/8" embedment, straight type, & shall contain hardened inserts. Locks shall be flush key -operated cylinders on exterior, & shall be operable without key, special knowledge or special effort on interior. e. Cylinder guards shall be installed on all cylinder locks whenever the cylinder projects beyond the face of the door or is otherwise accessible to gripping tools. f. Glass doors shall have fully tempered glass complying with local code. 2. SLIDING DOORS a. Sliding glass doors shall have fully tempered glass complying with local code. b. Sliding glass doors shall be equipped with locking devices and shall be so constructed and installed that they remain intact and engaged when subjected to the tests specified by local code. C. Sliding doors shall be provided with a device in the upper channel of the moving panel to prohibit raising and removing of the moving panel in the closed or partially open position. 3. WINDOWS a. All operable windows shall be provided with substantial locking devices. FINISHES, CABINETRY, RAILINGS, ETC. 1. Contractor shall submit actual material samples for Designer's and Owner's review of all final finish materials, paint and stains prior to ordering materials. Stucco: 2. The use of 1-1/2" x 17 ga. self -furring woven -wire lath (by Davis -Walker, Tree Island, or equal) will be acceptable only with Designer's written approval. Lath must have water resistant, waterproof asphalt impregnated paper backing. Where lath is placed over monolithically sheathed walls, a second layer of waterproof asphalt impregnated paper is to be applied under paper backed lath. Both layers of paper must be kept covered and protected from sunlight at all times preceding stucco application. 3. Fasten all stucco lath with furring nails, not staples, regardless of whether or not lath is self -furring. 4. Exterior stucco shall be minimum 3 -coat application over weighing not less than 3.4 Ib. per sq. yd. after fabrication expanded metal small diamond mesh lath, fabricated from galvanized sheets, and securely fastened over factory applied paper waterproof backing, double ply reinforced asphalt impregnated laminated paper conforming to requirements of Fed. Spec UU-B-790B and applicable building codes. Two layers are required over plywood sheathed walls. 5. When plastering over open framing, the plaster thickness must be a min. of 7/8'; over masonry or concrete, a 2 -coat min. 1/2" thickness is acceptable. 6. All window, door and other opening corners shall be reinforced with expanded metal lath nailed diagonally across corner. 7. Install continuous weep screeds at base of stucco walls to lap over concrete foundations just below ground floor framing sill plate, typical. At all hard surface exterior paved surfaces such as patios, driveways, etc., install weep screed 3/8" above finished paving and leave uncaulked. 8. Unless noted otherwise, stucco surfaces shall be straight and plumb with no wobble, wave, or irregularities over the course of the wall plane. 9. Confirm stucco finish with Designer prior to finalizing estimate. DRYWALL / INTERIOR PLASTER: 10. Unless noted otherwise, all plaster and drywall materials and installation shall be according to current U.S. Gypsum Handbook specifications and applicable code requirements. Use waterproof drywall in all bathrooms, kitchens, janitor's closets and wet areas. 11. Standard drywall Installations: block all panel edges and use drywall screws for all panel interior (field) fastening. All comer beads and edge trim shall be set level or plumb, straight and true and checked prior to taping. Go over taping as many times as necessary to obtain an even finish prior to applying skim coat. Apply skim coat and finish smooth. No tape joints or screw locations shall be visible. When completely dry, roll on paint primer coat (do not brush or spray), then sand lightly to smooth finish. Touch up drywall as required and spot prime touch-ups prior to applying final paint coats. 12. Gypsum Wall Board shall be 5/8" thickness unless otherwise noted and Type X fire resistant Gypsum Board where required by the applicable fire building codes. 13. Interior 1 -coat veneer gypsum wall board installations shall be according to U.S Gypsum "Diamond Veneer System", 5/8" base board plus 1 -coat "Diamond" veneer plaster, smooth finish. 14. Interior 2 -coat gypsum wallboard veneer coat installations shall be according to U.S. Gypsum "Imperial Veneer System", 5/8" base board plus 2 -coat "Imperial" veneer plaster, smooth finish. 15. Interior plaster shall be minimum 2 -coat application over 3/8" gypsum lath board. Confirm finish with Designer prior to starting work. Use Keene's cement plaster at all bathroom and wet areas. PERMIT BUTTE COUNTY DEVELOPMENT SERVICES CODEC MEPL AONCE DATE�� r �•y BY s x: x R 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY LEGEND Q0 W < Q0 O0-) Q U U W W -J J U_ O ® 0 cv O W U) Cr 0 - DRAWING TITLE GENERAL NOTES DRAWN BY: RM, ZH SCALE NTS DATE 10/5/16 SHEET # A�00 CERAMIC TILE/STONE: 16. Marble or granite work shall be in accordance with the Masonry Institute of America and Building Stone Institute guidelines. Verify all comer, edge, splash, and other details with Designer prior to starting construction. 17. All ceramic, marble, granite, slate or other tile work shall be according to current standards and specifications of the Tile Council of America and Ceramic Tile Institute. Verify all layouts, trim shapes, grout selections and width, and other specifications with Designer prior to ordering tile. 18. Unless otherwise specified, tile shall be installed on a wire -reinforced mortar bed over a cleavage membrane. All dust shall be completely washed off tile prior to application of the bond coat. Bonding mortar shall cover 100% of both the tile and the surface to be covered approximately 1/8" thick. On marble tile, use gray bonding mortar with darker tile, white bonding mortar with light colored tile. 19. The use of gypsum board for tiled walls or ceilings in showers and other wet areas is prohibited, even for backing 20. The use of Wonder Board or Durock will be acceptable for tile setting bed backing only, and only with Designer's written approval and if a waterproof membrane is installed behind board over studs. Use full sheets wherever possible to eliminate joints. Where joints are unavoidable, hold boards apart 1/8" and use 2" fiberglass tape to reinforce joints. Apply min. 1/2" thick mortar bed plus 1/8" bonding over backing surfaces. 21. Installation of quarry or clay tile, brick or other ceramic or masonry products shall use a max. of .6% by weight low alkali sulfate cement mortar with clean washed sand and alkali sulfate -free water to control efflorescence. Contractor shall require tile or brick manufacturer to wick test and certify in writing to Designer that material is non -efflorescence contributing. 22. Contractor shall be responsible for ordering all ceramic tile and other finish materials with enough lead time so that ordered material can be confirmed as acceptable, and any unacceptable material replaced, without delaying construction. 23. Finish caulking for tubs, counters, and other items shall be color -matched silicon latex caulk. OTHER FINISH ITEMS: 24. All sheet vinyl or vinyl tile floors shall be prepared with the installation of a smooth hardwood veneer plywood underlayment, minimum 1/4" thick, waterproof glue. All bumps, protruding edges or other high points shall be removed or sanded smooth, and all holes, cracks or other depressions shall be filled so that there is no apparent unevenness to the finished floor. Where required, install additional plywood underlayment as necessary ry between finish 1/4" underlayment and structural subfloor so finish vinyl floor is flush with adjacent finish flooring. 25. Hardwood for floors shall be top grade kiln dried material, delivered to the job site and allowed to acclimatize inside the finished heated or air conditioned space for at least two weeks prior to installation. Hardwood floors shall be installed over a membrane layer of Rosinsized (pink) paper over plywood subfloor. Do not use felt or asphalt paper. General Contractor and flooring contractor shall confirm installation and finishing specifications with Designer prior to ordering material. 26. Unless noted otherwise, hardwood floors shall be finished with a minimum 3 -coats of Hardco non -yellowing Moisture Cure clear urethane, satin finish, applied per manufacturer's recommendations. 