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HomeMy WebLinkAboutB16-2373 025-110-024.6 It BUTTE COUNTY N,OV 2 S 201G DEVELOPMENT SERVICES 383 Ria Lindo Ave, Chico, CA 95926 po (530) 592-4407 www,summitchico.com otruci ud•al Calculations For: Client: Rosie Ibarra Project: lbarra Residence Addition - Misc Beam Calculation for Plan Check Address: 709 East Biggs Road, Biggs, CA Note: Our scope is specifically limited to the calculation of (1) 23 =6"span roof support beam as requested by the owner, All other aspects of the gravity and lateral framing systems is by others. ff f i �•} i r.�.. 17-3 1 PERMIT �F Bl1TTE COUNTY DE1/ELOPMENT SERVICE R R-.11F.WED FOR 00DE COMPLIANICE DATE-- - - - - -- - BY 11/1b/1-7 Note: Summit Structural Design (SSD) is not responsible for on-site inspectionto assure compliance with the standards, sizes, materials, or workmanship specified herein. SSD is not responsible for any structural element or system not specifically noted in this set of specifications/calculations unless authorized in writing by SSD. Workmanship shall be of the highest quality and in all cases shall follow accepted construction practice, the latest edition of the California Building Code, and local building department standards. ri In PROJECT., ENGINEER; DESIGN OF .. 4 ........ ......... ............... lie. A V. 4A 1, L SUMMIT STRUCTURAL DESIGN www, summitchico-con? PAGE: DA TE', t(4 fe j 10 . .. ....... .... . . . . . ............ SE R C. FT E, Ito: 41 6Ear''A To f�� t\j - ST/aLi. N 01-E EXiS-ntJl:, Svie S MA`f ..__ ., �: c2AL.1L' OAC Psi LowAP,I.E. 6FRr1 OEF�rC.'RotJ : � ALS PROJECT., ..�.. 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F:vw\t�. w, «•� .. ... � ` ... ... .. .. .. _ ... .. ... ... ... •.. .. t t r t i • i 4 � PAGE. k DATE; N ,,♦»r'/ Vol t vv rt, �s \Dn I i 9� H Loads: COMPANY i PROJECT M10)(02dworl<s' $0r 1%tAKf fOR W000 WICA' Nov. 16, 2016 10,4$ 16-350 23.5(1 Beam Design Check Calculation Sheet WoodWorks Siler 10.1 Load Type Di.st:ri.bution Pear- Locration (ft l Magni tudo Unit 4921 Bearing: E'v 6 n tern Start End Start: End fb - hoo,lf DL Dean Full Area fb/ Fb' m 0.06 Live Def]'; 16.501 11.23)* psr Roof LL Roof constr. Full Area Supports 20195 20.00 t1l .25) ` pst *TFIoutery viiatn irt) Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing.Lengths (in) : 24`•3.6., 23'-0" 3 Unfactored: Dead P.sot Live 2107 2734 Value 27:34 Factored: Total 4921 Shear 4921 Bearing: E'v 6 n 351 1v rv' z u. ju He:nding (+) fb - 2542 Eb' a+ Capacity fb/ Fb' m 0.06 Live Def]'; 1.08:- Beam 19662 L/240 111G62 - Supports 20195 L/185 2019 Anal/1305 0.97 13cam 0.25 n, 25 Support. 0.24 " A Load comb 112 it Lend r h 5.50 Min rcq' d 1.30 1 .3�4 Cb 1.00 El"carthqua):e 1 , of.) Cb n. in 1.00 F Gfs Cb support 1.07 FC2 sup 625 Giulam-Unbal., West Specles, 24F -V4 DF, 5-1/2"x12" 6 laminations, 5-112" rnaximurn width, Supports., All - Timber -soft Beam, D.F"ir-l. No.2 Total length. 24'-3.6"; Lateral support, top= 24 bottom= at supports; [in) Analysis vs. Allowable Stress (psi) and Deflection (in) using NDS 2012: Criterion Analysis Value Design Value: Anal ysis/Do irn Shear f w 5; E'v 6 