27. All cabinetry and mill work shall be according to current Woodworkers Institute of California Handbook Standards, premium grade. All drawers and sliding units to be installed with full extension Accuride #4037 (24" maximum width) and #4025 (42" maximum width) guides or equal as approved by Designer. Confirm cabinet style, construction type, hinges and hardware with Designer prior to finalizing construction contract. Cabinet subcontractor shall submit detailed shop drawings of all cabinets, counters, and other built-in cabinetry to Designer for review. A sample cabinet front shall be provided for Owner's and Designer's review prior to manufacturing cabinets. Install pairs of small clear rubber cushions inside all doors and drawer fronts following cabinet installation. 28. All custom run wood moldings, paneling and other millwork shall be tested before, during and after milling so the proper moisture content (dryness) is consistently maintained. 29. Contractor shall include in construction contract installation of all finish hardware, including but not limited to cabinet pulls, knobs, door stops, towel bars, toilet paper holders and other miscellaneous items, regardless of whether these items are supplied by Owner or an allowance. 30. Contractor shall review railings and railing details with Designer prior to finalizing contract. Railing subcontractor shall submit samples and detailed shop drawings for Designer's review prior to manufacture. 31. Install spark arrestors at tops of all chimneys: Min. 12 ga. welded wire with a max. opening of 1/2 inch or equal. See PAINTING section for painting notes. PAINTING 1. Contractor shall include within the scope of his work preparation, priming and finish painting of exterior walls and interior walls and ceilings, including doors, sash and trim work. Confirm any exposed beams, decking, cabinets or wood to be stained and/or clear -sealed prior to ordering. Unless specified otherwise, paint all HVAC grills, speaker grills and miscellaneous cover plates and devices to match walls and ceilings. Confirm paint, stain and finish selections and specifications with Designer, submit color samples and apply sample colors on actual surfaces to be painted for Owner's and Designer's review prior to ordering material. 2. Before beginning, inspect all work to be painted or stained and report to Designer any conditions which will prevent a quality finish from being accomplished. Commencing of work by the Contractor indicates his acceptance of the surfaces. 3. All spaces shall be broom clean, and all surfaces to be painted shall be dry and clean. 4. All woodwork shall be cleaned, sanded and dusted before painting. All woodwork shall be sanded lightly between coats. 5. After priming has dried, apply pigmented white shellac to all knots, pitch and sapwood: putty all nail holes, cracks, open joints and other defects. 6. Tops and bottoms of all doors shall be fully sealed, sanded, and painted after cutting and prior to hanging. 7. To avoid overpainting on finished hardware, including door hinges, all cabinets, wood windows, and doors shall be hung, completely weatherstripped and fitted with locksets and finish hardware, then entirely removed and stripped of hardware for finish painting and/or staining. 8. Remove all electric plates, surface hardware, etc., before painting, protect, and replace when completed. 9. Except as noted, all paint shall be as manufactured by Pratt & Lambert or approved equal. All material shall arrive at the job in unbroken containers with manufacturer's label clearly visible. Unless otherwise noted, all paints shall be applied in strict accordance with manufacturer's specifications and recommendations. 10. Painting coats as specified are intended to cover surfaces completely; if not, further coats shall be applied. 11. All exterior stains shall be Sikkens, Manders or approved equal. 12. Prior to sealing interior plaster or drywall, Contractor shall verify any surfaces to receive paper, and shall obtain written approval of the specific sealer product to be used from the paper manufacturer and hanger. 13. Natural wood finish interior paneling, cabinets, doors and other woodwork shall be stained, if required, and finished with a flat eggshell lacquer sanding sealer as specified by Designer. On soft woods, apply a coat of sanding sealer prior to staining. Confirm stain and finish selections with Designer and provide finished samples on the actual woods used for Designer's and Owner's approval prior to starting work. 14. Exterior concrete masonry units to be clear sealed shall be sealed with an Ashford formula penetrating sealer as approved by Designer. 15. Prior to application, Contractor shall advise Owner and Designer of any finishes, factory or site applied, which do not or cannot meet highest quality specification standards. UTILITIES, PLUMBING, DRAINAGE, ETC. 1. General Contractor shall confirm arrangements for any temporary power and telephone service with Owner prior to finalizing contract. See ELECTRICAL NOTES for additional notes. See Electrical Plans for electrical work. 2. Except as provided by Designer in the Construction Documents, Contractor shall design, prepare necessary plans, have plans checked and obtain building permits for all plumbing systems and equipment. 3. Contractor shall reroute any existing utility lines, conduits or equipment in conflict with new construction and shall confirm rerouting with Designer, and shall note such rerouting on the record drawings. 4. Contractor shall provide and install new underground water and gas supply lines and verify that meter, main, tank and line sizes are adequate to provide acceptable pressure and volume to all fixtures and appliances. 5. All new water supply lines shall be copper and all new and accessible existing hot water lines shall be insulated with R-3 00 or greater pipe insulation with vapor barrier. No soft copper lines permitted. Water lines shall be cushioned where penetrating or tangent to wood framing to reduce sound. 6. All underground copper lines shall be Type L. 7. Copper lines shall have isolation couplings where connecting to existing galvanized iron or steel pipe which cannot be changed to copper. 8. Main water line to domestic system shall be installed with separate gate valve and pressure regulator at house entry point. 9. Hose bibs and irrigation systems shall not be connected to building water system, but shall be fed from main water line before building system pressure regulator and main valve. 10. All hot and cold shower and tub supply lines shall be minimum 3/4". 11. Contractor shall provide new main underground sewer lines and new waste lines of sufficient size, including accessible cleanouts at connections, bends or elsewhere as required by code. 12. Strap all fire place gas lines in place and pressure test for leaks, including section of lines from key valves to log lighters, and repair any leaks prior to enclosing walls. Gas line holes through fireboxes should be grouted solid to prevent pipe movement and to close any air leakage. 13. All sanitary sewer piping shall be cast iron unless otherwise approved by Designer. Plastic drain, waste or vent pipe, where permitted, shall be A.B.S. as approved perASTM Standard D2261-73. Waste lines inside the structure above the first floor line shall be fully wrapped with insulation to reduce sound. 14. Catch basins shall be installed where indicated on plans or required by job site conditions, and shall be connected underground to street or storm sewer. Catch basins shall be concrete and provided with cast iron grills. 15. Unless otherwise noted or required by code, all underground storm drain lines shall be PVC min. Schedule 40 and min. 4" diameter or greater as required to handle load. All connections shall be properly joined and sealed so that they are water -tight. See ROOF section for additional information regarding coordination with roof drainage. 16. Lines under a public sidewalk shall be cast iron, min. 4" diam., constructed per Public Works requirements. l 17. Contractor shall examine all existing plumbing prior to starting work, and shall replace any existing plumbing in poor condition, advising Owner of extra expense prior to doing work. 18. Flush out all new and old water supply lines prior to connecting fixtures. 19. Contractor shall maintain adequate and constant water supply to all existing plumbing fixtures, hose bibs and sprinkler systems desired by Owner during construction. 20. All new hot water heaters shall be A.O. Smith, Nautilus or equal, C.E.C. certified, rapid recovery, sized to provide adequate volume of hot water to fixtures served, and installed on smitty pans with concealed drains to exterior. Heater drains and T & P valves shall be positioned and extended to drain into smitty pan. All hot water heaters over 4' feet high shall be anchored per section 91.4919(d) and Memorandum of the General Distribution #27. 21. Contractor shall install an insulated hot water recirculating system on a timer to all fixtures, with pump and timer locations at the hot water heater. 22. Shower drains shall be installed so top of finish drain strainer is flush or 1/16" maximum below finished shower floor. Use drain type that accommodates weep holes for the setting bed. 23. All plumbing fittings shall be C.E.C. certified. MECHANICAL, SHEET METAL 1. All sheet metal work shall be in accordance with SMACNA Manual standards and local codes 2. Contractor shall provide air conditioning, gas-fired furnaces and/or forced air heating system as indicated on plans. Equipment, ducts, and registers shall be sized and installed to provide adequate air temperature, volume, distribution and circulation at minimum noise levels. System equipment and layout shall be confirmed with Owner and Designer prior to ordering and installation. 3. Except as provided by Designer in the Construction Documents, Contractor shall design, prepare necessary plans, provide sizing of all HVAC equipment and calculations, have plans checked and obtain building permits for the HVAC system. 4. The Contractor shall provide the Owner a list of the heating, cooling, ventilating, water heater and lighting systems and conservation or solar devices installed in the building and instructions on how to use them efficiently. 5. Furnish complete maintenance information. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label. Label shall be affixed to all equipment requiring preventive maintenance, and a copy of the maintenance instruction shall be provided for the Owner's use. Contractor to provide Owner complete maintenance instructions, i.e.: belt replacement, oil and lubricating along with installer's name, address and phone number. 6. Provide submittal shop drawings and detailed manufacturer's specifications for Designer's review on all mechanical equipment. 7. Contractor to thoroughly clean all portions of their work, remove all debris and leave installation in perfect condition ready for use. 8. EER rating and heating combustion efficiency rating of each HVAC unit shall comply with state requirements. 9. Space conditioning equipment shall have a rated capacity not to exceed the design heat load by more than 30%. ELECTRICAL NOTES 1. Contractor shall obtain a signed plan from the power company which approves sizes, locations, and specific clearances of main service and panel, any transformers, U.G. lines, new poles, overhead lines, and any other related electrical information over which the power company has authority. Contractor shall submit approved plan to Designer for review prior to start of construction. 2. Except as provided by Designer in the Construction Documents, Contractor shall design, prepare necessary plans, schedules, and calculations, have plans checked and obtain building permits for all electrical systems and equipment. 3. Unless otherwise noted, all conduits shall be concealed in structure, attic spaces or underground. Any exceptions are to be reviewed with and confirmed in writing to the Designer. 4. Contractor to verify that any existing service, meter, main, panel, conduits and wiring to remain are adequate. Advise Owner prior to finalizing contract of any changes required. 5. If required, Contractor shall provide additional panel, capacity, breakers, circuits, etc., as required for new electrical loads, and shall verify location and scope of new or expanded service with the Owner and Designer. Contractor shall confirm all electrical loads and requirements for existing and new appliances, heating and air conditioning systems and other electrical equipment and fixtures prior to finalizing contract. 6. Contractor shall replace any wiring or conduits in poor condition, advising Owner of any extra costs prior to doing work. 7. Contractor shall remove all unused existing fixtures, panels, wiring and conduit. 8. Contractor to rough -in boxes and housings per plan for all outlets, switches, fixtures, telephone, T.V., etc. for client and Designer walkthrough to confirm final locations and layout. This should be accomplished prior to pulling any conduit or wire. 9. Contractor to verify clearances for all recessed fixtures and advise Designer of any conflicts prior to ordering. 10. Confirm fixture trim selection, diffuser and finish options with Designer prior to ordering. 11. All recessed fixture trims shall be gasketed and tight fitting to prevent light leaks. 12. All wiring shall be copper, in flexible or rigid conduit as specified by code. No "Romex" or other non-conduited wiring permitted. 13. Electrical Lighting Control system and devices shall be Lutron Homeworks Integrated Lighting Control System. Provide Master controls as specified by Designer. Unless noted otherwise, all local switches shall be Vareo Dimming Control. Confirm material and color of all switches, outlets, devices and cover plates with Designer prior to ordering. 14. Variable speed switches for fans or electric motors shall be certified and rated for motor capacities. 15. Contractor shall provide Title 24, Form 5, if required. 16. Light controls shall be 3'-10" to center above finished floor, unless noted otherwise. 17. All wall duplex receptacles, telephone, T.V. and other outlets shall be mounted horizontally 8" to center above finished floor, except at counters and where otherwise noted. 18. Ground fault interrupter required for all exterior outlets, bathrooms, temporary panels and other wet areas required by code. 19. Install one 125/250 V 30 Amp outlet in garage area to receive a Hubbel or equal "Insulgrip Twist- Lock" plug for temporary outdoor party use. Confirm exact location with Designer. 20. In Commercial applications, Contractor to provide dual switch or dimmer lighting control to reduce by at least one half the connected lighting load in a uniform pattern for all areas larger than 100 square feet which are allowed more than 1.0 watt per square foot. 21. Every dwelling unit shall be provided with smoke detectors conforming to U.B.C. standard 43-6. Smoke detectors shall be located in every room used for sleeping purposes and in corridors or areas giving access to such rooms. Detectors shall be mounted on the ceiling or on a wall within twelve (12) inches of the ceiling when located in a room and in the ceiling or wall at a point centrally located in the corridor or area giving access to such rooms. In an efficiency dwelling unit, the detector shall be located on the ceiling of the main room. Where sleeping rooms are on an upper level, a detector shall be placed at the center of the ceiling directly above the stairway. All detectors shall be located in accordance with approved manufacturer's instructions. When actuated, the detector shall provide an alarm in the dwelling unit. Confirm type and locations of all devices with Owner prior to ordering and wiring. 22. Smoke alarms shall be "Firex", 120 VAC, Model G-6 (No. 0406) as manufactured by Maple/Chase Co. and as approved by local agencies having jurisdiction. 23. Contractor to review and confirm the costs and installation requirements of fire alarm system, computer system, security system, lighting control system, stereo wiring, intercom system, low voltage landscape lighting, and other special systems or electrical requirements with Designer and Owner prior to finalizing contract. 24. Unless noted otherwise, pre -wiring for T.V. and telephone shall be done in conduits where not accessible in attic or crawl spaces. For telephones, unless noted otherwise, use no less than three pair wire to each telephone jack location with home runs to main service, and confirm any special wiring requirements or specifications with Owner and Designer prior to ordering wire. 25. All wiring and devices shall be new. However, Contractor may reuse existing boxes and conduit if to code, in good condition and properly located. Otherwise replace with new. 26. Electrical Contractor and/or General Contractor shall be responsible for verifying electrical requirements for all mechanical equipment, including furnaces, hot water heaters, recalculating pumps, sump pumps and any other equipment, and shall provide connections to these as part of their contract work. ( f} PERMIT# ►-��kA:1,�� 27. Electrical Contractor and/or General Contractor shall be responsible for confirming switch order and stacking at all multiple switch locations. BUTTE COUNTY DItVELOPMENT SERVICES REVIEWED FOR C( ODE COMPLIANCE DATE 0,A 4 � BY_� ay. 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 VWWV.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 1015116 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY LEGEND 0 Orn LJ. ® ^ Q U U W W W U) LL > �-- 0 r ® C W N O w DRAWING TITLE GENERAL NOTES/TITLE 24 DRAWN BY: RM, ZH SCALE NTS DATE 10/5/16 SHEET # (E) GRAVEL DRIVEWAY TO REMAIN 2300.00 2302.00 2300.00 2302.00 2304.00 0 (E) 4' HIGH POST AND CHAIN LINK FENCE TO BE REMOVED (E) GRAVEL DRIVEWAY TO REMAIN 2308.00 2306.00 • • 2310.00 2316.00 2312.00 2314.00 2318.00 2320.00 �---- ---� wI z I to i ILL (E) GARAGE TO REMAIN ° z -I of z! mlW ( =I IW LL (E) WOODEN I I zl STEPS AND CONCRETE PAD TO BE REMOVED PROVIDE (N) GRAVEL AT .'_ 32 . -' ;2 . , .23;. Y ° ° ' : '3 ='-.. , 3, 4: :3'. ( TREE, SHRUBS, ENTRYAREA & HEDGES TO BE 1 �a.00 REMOVED _ - � jju. I I I RE -LOCATE ROCK { 'I WALL TO LINE OF I Ico uj DRIVEWAY iii i zwi Z l) tILL °o (E) RESIDENCE y ° W 1w / Z 1 II {1 LL u - I I �> { 0 I ° I I II I Z Z / J J RESIDENCE A.F..2314.08 I II I I / ' I I 1 -- IJ _ -J II IQ PEAK 2327.53 J/ I I� I I il( I (E) ACA JD AC PAD TO © , I REMAIN I I I { I L� ( L---------- --J I I 11 18'7" I (E) UNDERGROUND J• O f { SEPTIC TANK TO • j ( REMAIN (E) DECKAND --"---(E)ABOVE PERGOLA TO BE GROUND REMOVED AND ® PROPANE REPLACED WITH TANK TO \ NEW _ REMAIN 2308.00 0 2300.00 2302.00 2304.00 2306.00 2310.00 (E) TREE, SHRUBS, & HEDGES TO BE REMOVED (E) ELECTRICAL LINE COMING INTO BUILDING TO REMAIN 2312.00 PROPOSED SITE PLAN 1/8" = 1'0" 13'2" 2322.00 • 2314.00 • 2316.00 2320.00 DRAI NAG E COLD CREEK LANE 63 \ I \\ 213 I \\\\� 30' SETBACK LINE 15 I \ \ \24 I 77 I � I \ \ I . I \ 225 I (E) WATER WELL & PUMP \ 1367 ► HOUSE \\ I I \ I \ 11 I I I ! 178 I I ' 74 \ 95 (E) SEPTIC TO REMAIN \ \ . 89 (E) POWER POLE, \ \ TRANSFORMER AND ELECTRICAL LINE (E) GRAVEL ROAD DRIVEWAY 313 -----------�� / E FROM FIRE CAMP ROAD 2322.00 SITE PLAN WITH PROPERTY LINE DIAGRAM 1/128" = 1'-0" NOTES: 1. ALL ELEVATION HEIGHTS T.B.D. ON i (' SITE PRIOR TO CONSTRUCTION 2. EROSION CONTROL (WHEN REQUIRED): COVERALL BARE SOILS WITH STRAW. KEEP HAY CHICO, CA 95973 BALES ON HAND IN THE EVENT OF VISIBLE EROSION. 3. FINISH GRADE AND FINISH FLOOR ELEVATIONS TO BE FIELD SET. DRAINAGE AROUND ALL 6/15/16 PRELIM DESIGN SET STRUCTURES IS TO BE AWAY FROM THE BUILDING WITH A SLOPE SET IN FIELD UNLESS 1015116 BIDIPERMIT SET FINAL NOTED ON DRAWINGS. PROPOSED NEW ADDITION 4. ALL EXISTING TREES TO REMAIN,UNLESS OTHERWISE NOTED. REFER TO LEGEND FOR LINE OF DASHED DEMO LINES REPRESENTING TREES, BUSHES, OBJECTS TO BE REMOVED OR STRUCTURE BELOW RE -LOCATED (E) WOODEN DECK WITH STEPS AND BRIDGE TO BE REMOVED SQUARE FOOTAGES OF NEW ADDITIONS STRUCTURE - 600 SF, USE: RESIDENTIAL LIVING 2318.00 REAR CONCRETE PATIO - 670 SF, USE: ENTRANCE TO REAR STRUCTURE AND RECREATION ENTRY DECK - 170 SF, USE: ENTRANCE TO FRONT OF EXISTING STRUCTURE rERMIT #�) i` 74c BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE( COMPLIANCE -ATEC/ij BY/ i (' 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 1015116 BIDIPERMIT SET FINAL 10/28/16 BID/PERMIT SET FINAL REVISED 1219/16 RE SUBMIT TO COUNTY LEGEND LINE OF STRUCTURE BELOW CONTOUR LINES AT BUILDING - - - - DEMO LINE (N) ADDITION 0 CD 000) w LO G L\ Q U U Uj W -j w J U) O ry � O� k:j DRAWING TITLE PROPOSED SITE PLAN DRAWN BY: RM, ZH SCALE 1/8" = 1'-0" DATE 10/5/16 SHEET # A�l ■ RE -LOCATE SINK TO (N) SOUTH WALL, RE -LOCATE TOILET TO NORTH WALL, RE -LOCATE SWITCHES TO (N) SOUTH WALL RELOCATE (E) WALL TO GIVE LAUNDRY 5' 103 INTERIOR SPACE BATH 1 r 1.5• WASHER: RELOCATE HOT & COLD WATER _ AND WASTE LINE AS REQUIRED @��a DRYER: PROVIDE 4" DIA. SMOOTH METAL EXHAUST DUCT TO OUTSIDE W/ BACK to tn DRAFT DAMPER COMBINATION OVEN BELOW & MICROWAVE ABOVE WITH 30" MIN CLEARANCE REFRIGERATOR SPACE 36" MIN. CLEAR W/ I\ COLD WATER STUB FOR ICE MAKER REMOVE (E) OVERHEAD CEILING LIGHTAND I - STRUCTURE, REPAIR AND REPLACE CEILING AS NEEDED (N) COOKTOP WITH HOOD ABOVE DISHWASHER W/ DRAIN TO GARBAGE DISPOSAL I 11 STEPPED PLANTER DOUBLE SINK W/ GARBAGE DISPOSAL (E) TRASH ENCLOSURE TO REMAIN i r l I 2 9R@7" iL J --- A 3.1 UP 0 11 0 (N) ENTRY DECK JL I � TUBE STEEL FRAMED \ (N) WOOD HANDRAILS WITH TENSION \\ DECK CABLES 0111, \ 2314.00 I I \\ I I I A3.1 103 \\ II COMPOSITE DECKING PERGOLA COLUMN/BEAM SIZES SEE STRUCTURAL TYR WINDOW SCHEDULE WINDOW# ROOM NAME/# 100 (E) BATH 1/103 101 (E) BEDROOM/106 102 (N) M. BEDROOM/107 103 (N) M. BEDROOM/107 104 (N) M. BEDROOM/107 105 (N) M. BEDROOM/107 106 (N) LIVING ROOM/110 107 (N) LIVING ROOM/110 108 (N) LIVING ROOM/110 109 (E) ENTRY/100 110 (E) KITCHEN/101 111 (E) LAUNDRY/102 100 (E) GARAGE "I 0 0 W LLI 0 W ZiJ (N) CONCRETE PAVERS SEE SITE PLAN (N) RETAINING WALL (N) CONCRETE. DECK 2314.:00 - - - - --� - - - - - - - - - - - SLOP(=. IT 100 ��� �� -- - -• -_ - - -- -..- -. --- _ 100 L` i 106 l \ 104 i BEDR�O�OM 1104; 106 I Q I • 105 107 CLOSET 1 o J rxr6• M. BEDROOM ...11 - = E STORAGE TO REMAIN REPAINT SHELVES & SEE SHEET NOTE # 5 102 ---105 (E) E I I :•. LAUNDRY ---� PROVIDE NEW TRIM sx5I I BOX TO SEE SHEET NOTE # 6 I • • I •: •• � REMAIN (E) SKYLIGHT ;105 103 _ . I. TO REMAIN r� _tel - - - - - 107 SLOPE' . RF SHEET NOTE 9j -- SHEET NOTE 8 112 i I r , • I .(IV). CONCRETE . • I 112 \� 108 DECK 2314:00' I I 109 111 I' I• -T�I I BATH 2 M. BATH „• x 6.2• „• 2• x 6.2• i _ _ KITCHEN - =- = -•.`- =. 12'2•x15' O I I 109 I I 00_j ,i o o CLOSET• 2 I rxe•r I -J L :... �: (E) WHOLE HOUSE FAN TO REMAIN FRAMED WALL WITH T - - - - - - - - - - - - - - =_ = GLASS WALL ABOVE (N) COUNTER TOPS IN 1 1 ALL KITCHEN AREAS I I A 4.0 I I 2314.08 1 1 110 2314.08 I F I I - 11 �.-,� I •: _ I• ' SLOPE' • ' L L _� 111 1 1 LIVING ROOM X106, ALIGNI 1 ,ex,2'r I j DINING 1 I 102 - - - „S x 12'6" I "- -- 100 DEMO 1 5 -- �-- :;. - -�--- ENTRY 12'2•x6'6' LL 109 000 o _LINE (N) ROOF OVERHA G - -LINE OF (E) ROOF OVERHANG � v BUILT IN TV/CABINET & (E)AC SHELVING WITH STORAGE BELOW REMOVE (E) DOOR AND FRAME ' WALL OPENING TO (E) CEILING HEIGHT SEE 3/A3.1 2 A 3.0 FLOOR PLAN 1/4" = 11 0" GENERAL/SHEET NOTES: 1. SEE STRUCTURAL SHEETS 2.1 FOR FOUNDATION PLAN FOR LOCATIONS SIZES AND l DESCRIPTIONS OF SHEAR WALLS AND HOLDDOWNS 2. ALL CUSTOM CABINETRY AND STYLE TO BE DETERMINED BY OWNER AND APPROVED BY CONTRACTOR. 3. ONE HOUR FIRE WALL: ALL LIVING SPACE MUST BE SEPARATED FROM GARAGE SPACE WITH 1 HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING ARE PART OF THIS ASSEMBLY. USE $" TYPE X GYP. BOARD. SEE GENERAL NOTES ON COVER SHEET 4. ALL EXISTING EXTERIOR UTILITY SERVICES TO REMAIN ON SOUTH WALL 5. IN WASHROOMS REMOVE (E) TILE, FITTINGS & FIXTURES & PROVIDE (N) BATHROOM VANITY WITH MIRROR & ENGINEERED QUARTS COUNTERTOP WITH UNDERMOUNT SINK. PROVIDE IN WALL MEDICINE CABINET WITH MIRROR. IN SHOWER, PROVIDE FULL TILE, WALL NICHE, BENCH SEATAND FRAMELESS GLASS DOOR. FOR TOILET, PROVIDE DUAL FLUSH WATER CONSERVING UNIT. PROVIDE RECESSED TOILET PAPER HOLDER SECURELY MOUNTED IN WALL NEAR FRONT OF TOILET. 2 TOWEL BARS (PREFERRABLY 30" LONG) NEAR SHOWER OR TUB. MOUNTING HEIGHTS SHALL BE 38" AND 71" FROM THE FLOOR 6. TOILETS SHALL BE MAX 1.28 GALLON PER FLUSH (SPACE FOR TOILET SHALL BE MIN. 36" CLEAR) 7. WATER HEATER: WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING A MINIMUM DISTANCE OF FOUR INCHES SHALL BE AT POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD, A MIN. DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. WATER HEATER OPENINGS SHALL BE LOCATED SO THAT ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE APPLIANCE ENCLOSURE AND ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED COMBUSTION AIR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE LEAST DIMENSION. WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY C.E.C. 8. EXISTING RESIDENCE HAS ON DEMAND TANKLESS WATER HEATER LOCATED IN CRAWL SPACE. PROVIDE ADDITIONAL UNITAS REQUIRED FOR NEWADDITION 9. PROVIDE 100 SQUARE INCH OPENING IN BOTTOM OF DOOR TO ALLOW AIR FLOW INTO AND OUT OF LAUNDRY ROOM WHILE DRYER AND WASHER ARE OPERATING PAINTING NOTES: 1. PROVIDE A COMPLETE PAINT JOB THROUGHOUT WALLS, DOORS AND WINDOWS, DOOR AND WINDOW TRIMS, BUILT INS, AND CEILINGS 2. INTERIOR DESIGNER SHALL SUBMIT PAINT COLOR & WALL COVERING CHOICES TO 310-430-8466 THE PAINTING CONTRACTOR. PE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FINISHES TO COMPLETION WIDTH HEIGHT HEAD HEIGHT TYPE DOOR SCHEDULE DOOR# ROOM NAME/# WIDTH HEAD HEIGHT SCREEN? TYPE ALL MATERIALS (PRIMERS, PAINTS, COATINGS, VARNISHES, STAINS, LACQUERS, 2'-0" T-0" 6-8" DOUBLE HUNG 100 (E) HALLWAY/104 T-0" 6-8" N HC EXTERIOR DOOR T-0" 4'-0" 6'-8" DOUBLE HUNG 101 (N) M. BEDROOM/107 8'-0" T-10" Y EXTERIOR GLASS SLIDING 2'4" 4'4" 7'-10" DOUBLE HUNG 102 (N) LIVING ROOM/110 8'-0" 7'-10" Y EXTERIOR GLASS SLIDING 2'-0" 4'-0" 7'-10" DOUBLE HUNG 103 (E) ENTRY/100 6-0" 6'-8" Y EXTERIOR GLASS SLIDING 2'-0" 1'-0" 11'-0" FIXED 104 (E) BATH 1/103 2'-4" 6-8" N HC INTERIOR DOOR 2'-0" V-0" 11'-0" FIXED 105 (E) LAUNDRY/102 2'-8" 6-8" N HC INTERIOR DOOR 8'-0" 1'-0" 11'-0" FIXED 106 (N) CLOSET 1/105 4'-0" 6-8" N HC INTERIOR DOUBLE DOOR T-0" 4'-0" T-10" DOUBLE HUNG 107(E) BEDROOM/106 2'-6" 6-8" N HC INTERIOR DOOR T-0" 4'-0" T-10" DOUBLE HUNG 108 (E) BATH 2/112 2'-6" 6'4" N HC INTERIOR DOOR 8'-0" 4'-0" 6'-8" SLIDING 109 (N) M. BATH/108 2'-8" 7'-10" N HC INTERIOR DOOR 4'-0" 4'-0" 6'-8" SLIDING 110 (N) LIVING ROOM/110 3'-0" 7'-10" N HC SINGLE POCKET DOOR 2'-0" T-0" 6'-8" SLIDING 111 (N) CLOSET 2/109 6-0" 7'-10" N HC SLIDING DOOR 112 (N) M. BEDROOM/107 T-0" 7•-10" N HC SINGLE POCKET DOOR GENERAL/SHEET NOTES: 1. SEE STRUCTURAL SHEETS 2.1 FOR FOUNDATION PLAN FOR LOCATIONS SIZES AND l DESCRIPTIONS OF SHEAR WALLS AND HOLDDOWNS 2. ALL CUSTOM CABINETRY AND STYLE TO BE DETERMINED BY OWNER AND APPROVED BY CONTRACTOR. 3. ONE HOUR FIRE WALL: ALL LIVING SPACE MUST BE SEPARATED FROM GARAGE SPACE WITH 1 HOUR FIREWALL ASSEMBLY. ALL WALLS AND GARAGE CEILING ARE PART OF THIS ASSEMBLY. USE $" TYPE X GYP. BOARD. SEE GENERAL NOTES ON COVER SHEET 4. ALL EXISTING EXTERIOR UTILITY SERVICES TO REMAIN ON SOUTH WALL 5. IN WASHROOMS REMOVE (E) TILE, FITTINGS & FIXTURES & PROVIDE (N) BATHROOM VANITY WITH MIRROR & ENGINEERED QUARTS COUNTERTOP WITH UNDERMOUNT SINK. PROVIDE IN WALL MEDICINE CABINET WITH MIRROR. IN SHOWER, PROVIDE FULL TILE, WALL NICHE, BENCH SEATAND FRAMELESS GLASS DOOR. FOR TOILET, PROVIDE DUAL FLUSH WATER CONSERVING UNIT. PROVIDE RECESSED TOILET PAPER HOLDER SECURELY MOUNTED IN WALL NEAR FRONT OF TOILET. 2 TOWEL BARS (PREFERRABLY 30" LONG) NEAR SHOWER OR TUB. MOUNTING HEIGHTS SHALL BE 38" AND 71" FROM THE FLOOR 6. TOILETS SHALL BE MAX 1.28 GALLON PER FLUSH (SPACE FOR TOILET SHALL BE MIN. 36" CLEAR) 7. WATER HEATER: WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING A MINIMUM DISTANCE OF FOUR INCHES SHALL BE AT POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD, A MIN. DISTANCE OF FOUR INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. WATER HEATER OPENINGS SHALL BE LOCATED SO THAT ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE UPPER TWELVE INCHES OF THE APPLIANCE ENCLOSURE AND ONE COMBUSTION AIR OPENING EXTENDS WITHIN THE LOWER TWELVE INCHES OF THE ENCLOSURE. REQUIRED COMBUSTION AIR DUCTS SHALL NOT BE LESS THAN THREE INCHES IN THE LEAST DIMENSION. WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY C.E.C. 8. EXISTING RESIDENCE HAS ON DEMAND TANKLESS WATER HEATER LOCATED IN CRAWL SPACE. PROVIDE ADDITIONAL UNITAS REQUIRED FOR NEWADDITION 9. PROVIDE 100 SQUARE INCH OPENING IN BOTTOM OF DOOR TO ALLOW AIR FLOW INTO AND OUT OF LAUNDRY ROOM WHILE DRYER AND WASHER ARE OPERATING PAINTING NOTES: 1. PROVIDE A COMPLETE PAINT JOB THROUGHOUT WALLS, DOORS AND WINDOWS, DOOR AND WINDOW TRIMS, BUILT INS, AND CEILINGS 2. INTERIOR DESIGNER SHALL SUBMIT PAINT COLOR & WALL COVERING CHOICES TO 310-430-8466 THE PAINTING CONTRACTOR. PE 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING FINISHES TO COMPLETION 8/18/16 BID/PERMIT SET DRAFT OF ALL WORK AND PROVIDE TOUCH UP AS REQUIRED. 12/9/16 RE SUBMIT TO COUNTY DA 4. ALL PAINTED SURFACES SHALL RECEIVE A MINIMUM OF ONE COAT OF TINTED AND STRUCTURE BELOW TWO COATS OF FINISH PAINT IN COLOR SELECTED. - 3 5. A 3.1 ALL MATERIALS (PRIMERS, PAINTS, COATINGS, VARNISHES, STAINS, LACQUERS, FILLERS, THINNERS, SOLVENTS, ETC.) SHALL BE PRODUCTS LISTED IN THE LATEST 2319.5 EDITION OF THE MPI APPROVED PRODUCT LIST AND SHALL BE FROM A SINGLE OVERHANG MANUFACTURER FOR EACH SYSTEM USED. 6. ALL MATERIALS AND PAINTS SHALL BE LOW VOC AND LEAD AND MERCURY FREE. WHERE REQUIRED, PAINT PRODUCTS SHALL MEET MPI ENVIRONMENTALLY FRIENDLY" NEW 2X6 WOOD [E1] [E2] [E3] RATINGS BASED ON VOC (EPA METHOD 24) CONTENT LEVELS. 7. UNLESS OTHERWISE SPECIFIED OR PRE -APPROVED, ALL PAINTS SHALL BE READY -MIXED AND PRE -TINTED. RE -MIX ALL PAINT IN CONTAINERS PRIOR TO AND NEW 2X4 WOOD FRAMED WALL DURING APPLICATION TO ENSURE BREAK-UP OF LUMPS, COMPLETE DISPERSION OF SETTLED PIGMENT, AND COLOR AND GLOSS UNIFORMITY. SLAB ON GRADE 8. Al PROJECT COMPLETION PROVIDE [A MINIMUM OF [4 LITERS (1 GALLON)] OF EACH CONCRETE PATIO WITH TYPE AND COLOR OF PAINT FROM SAME PRODUCTION RUN (BATCH MIX) USED IN RETAINING WALL UNOPENED CANS, PROPERLY LABELED AND IDENTIFIED FOR OWNER'S LATER USE IN MAINTENANCE. STORE WHERE DIRECTED. (N) PERGOLA STRUCTURE PLUMBING NOTES SEE ROOF PLAN AND STRUCTURAL DOOR AND WINDOW NOTES: 1. SHOWER AND TUB CONTROLS SHALL HAVE WATER PRESSURE REGULATING DEVICE ("ANTI -SCALD") WITH ADJUSTABLE FLOW. 2. PROVIDE ANTI -SIPHON DEVICE AT ALL HOSE BIBS 3. PROVIDE T & P VALVE DRAIN LINE FOR WATER HEATER AND DISCHARGE TO THE EXTERIOR 4. CLOTHES WASHERS WITH QUICK -ACTING VALVES SHALL BE PROVIDE WITH WATER HAMMER TO ABSORB THE HIGH PRESSURES PER CPC 609.10 5. UNDERGROUND NON METALLIC GAS PIPING SHALL BE PROVIDED WITH CONTINOUS INSULATED 18 AWG COPPER TRACER WIRE 1. ALL EXTERIOR DOORS SHALL BE 1 4' THICK 2. ALL EXTERIOR DOORS SHALL BE PROVIDED WITH A SEAL, ASTRAGAL, OR BAFFLE AT THE HEAD AND SILL. EXTERIOR DOORS MOUNTED BETWEEN JAMBS SHALL HAVE A CONTINUOUS SEAL OR BAFFLE AT EACH JAMB. ALL OPEN JOINTS, PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED, OR WEATHER-STRIPPED TO LIMITAIR LEAKAGE. 9. ALL INTERIOR DOORS SHALL MATCH EXISTING FRAME CONDITIONS 10. ALL EGRESS WINDOWS SHALL HAVE FINISHED SILL HEIGHT OF NOT MORE THAN 44" ABOVE FLOOR PER THE 2013 C.R.C. N 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWWDESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY LEGEND _______ STRUCTURE BELOW --- STRUCTURE ABOVE - - LINE OF ROOF OVERHANG FRAMED BASE WITH GLASS NEW 2X6 WOOD FRAMED WALL NEW 2X4 WOOD FRAMED WALL UTTE COU REVIEWED CODE DEVELOPMENT SERVICES FOR BY A) w O a� Lo G Q U Q U w W w J LLO2i W w cO DRAWING TITLE FLOOR PLAN DRAWN BY: RM, ZH SCALE 1/411 = 1'-0" DATE 10/5/16 SHEET # Ae200 a (E)34'6"V.I 181711 4'X4' PAD TYP. (E) 28'2" V.I.F. 46'911 DIMENSION PLAN 1/4" = 11 0" QI2 Lu O >1 u- 01 01 0 L LL 01 W Z JI ------------L---�- �-i--J �2 3' 7 9' - 181711 131311 PERMIT # G I Lv7'q o� BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE (7-k BY� N .. h 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWWDESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY LEGEND _______ STRUCTURE BELOW ----- STRUCTUREABOVE – – – DEMO — — LINE OF ROOF OVERHANG FRAMED BASE WITH GLASS NEW 2X6 WOOD FRAMED WALL NEW 2X4 WOOD FRAMED WALL Q O a� ® 0� Lo G Q Q U U W w�� ->� LLO� �w � Q � (D DRAWING TITLE DIMENSION PLAN DRAWN BY: RM, ZH SCALE 1/411 = 1'-0" DATE 10/5/16 SHEET # frail D ' D D M �m /� z T Z rn 0) 0) (7) c/)u O �ED N rrn o o M W x II N ox 0 m m m � � n co = 0 m 6) m MK W=C ,) ,, O ^ o m m c� c' m Z 1 g° 4 T :V.1J 0 -n 0 z � i 201 FIRE CAMP ROAD m D m 9 D 4 j� (C. -n o OROVILLE, CA 95966 o Z w = PERMIT SET �' SEE SHEET NOTE #9 (N) ADDITION EAVE} ?327.16 BOTTOM OF EAST WALL (N) PERGOLA 2323.08 TOP OF (N) CONCRETE BLOCK 2319.5 ------ RETAINING __RETAINING WALL BOTTOM OF (N) CONCRETE BLOCK WALL ?317.16 (N) CONCRETE SOB A.F.F. 2314.00 . _ . _ . _ LINE OF GRADE TO BE RETAINED BY CONCRETE BLOCK WALL (E) RIDGE HEIGHT • 2327_53 _ _ BOTTOM OF N) ENTRY PERGOLA 2323.08 E RESIDENCE CEILING LEVEL 2322.08 SEE SHEET NOTE #9 SEE SHEET NOTE #10 (E) ROOF VENT TO REMAIN (N) ROOF VENT SEE ROOF PLAN (E) DRIVEWAY LIGHTS TO REMAIN TYP. (N) STUCCO WITH INTEGRAL COLOR T.B.D. 12 PROVIDE 4" GUTTER ---32 WITH DOWNSPOUT -------- I � I � I I t I I � L ---j (E) SPOTLIGHT TO REMAIN (E) GUTTER TO REMAIN REMOVE (E) WALL SCONCE AND REPLACE WITH NEW / 12 Q 118] ----- -------I ------------------------ I-- --------- -- --- -- 17 -------- ------ I t i I � I (N) SOLDIER COURSE CONCRETE BLOCK RETAINING WALL CONCRETE PIERS AS PER (E) AC AND CONCRETE STRUCTURAL PAD TO REMAIN, G.0 TO VERIFY IF UNIT / NEEDS TO BE 2X FRAMING WITH HORIZONTAL -� UPGRADED WITH THE NEWADDITION WOOD SIDING WITH NATURAL STAIN (E) VENT TO REMAIN ----==-----=----=--=----------- I I I I. I' I I 1 t i t ---------------=------------------- -�------------ ------------------ i LINE OF (E) GRADE AT BUILDING NORTH ELEVATION- 1/411 LEVATION1/4" = 1'0" SEE SHEET NOTE #8 (N) RAISED PLANTER WITH STONE FACING IN (N) CONCRETE SIDEWALK & STEPS FILLAS REQUIRED (E) SPOTLIGHT TO REMAIN PROVIDE 4" GUTTER WITH DOWNSPOUT/ SEE SHEET NOTE #8 PROVIDE HORIZONTAL WOOD SIDING WITH NATURAL STAIN OVER (E) STUCCO. PROVIDE EDGE TRIM AS REQUIRED, TO TERMINATE HORIZONTAL SIDING (E) GUTTER TO REMAIN 2327.53 (E) RIDGE HEIGHT 2323.08 BOTTOM OF (N) ENTRY PERGOLA 2322.08 -� - - - (E) RESIDENCE CEILING LEVEL 2322.00 BOTTOM OF NORTH WALL (N) PERGOLA 141811 SEE SHEET NOTE #9 SEE SHEET NOTE #10 2323_08 ii�- BOTTOM OF (N) PERGOLA (N) ENTRY STEPS WITH CONCRETE SLAB ON GRADE AT BASE I I I ----------- I I �_J L__j STEPPED PLANTER WITH STONE FACING (E) FLOOR STRUCTURE (E) VENT TO REMAIN (N) ROOF VENT SEE ROOF PLAN (N) STUCCO WITH INTEGRAL COLOR T.B.D ALUMINUM INTAT STUCCO TYP. LINE OF (E) GRADE AT BUILDING LINE OF (E) (E) VENT TO REMAIN TYR FLOOR SOUTH ELEVATION 1/41' = 1 '0" L SHEET NOTES: INSULATION 1. PROVIDE INSULATION AS SPECIFIED IN TITLE 24 REPORT & ENERGY COMPLIANCE SHEET OF THESE DRAWINGS 2. ALL INSULATION MATERIAL SHALL HAVE FLAME SPREAD INDEX NOT MORE HAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE HAN 450 VENTILATION 3. PROVIDE PERIMETER VENTS FOR COMBUSTION AIR TOGAS APPLIANCES WHERE REQUIRED BY C.M.0 701 (WATER HEATER) 4. PROVIDE ATTIC VENTILATION PER C.B.0 1203.2(SEE TYPICAL DRAWINGS FOR EAVE DETAIL, EAVE VENTS, ELEVATION & ROOF VENTS 5. PROVIDE INSULATION BAFFLES TYP. AT RAFTER TAIL FOR MINIMUM 1" CLEAR VENT SPACE BETWEEN ROOF SHEATHING AND INSULATION (N) SOLDIER COURSE CONCRETE BLOCK RETAINING WALL GENERAL 6. EXISTING RESIDENCE TO REMAIN. CUTBACK ROOF A EAVE TO ACCOMMODATE NEW ADDITION. 7. G.0 TO INSPECT ALL (E) GUTTERS, REPAIR OR REPLACE AS NECESSARY 8. G.0 TO INSPECT CONDITION OF STUCCO ON EXISTING STRUCTURE. PATCH AND REPAIR AS NECESSARY, PAINT ENTIRE STRUCTURE COLOR T.B.D BY OWNER 9. PERGOLA: (N) STAINED REDWOOD PERGOLA SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 10. POWDER COATED TUBE STEEL FRAMED HANDRAILS WITH STEEL TENSION CABLES NOTE- ALL PLATE HTS. DETERMINED BY PROPOSED STRUCTURAL MEMBERS 7 CONNECTION SYSTEMS. TRUE PLATE HTS. SHALL BE VERIFIED ACCORDING TO SIZES OF ACTUAL MEMBERS & FIELD CONSTRUCTION CONDITIONS 42" MIN SEE SHEET NOTE #9 2327.16 - • . • . • } (N) ADDITION EAVE HEIGHT _ 232P-25-0, (N) GABLE RIDGE LINE FOR WATER SHED 2323.08 BOTTOM OF EAST WALL (N) PERGOLA X2322.41 (N) EAVE HEIGHT ON (E) STRUCTURE _ _ 2319.5_ TOP OF (N) CONCRETE BLOCK 9' RETAINING WALL _ , _ . _ • 2314_00 (N) CONCRETE SOG A.F.F. PERMITr�rl i LIAO BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR -� CODE`COMPLIANCE DATE / -y; '� �ii_ BAd.) HANDRAIL ELE NATION 1/2" = 1'0" HANDRAIL STEEL TENSION CABLES TO BE 3" APART. WHEN CABLES ARE STRETCHED, THE DISTANCE BETWEEN THEM SHOULD NOT EXCEED 4". u, wnan."ruw.^^.w«,nm.ww^•-�ratn::TrM"•�v�.eart^t�•+;zt^�, "^9 ax FM. 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY LEGEND EXISTING STUCCO NEW STUCCO FILLAS REQUIRED CMU STONE SURFACING MIN CONCRETE PIERS AS PER (E) AC AND CONCRETE STRUCTURAL PAD TO REMAIN, G.0 TO VERIFY IF UNIT / NEEDS TO BE 2X FRAMING WITH HORIZONTAL -� UPGRADED WITH THE NEWADDITION WOOD SIDING WITH NATURAL STAIN (E) VENT TO REMAIN ----==-----=----=--=----------- I I I I. I' I I 1 t i t ---------------=------------------- -�------------ ------------------ i LINE OF (E) GRADE AT BUILDING NORTH ELEVATION- 1/411 LEVATION1/4" = 1'0" SEE SHEET NOTE #8 (N) RAISED PLANTER WITH STONE FACING IN (N) CONCRETE SIDEWALK & STEPS FILLAS REQUIRED (E) SPOTLIGHT TO REMAIN PROVIDE 4" GUTTER WITH DOWNSPOUT/ SEE SHEET NOTE #8 PROVIDE HORIZONTAL WOOD SIDING WITH NATURAL STAIN OVER (E) STUCCO. PROVIDE EDGE TRIM AS REQUIRED, TO TERMINATE HORIZONTAL SIDING (E) GUTTER TO REMAIN 2327.53 (E) RIDGE HEIGHT 2323.08 BOTTOM OF (N) ENTRY PERGOLA 2322.08 -� - - - (E) RESIDENCE CEILING LEVEL 2322.00 BOTTOM OF NORTH WALL (N) PERGOLA 141811 SEE SHEET NOTE #9 SEE SHEET NOTE #10 2323_08 ii�- BOTTOM OF (N) PERGOLA (N) ENTRY STEPS WITH CONCRETE SLAB ON GRADE AT BASE I I I ----------- I I �_J L__j STEPPED PLANTER WITH STONE FACING (E) FLOOR STRUCTURE (E) VENT TO REMAIN (N) ROOF VENT SEE ROOF PLAN (N) STUCCO WITH INTEGRAL COLOR T.B.D ALUMINUM INTAT STUCCO TYP. LINE OF (E) GRADE AT BUILDING LINE OF (E) (E) VENT TO REMAIN TYR FLOOR SOUTH ELEVATION 1/41' = 1 '0" L SHEET NOTES: INSULATION 1. PROVIDE INSULATION AS SPECIFIED IN TITLE 24 REPORT & ENERGY COMPLIANCE SHEET OF THESE DRAWINGS 2. ALL INSULATION MATERIAL SHALL HAVE FLAME SPREAD INDEX NOT MORE HAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE HAN 450 VENTILATION 3. PROVIDE PERIMETER VENTS FOR COMBUSTION AIR TOGAS APPLIANCES WHERE REQUIRED BY C.M.0 701 (WATER HEATER) 4. PROVIDE ATTIC VENTILATION PER C.B.0 1203.2(SEE TYPICAL DRAWINGS FOR EAVE DETAIL, EAVE VENTS, ELEVATION & ROOF VENTS 5. PROVIDE INSULATION BAFFLES TYP. AT RAFTER TAIL FOR MINIMUM 1" CLEAR VENT SPACE BETWEEN ROOF SHEATHING AND INSULATION (N) SOLDIER COURSE CONCRETE BLOCK RETAINING WALL GENERAL 6. EXISTING RESIDENCE TO REMAIN. CUTBACK ROOF A EAVE TO ACCOMMODATE NEW ADDITION. 7. G.0 TO INSPECT ALL (E) GUTTERS, REPAIR OR REPLACE AS NECESSARY 8. G.0 TO INSPECT CONDITION OF STUCCO ON EXISTING STRUCTURE. PATCH AND REPAIR AS NECESSARY, PAINT ENTIRE STRUCTURE COLOR T.B.D BY OWNER 9. PERGOLA: (N) STAINED REDWOOD PERGOLA SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 10. POWDER COATED TUBE STEEL FRAMED HANDRAILS WITH STEEL TENSION CABLES NOTE- ALL PLATE HTS. DETERMINED BY PROPOSED STRUCTURAL MEMBERS 7 CONNECTION SYSTEMS. TRUE PLATE HTS. SHALL BE VERIFIED ACCORDING TO SIZES OF ACTUAL MEMBERS & FIELD CONSTRUCTION CONDITIONS 42" MIN SEE SHEET NOTE #9 2327.16 - • . • . • } (N) ADDITION EAVE HEIGHT _ 232P-25-0, (N) GABLE RIDGE LINE FOR WATER SHED 2323.08 BOTTOM OF EAST WALL (N) PERGOLA X2322.41 (N) EAVE HEIGHT ON (E) STRUCTURE _ _ 2319.5_ TOP OF (N) CONCRETE BLOCK 9' RETAINING WALL _ , _ . _ • 2314_00 (N) CONCRETE SOG A.F.F. PERMITr�rl i LIAO BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR -� CODE`COMPLIANCE DATE / -y; '� �ii_ BAd.) HANDRAIL ELE NATION 1/2" = 1'0" HANDRAIL STEEL TENSION CABLES TO BE 3" APART. WHEN CABLES ARE STRETCHED, THE DISTANCE BETWEEN THEM SHOULD NOT EXCEED 4". u, wnan."ruw.^^.w«,nm.ww^•-�ratn::TrM"•�v�.eart^t�•+;zt^�, "^9 ax FM. 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW.DESIGNSI.NET 6/7/16 SUMMIT STRUCTURAL MEETING 6/15/16 PRELIM DESIGN SET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY LEGEND EXISTING STUCCO NEW STUCCO FILLAS REQUIRED CMU STONE SURFACING 0 Q � co O� L U Q U I„ �j W -I W J - > I_ H O 2i N O aW. DRAWING TITLE NORTH & SOUTH ELEVATIONS DRAWN BY: RM, ZH SCALE 1/411 = 1'-0" DATE 10/5/16 SHEET # s ■ EAVE VENTING AS REQUIRED SEE ROOF PLAN NOTES LINE OF (E) ROOF RIDGE (E) RIDGE HEIGHT 2327_53 - (N) ADDITION EAVE _0 2327.16 T&G WOOD SLAT ON UNDERSIDE OF (N) ROOF, PROVIDE FIRE RATED BACKING BOTTOM OF EAST WALL (N) PERGOLA LINE OF NEW ROOF SEE SHEET NOTE # 9 TOP OF (N) CONCRETE 2319.5 BLOCK RETAINING WALL M LINE OF (E) GRADE I SII I III I I III I III I ( ) CONCRETE SOB A.F.F. 2314.00 '------�`--=== —= =— =1 ========= ------------------------------------------ ----------------------------------- ------------- — —i N — — — — --------------------------------- (---------------------------------------------------------------------------------------------------.1 I PROVIDE FRENCH DRAIN � J EAST ELEVATION LINE OF (N) SOG PATIO L 1/4" = 1'0" (E) ROOF TO REMAIN SEE NOTES ON ROOF PLAN LINE OF (E) CEILING STRUCTURE (E) RIDGE HEIGHT - 2327_53 - - - - (E) EAVE HEIGHT 2322_08 - - - (E) GARAGE TO REMAIN N CONCRETE SIDEWALK 2314.00 SEE SHEET NOTE #9 (N) BUILT UP WOOD PLANTER WITH STONE FACING (N) CONCRETE STEPS DOWN TO GRADE F (N) STUCCO WITH INTEGRAL COLOR T.B.D (N) CONCRETE BLOCK RETAINING WALL - . - . - .2322.41. J�k- (N) EAVE HEIGHT ON (E) STRUCTURE - 2317_16 40- BOTTOM OF (N) CONCRETE BLO SEE SHEET NOTE #9 2323_08 ii�- BOTTOM OF ENTRY (N) PERGOLA REMOVE (E) STUCCO AND PROVIDE HORIZONTAL WOOD SIDING WITH NATURAL STAIN. SEE SHEET NOTE #10 2314.08 (E) RESIDENCE A.F.F. �. 2314_00 4�- (N) ENTRY DECK STAINED DOUG FIR DECK SEE SECTION STRUCTURE AND STRUCTURAL FOR ADDITIONAL n I II INFORMATION (E) VENT TO I II II I I II I - - 7REMAINTYP. --- �---- ----�u =-r-- ---- I SEE SHEET NOTE #8 PROVIDE---- - LINE OF (E) GRADE FRENCH DRAIN (N) ENTRY STEPS WITH CONCRETE SLAB ON GRADE AT BASE CONCRETE FOOTING SEE STRUCTURAL BUILT UP STEPPED PLANTER WITH STONE FACING 2X FRAMING WITH HORIZONTAL WEST ELEVATIONn WOOD SIDING WITH NATURAL STAIN 1/4" = 1'0" (N) GABLE SHED ROOF (E) RIDGE HEIGHT 2327-53 - - - (E) ROOF TRUSS PROVIDE RIDGE VENTING AS TO REMAIN REQUIRED SEE ROOF PLAN 2X RAFTERS SEE STRUCTURAL (E) ROOFING TO REMAIN ,I 4X BEAM SEE STRUCTURAL �_ YXxxxxx!1 BOTTOM OF N PERGOLA 2323.08 E RESIDENCE CEILING LEVEL 2322.08 2314.08 RESIDENCE A.F.F -0�- - - - , - - - - - 8X8 COLUMN SEE SHEET NOTE #10 1X FACIA CONCRETE FOOTING SEE STRUCTURAL 100 111 ENTRY DINING 12'2'X6.6• 11.5'X12.6' 8 (E) SAND AND RE -FINISH (E) . np WOOD FLOORING 110 LIVING ROOM 110 18'X 1z•r 2' (�) I 9'(N) CUT BACK (E) EAVE TO ACCOMMODATE o _� I (N) ADDITION ' I I I I �------------ 3 (E) FLOORING STRUCTURE TO REMAIN A4.0 EAST & WEST SECTION 1/4" = 11 0" NOTES: INSULATION 1. PROVIDE INSULATION AS SPECIFIED IN TITLE 24 REPORT & ENERGY COMPLIANCE SHEET OF THESE DRAWINGS 2. ALL INSULATION MATERIAL SHALL HAVE FLAME SPREAD INDEX NOT MORE HAN 25 AND A SMOKE DEVELOPED INDEX NOT MORE HAN 450 VENTILATION 3. PROVIDE PERIMETER VENTS FOR COMBUSTION AIR TO GAS APPLIANCES WHERE REQUIRED BY C.M.0 701 (WATER HEATER) 4. PROVIDE ATTIC VENTILATION PER C.B.0 1203.2(SEE TYPICAL DRAWINGS FOR EAVE DETAIL, EAVE VENTS, ELEVATION & ROOF VENTS 5. PROVIDE INSULATION BAFFLES TYP. AT RAFTER TAIL FOR MINIMUM 1" CLEAR VENT SPACE BETWEEN ROOF SHEATHING AND INSULATION GENERAL 6. EXISTING RESIDENCE TO REMAIN. CUTBACK ROOF A EAVE TO ACCOMMODATE NEW ADDITION. 7. G.0 TO INSPECT ALL (E) GUTTERS, REPAIR OR REPLACE AS NECESSARY 8. G.0 TO INSPECT CONDITION OF STUCCO ON EXISTING STRUCTURE. PATCH AND REPAIR AS NECESSARY, PAINT ENTIRE STRUCTURE COLOR T.B.D BY OWNER 9. PERGOLA: (N) STAINED REDWOOD PERGOLA SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION 10. POWDER COATED TUBE STEEL FRAMED HANDRAILS WITH STEEL TENSION CABLES NOTE- ALL PLATE HTS. DETERMINED BY PROPOSED STRUCTURAL MEMBERS 7 CONNECTION SYSTEMS. TRUE PLATE HTS. SHALL BE VERIFIED ACCORDING TO SIZES OF ACTUAL MEMBERS & FIELD CONSTRUCTION CONDITIONS (N) ROOF VENT SEE ROOF PLAN T&G WOOD SLAT ON UNDERSIDE OF (N) - . - . - ?327.16. it (N)ADDITION EAVE HEIGHT ROOF, PROVIDE FIRE RATED BACKING � _ _ _ 232. - (N) GABLE RIDGE LINE PROVIDE ROOF VENT, SEE ROOF PLAN FOR WATER SHED 2323.0 LINE OF BOTTOM OF (N) PERGOLA HEIGHT I � --- - -- -�� GRADE @ I ' STRUCTURE I I - - . - . 2319.5 - . (N) CONCRETE BLOCK RETAINING WALL I i CONCRETE 9' BLOCK i_ RETAINING I ; ; WALL SLOPE: 114" PER FOOT I - • - . - - -.Z314 � (N) CONCRETE SOG A.F.F. I - PROVIDE FRENCH DRAIN I i i AT PERIMETER WALL I I I I I I I I A 4.O A 4.O P€RMIT # BUTTE COUNTY 9EVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE r 7"kIBY. LEGEND EXISTING STUCCO NEW STUCCO CMU T STONE SURFACING DRAWING TITLE EAST & WEST ELEVATIONS & SECTION DRAWN BY: RM, ZH, SCALE 1/411 = 1'-0" DATE 10/5/16 SHEET # A�3m • WALL FRAMING SEE (E) WOOD FLOOR STRUCTURAL (N) WOOD FLOOR (E) FLOOR SHEATHING�I SLAB ON GRADE PER STRUCTURAL a PROVIDE RIGID a INSULATION IF NEEDED �T PROVIDE RESISTIVE ° BARRIER PTDF RIM GRAVEL (E) CRAWL SPACE ° a _ _-_=III III=!�1-111-!I1 _ a.. d PROVIDE FELT STRIP I -III -III -I !-I I -III -III -III -I !!-I 1 I 1=1 11=1 11=1 11=1 I I=1 11=1 11=! I -I 11 I=1 1=1 I f=1 11=1 I1=1 I �I 11=1 I I-I_TI=1 I i -III -I 11=1 1=1 11= -_zs=1 Ti=u1- _= lif_111=1i1_ITi=__ -__ - _ --_=fir=il-liiiTl-rli Tiillr=_111-1rl�lii- PROVIDE FRENCH DRAIN _ =111_111=111=111_111=111=111=111=1T_I=III=ITI-III-III-T=III_7i II_IIi-III=111=III=III III III=III IICIII-111=III=III=III=III__-1 1=1 _III -11=111=1 =111=1 =1 =111=1 =111=1 =1 = _ =1 = =111= E FOOTING TO ! I I_ I I I I 11111 III 111 _ OEiji- t-1 11=1 I i-1 t l=iii-1 f l -I 11-1 f l-1 I I-1 f 1=1 I I-1 11=1 11=1 11=111=1 11=1 I L=1 I I-1 I I-1 I I-1 11=1 I L-1 1 1J i L=I I L=1 t I -I 11=1 I I REMAIN R E MAIN 11111 111111 I IIIlITllll i l!ITTIIII (lII I l 1j11111j1 T I111Ti11 1111 l 11 11 11 1 1 I i 111 III II 111j11111 TYPICAL SLAB ON GRADE TO FOOTING �� _ � �� 3 1 - 1 -0 PROVIDE 2" CONCRETE CAP, SLOPE AWAY FROM POST AS REQUIRED CONCRETE SLAB ON GRADE PER STRUCTURAL — -i T=�--=m=�-rr=m=m= I1=1 11=1 11=1 11=1 11=1 11=1 I =LEI I =_1 I I=- 11=1 1=Lr11 I -=11111=111=111-L=11=ITI=�=! !-�-I T !- I;11illlTLl,;TI1T„;;�!;I1 111=111=III=111=111=III=111=111=III-11!=111_I!I_III- I I I-!-III=1 !!=11=11�=n 1=1 11=!I!=u I -I 1=ITi-I 1 I PERGOLA POST PER STRUCTURAL SLOPE GRADE AWAY FROM STRUCTURE ILII TE 1 17 ICIii11lI FULLY GROUTED 8" CMU BLOCK � SEE STRUCTURAL • PROVIDE RESISTIVE BARRIER I Ii�l ...11�_ =1 I CI III -1 I 1=111 III -11 1=! 1 1 =i I I- =11�E1�I=II1=1tCI�I-IICTi=_ LI I I -I I C -I I �I �I I I -I 11-I -I 11=1 I CI 11=1 I F -I I El -11 1 I 11=1 I CI I CI 11=1 I F_=I 11=1 11=1 11= 1=1 Imo( -1 I- T-11�11i lIC PROVIDE FRENCH DRAIN 1-11- _-! _�-.— 1 I �I 11=III=(i l=--III-1 11 I IST-' -- - .. �; i RETAINING WA L L 2 Ill _ 1'-0” _ COMPOSITE DECKING T.B.D SOLID BLOCKING GIRDER PER STRUCTURAL 4X4 POSTS 18" CLR. MIN. 12" MIN 8" MIN. — — — - - -_ - - - -_ -I 1=1 ! 1=1 11= =1 1=� !_! 1=u 1=1 1=1 1= --T�1�E a 1�1=1T!-ITi=11IElI-I�II I I-1 ° a d -I I CI I I -I I CI I I -I 111=' 111=1 11=III I 1=1 =1 I I-1 11=1 I1=1 11=1' H_I-111111 =1 I 1=1 I I-1 I' 1=1 I I -I =!i1=1i 1T1-n!=ITi 111- _III=III=111=III=III=111=III=III=III 1=III=III=111= t t-11�-111-1 u-III-111-111-11�-1 I �� i l= -I T I -I I I -1_11 -III -III- T=iii=1 i l=I I I-1 _III -111- " PRE -CAST CONCRETE PIER '"- TYP. FOOTING SEE STRUCTURAL W/REDWOOD BLOCK TYPICAL PIER _ 1 1"- 1'-0" ROOF SHINGLES PER PLAN OSB ROOF SHEATHING & ROOFING PER PLAN (E) STUD NAILING PER STRUCTURAL R-30 BATT INSULATION FASCIA BOARD (E) SHEATHING (E) GYPSUM BOARD (E) STUCCO OSB ROOF SHEATHING 2X12 DF @ 16" O.0 R-30 BATT INSULATION 2 PIECE 26 GA. GALV. FLASHING SEE SHEATHING (E) ENGINEERED HARDWOOD FLOOR AND NAILING PER -- - 2X DOUBLE TOP PLATE EAVE VENT SEE ROOF PLAN COMPOSITE DECKING T.B.D. TO BE RE-FINSIHED STRUCTURAL 3 COAT STUCCO HEADER SEE FLASHING NOTE STRUCTURAL TYVEK HOUSE WRAP PROVIDE LASHING AS PAINTED GYPSUM REQUIRED BOARD INT. FINISH OSB WALL SHEATHING SEE OVERHANG PER PLAN 2X DOUBLE TOP PLATE R-21 BATT INSULATION SHEATHING AND NAILING PER • DECK JOIST PER a STRUCTURAL STRUCTURAL (E) FLOOR JOISTS TO REMAIN PROVIDE FLASHING AT ;a 2X6 DF #2 STUDS @ 16" O.0 TRANSITION (EXT. WALLS) AND LOAD STEM WALL PER FLASHING NOTE: INSTALL SHINGLE STYLE �� 2X6 DF #2 STUDS @ 16 O.0 (EXT. BEARING WALLS UNLESS PERGOLA BEAM PER STRUCTURAL FLASHING TO PREVENT WATER INTO THE WALLS) AND LOAD BEARING WALLS OTHERWISE NOTED STRUCTURAL (E) SHEATHING a WALL CAVITY WHERE THE WOOD DECK IS IN 3 COAT STUCCO UNLESS OTHERWISE NOTED HEADER AS PER LEDGER BOARD FOR ° CONTACT WITH THE EXTERIOR STUCCO AND OSB SHEATHING R-21 BATT INSULATION STRUCTURAL PERGOLA SEE (E) STUCCO FRAMING OF THE EXISTING WALL. THE STRUCTURAL a FLASHING MUST BE CORROSION RESISTANT FLASHING AS 2X6 PT DF BOTTOM PLATE REQUIRED FLASHING AS __ _ IJTi-1 I I-ITi=1 I 1=11 I -i ! !=1 11=1 11- REQUIRED I_IIIIIIIIITIIiIITl111�1i11II111111111!!1T1111�11�!ITi�!I� ° a a 111111111111 IIIIIIIII IlilllliITiliI!i1- 1=I I=III-1T_I=11!ITiIILTi=! i 1= FULLY GROUTED 8" RIGID INSULATION I=111=11 I-III=ITi=I I=ITi=111=111-I I I=ITi=11 -III-i11-III-I I CI !!=ITi=1_I I=1_I=ITi=ITi=11-1 a IIf= IT!-111-111-!11=ITi-! ! 1=11�iT_I: CMU BLOCK S E E DECK DETAIL STRUCTURAL (E) FOOTING TO REMAIN 6 GYPSUM BOARD PAINTED FINISH 111=11-011 "=1'-0" �=ITI=Ti=ITI=I i 1_i i i— i=1 i I— � ITi—ITi-Iil!—I GLASS SLIDER L= _ T I I_-1= —I - 1_TI-1 I i=111-1 -III-III-III= - " J ilil-lil=1! 2X FLAT STUD FRAMING !! (N) ENGINEERED HARDWOOD FLOOR ENGINEERED WOOD FLOORING (E) GRADE (N) SUB FLOORING AS REQUIRED PLYWOOD SUB FLOORING �] # 1 AS REQUIREDPERMIT 4 SLOPE PER PLAN BUTTE COUNTY DEVELOPMENT SERVICES a (N) CONCRETE SLAB ON GRADE MINUMUM 6 MIL REVIEWED FOR CODE'COMPLIANCE WOOD BASEBOARD _ POLYETHYLENE — DATE �;�I; B Y� — VAPOR RETARDER PROVIDE 1" RIGID INSULATION WITH JOINTS LAPPED NOT LESS THAN 6" 1 t Io -II�III-II�IICo ii�11I=11�I1I-, BETWEEN THE BASE 2 PIECE 26 GA. GALV. FLASHING 1 i C!II_��c ! 1=i , PROVIDE RESISTIVE BARRIER COURSE OR SUB 1=1n=ITi=11i=_ Air—=111=111=111=111— --HIE I AS REQUIRED a . ° i lil a GRADE AND THE I-ITi =1 !_! 11=!T=1TI�Ti=1T�Ti=1Ti- i a 11n�11 CI a CI! 1=111 a - CONCRETE FLOOR E111i=1i1=111-IT!EI-ITi- - -111=1 0 I I EI 11-11 -1=1 11=1I_I= - =11 1=11 1=111 1=m=III-I I CI --_ III_ -I I1=1I 1=1 11=j SLAB 0 G RAVE L 11 X11 I iT1-11�-T -Ii-1 i 1=1 1=ITi=m=ITi I-1 I-__ 1=ITi-IT�ITi-I 1x-!11=ITi= - - - gi I 1==_I - - -111= I I -i !-IICITi=1 I I=!11=ITi=!Ti=ITi=111=!Ti=ITi=ITi=ITi=!Ti=111=ITi=!Ti=1 _ PROVIDE 1" RIGID l� ijllill�Ill 11111111!II1llllllllllll�IIIII�IIIII�IIII1�111 11TLI111�!I� 11111 111 I IIII1�11IIEI11 III 1=1 11=1 I -III -III -I I �I-I I L=III-III-1T_i=1 1=1 11=1 11=1 11=1 I t -I i I -I I r -I i 1=1 11=1 I I -III -III -I INSULATION PROVIDE FRENCH 111=ITi-1 I I-ITI-111=Ti=1 11=I 1=1 I I -I 1!=1 I I-11-ITi=11�1Ti-1 —.1 i 1=1 I I III— 1 n=n I—i l i i i 1=1 i —i 1=1 i i=iii=1 n—I fi-! 11=1 1 1=111=Ti=ITi=ITi- I i=1 i 1—n ILI I i=1 n=i i 1=1 i 1=i 1 1=11 i=1 i 1=1 DRAIN TYP. PERIM ETER WALL NOTES: 5 1. FOOTINGS INTO AND AGAINST UNDISTURBED SOIL 2. NO PLATES OR SILLS OTHER THAN FOUNDATION GRADE OR • PRESSURE TREATED DOUGLAS FIR 3 STRUCTURALSEE FOR THE SIZES& CONNECTION TYPICAL WALL SECTION DETAILS ill = 11-0114- LEGEND DRAWING TITLE DETAILS DRAWN BY: RM, ZH SCALE 1 " = 1'-0" DATE 10/5/16 SHEET # ALL (E) LIGHT SWITCHES AND LIGHTS TO REMAIN IN BATHROOM SHEET NOTE #5 SHEET NOTE #6 GENERAUSHEET NOTES: ELECTRICAL/MECHANICAL PLAN 1. ALL EXISTING LIGHT FIXTURES, SWITCHES, OUTLETS AND SYSTEMS TO TELEPHONE OUTLET REMAIN UNLESS OTHERWISE NOTED ON PLAN 2. ALL EXISTING LIGHT SWITCHES TO THEIR EXISTING LIGHTS TO REMAIN D DIMMER SWITCH UNLESS OTHERWISE NOTED ON PLAN 3. ALL EXISTING EXTERIOR LIGHTS TO REMAIN UNLESS OTHERWISE NOTED 4. IN BATHROOM, REMOVE ALL EXISTING LIGHT FIXTURES, OUTLETS AND "WALL MOUNTED LIGHT FIXTURE SWITCHES AND REPLACE WITH NEW ELECTRICAL COMPONENTS SHOWN IN THERMOSTAT PLAN 5. IN LAUNDRY, REMOVE ALL EXISTING ELECTRICAL, MECHANICAL, AND CEILING MOUNTED SQUARE LIGHT WITH FAN PLUMBING SYSTEMS ON DEMOED WALL AND RE -LOCATE ON NEW WALL. ALL MAIN ELECTRICAL PANEL OTHER EXISTING ELECTRICAL TO REMAIN 6. IN KITCHEN, REMOVE (E) CEILING LIGHTAND REPLACE WITH RECESSED CAN (N) ELECTRICAL LINE LIGHTS. (E) LIGHT SWITCH AND WIRING TO REMAIN FOR (N) LIGHTS 7. G.0 TO CHECK ALL EXISTING UTILITIES (GAS AND ELECTRICAL) TO VERIFY IF MECHANICAL UTILITIES WILL NEED TO BE UPGRADED TO ACCOMMODATE NEWADDITION 8. ALL EXISTING VENTS IN FLOOR TO REMAIN 9. ALL SMOKE AND CARBON MONOXIDE ALARMS ARE REQUIRED TO HAVE A 10 _ YEAR BATTERY BACKUP. 1/41f = 10 0" REMOVE EXISTING EXTERIOR SPOTLIGHTS ON EXISTING EAST WALL MECHANICAL NOTES 1. HOUSE SHALL HAVE HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES AT 3' ABOVE FLOOR IN ALL HABITABLE ROOMS. THE CONTRACTOR SHALL INSPECT EXISTING UNITAND ETERMINE IF IT IS CAPABLE OF KEEPING THESE TEMPERATURES. IF IT CANNOT, THEN A NEW THEN THE UNIT WILL HAVE TO BE UPGRADED ORA NEW UNIT WILL BE PURCHASED AND INSTALLED 2. FURNACE INSTALLATIONS SHALL BE IN COMPLIANCE WITH TITLE 24 REPORT FOR THIS PROJECT. DUCT LAYOUT SHALL BE DESIGNED BYA LICENSED MECHANICAL CONTRACTOR EXPERIENCED AND QUALIFIED TO DESIGN SYSTEM FOR PROPER AIR FLOW TO EACH REGISTER TO PROVIDE EVEN DISBURSAL OF AIR APPROPRIATE FOR EACH SPACE TO BE COMFORTABLE 3. CLOTHES DRYER SHALL HAVE A RIGID METAL DUCT VENTED TO OUTSIDE WITH A BACK DRAFT DAMPER ON A HOODED OUTSIDE TERMINUS. USE 4" DUCTAND MAX 2 ELBOWS IF LENGTH OF DUCT IS LESS THAN 14'. DUCT SHALL NOT TERMINATE WITHIN 3 FEET OF ANY OPENING INTO THE BUILDING 4. CLOTHES DRYER AND DOMESTIC RANGE EXHAUST DUCT SHALL BE METAL WITH SMOOTH SURFACES. FLEXIBLE DUCT SHALL BE LIMITED TO 6 FEET IN LENGTH MAX. 5. FURNACE AND WATER HEATER INSTALLATION SHALL COMPLY WITH CMC CHAPTERS 3 AND 9 AND CPC 507. COMBUSTION AIR SHALL COMPLY WITH CHAPTER 7 6. OUTDOOR A/C SUCTION LINE INSULATION EXPOSED TO WEATHER SHALL BE PROTECTED FROM UV DETERIORATION OR PHYSICAL DAMAGE PER CEES 150(J)2 7. BATHROOM EXHAUST FAN RATING SHALL BE A MINIMUM 50 CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR CONTINUOUS VENTILATION. FANS SHALL BE ENERGY STAR COMPLIANT AND PROVIDED WITH HUMIDITY CONTROL. ELECTRICAL LEGEND /v" (b DUPLEX RECEPTACLE OO RECESSED LIGHT FIXTURE lql l 6, FOUR PLEX RECEPTACLE #WATER PROOF LIGHT FIXTURE 6GROUND FAULT CIRCUIT FLUORESCENT LIGHT FIXTURE FI INTERRUPTER RECEPTACLE (b 220 V RECEPTACLE ® LOW VOLTAGE PATHWAY LIGHT FIXTURE O FLOOR RECEPTACLE I LED STRIP SINGLE POLE SWITCH ® TELEPHONE OUTLET 3 THREE WAY SWITCH © CHIME D DIMMER SWITCH Q T.V. OUTLET Sv LOW VOLTAGE SWITCH e EXHAUST FAN "WALL MOUNTED LIGHT FIXTURE D THERMOSTAT +CEILING MOUNTED LIGHT FIXTURESQ FRAMED BASE WITH GLASS 110 VOLT SMOKE DETECTOR CEILING MOUNTED SQUARE LIGHT WITH FAN 0 MAIN ELECTRICAL PANEL CEILING MOUNTED SQUARE LIGHT WITH FAN 1 CEILING FAN WITH LIGHT FIXTURE (N) ELECTRICAL LINE ELECTRICAL NOTES �- 1. ALL WIRING TO BE NON-METALLIC SHEATHED CABLE. 2. ALL ELECTRICAL WIRING SHALL MEET CURRENT N.E.C. STANDARDS AS WELL AS THE AUTHORITY HAVING JURISDICTION CODES. 3. ALL CONDUCTORS SHALL BE SIZE 12 A.W.G. OR LARGER 4. ALL BATH, KITCHEN, GARAGE, EXTERIOR OUTLETS, AND ANY OTHER OUTLET WITHIN 6' (FEET) OF A SINK OR ANY WATER SOURCE, SHALL BE G.F.I. 5. ALL EXTERIOR OUTLETS TO BE G.F.I. AND WATERPROOF. 6. ALL LIGHTING IN WET/DAMP LOCATIONS (TUB/SHOWER) TO BE WATERPROOF. 7. THE N.E.C. REQUIRES AN ADDITION 20 AMP BRANCH CIRCUIT PROVIDED FOR BATH AND LAUNDRY ROOMS. THESE CIRCUITS SHALL SERVE NO OTHER OUTLETS. PERMIT #_ 8. ELECTRICAL CONTRACTOR TO VERIFYALL FIXTURE AND DEVICE LOCATIONS WITH OWNER. Bu E C( 9. ELECTRICAL CONTRACTOR SHALL RE -WIRE FOR TELEPHONES AND OUTLETS. DATE_ 10. SMOKE DETECTORS SHALL BE PROVIDED IN COMPLIANCE WITH LOCAL BUILDING CODE AS SHOWN ON DRAWINGS, DIRECT WIRE W/ BATTERY BACKUP. 11. ELECTRICIAN SHALL INSTALLALL BUILT-IN APPLIANCES. 12. ELECTRICAL CONTRACTOR SHALL PROVIDE 120 VOLT RECEPTACLE WITHIN 25 FEET OF MECHANICAL EQUIPMENT AND AN ELECTRICAL DISCONNECT ADJACENT TO MECHANICAL EQUIPMENT. A PERMANENT ELECTRICAL OUTLET (CONTROLLED BYA SWITCH LOCATED AT THE PASSAGEWAY OPENING) SHALL BE PROVIDED AT OR NEAR ATTIC MOUNTED FURNACES, PROVIDE COMBUSTION AIR FOR ALL FUEL BURNING APPLIANCES. 13. PROVIDE MINIMUM 200 AMP ELECTRICAL SERVICE. 14. IN THE KITCHEN, DINING ROOM, OR SIMILAR AREA OF A DWELLING UNIT, THE TWO OR MORE 20 -AMPERE SMALL APPLIANCE BRANCH CIRCUITS REQUIRED SHALL SERVE ALL RECEPTACLE OUTLETS AND RECEPTACLE OUTLETS FOR REFRIGERATION EQUIPMENT, COUNTER TOP RECEPTACLES SHALL BE PROVIDED WITH MINIMUM OF TWO SMALLAPPLIANCE BRANCH CIRCUITS. 15. ONE OUTLET ON A SEPARATE 20 AMP CIRCUIT MUST BE PROVIDED FOR THE LAUNDRYAREAAND BE WITHIN 6' OF THE INTENDED LOCATION OF THE APPLIANCE. THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 16. METAL WATER PIPE AND OTHER METAL PIPING THAT MAY BECOME ENERGIZED TO THE SERVICE EQUIPMENT SHALL BE BONDED. 17. THE GROUNDING ELECTRODE SYSTEM SHALL BE IN ACCORDANCE WITH N.E.C. ARTICLE 250-81(C). MINIMUM 20 FEET OF 34 COPPER LOCATED NEAR BUT NOT ON THE BOTTOM OF THE FOOTING. GROUNDING ELECTRODE CONDUCTOR SHALL BE CONTINUOUS TO PANEL BOARD. 18. ALL OUTLETS IN THE GARAGE TO BE @ 18" ABOVE THE FLOOR MINIMUM. 19. ALL FIXTURES AND SPECIAL FEATURES TO BE DETERMINED BY THE OWNER AND APPROVED BY THE CONTRACTOR. 20. ALL LIGHTING SHALL COMPLY WITH THE LIGHTING MEASURES AS OUTLINED IN THE MF -IR OF THE ENERGY CALCS. 21. G.0 TO DISCUSS ALL AV EQUIPMENT & WIRING NEEDED WITH OWNER PRIOR TO INSTALLATION 22. PHONE WIRE SHALL BE 5 WIRE MIN. SYSTEM TO ALLOW MULTIPLE PHONE LINES IN HOUSE. MOUNTING HEIGHT OF ELECTRICAL OUTLETS SHALL BE 14: UNLESS OTHERWISE INDICATED. 23. LABELALL CIRCUITS IN PANEL BOX. PROVIDE SEPARATE 20 AMP CIRCUITS FOR EACH BATHROOM AND ALSO FOR LAUNDRY ROOM 24. ALL NEW OUTLETS IN BEDROOMS SHALL BE AFCI (ARC FAULT CIRCUIT INTERRUPTER) PROVIDE MINIMUM 2 SMALL APPLIANCE BRANCH CIRCUITS FOR THE KITCHEN LIMITED TO SUPPLYING WALLAND COUNTER SPACE OUTLETS ONLY 25. IF PROJECT CALLS FOR GROUND AT THE ELEC OR FOUNDATIONS PLAN, THEN PROVIDE AN APPROPRIATELY SIZED COPPER WIRE FROM ELEC BOX INTO CONCRETE FOUNDATION CLAMPED 20' ALONG LENGTH OF LOWEST 8" REBAR 26. SMOKE DETECTORS: PROVIDE SMOKE DETECTORS IN ALL BEDROOMS AND HALLWAYS AS SHOWN ON FLOOR PLANS 27. ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMP RECEPTACLES SHALL BE TAMPER RESISTANT RECEPTACLES PER CEC 406.12 28. ANY FIXTURE THAT WEIGHS MORE THAN 6 POUNDS OR IS LARGER THAN 16 "SHOULD BE SECURELY FASTENED WITH MOR THAN JUST THE OUTLET BOX THAT COMES WITH THE FIXTURE. THESE FIXTURES SHOULD BE INSTALLED WITH A FASTENER N THAT IS SECURED INTO THE CEILING FRAMING i { 713 BURNT RANCH WAY CHICO, CA 95973 310-430-8466 WWW. DESIGNS I. NET 8/18/16 BID/PERMIT SET DRAFT 10/5/16 BID/PERMIT SET FINAL 12/9/16 RE SUBMIT TO COUNTY LEGEND FRAMED BASE WITH GLASS NEW WALL -� (N) ELECTRICAL LINE AIR VENT MECHANICAL DUCTING cM CARBON MONOXIDE ALARM OUNTY 0EVE OPMENT SERVICES REVIEWED FOR 47- BY 0 Q � O� G Q U Q U Ll J W W ry < O C) W ""_C) N O CL DRAWING TITLE ELECTRICAL/MECHANICAL PLAN DRAWN BY: RM, ZH, AM SCALE 1/411 = 1'-0" DATE 10/5/16 SHEET # E�l ■ 0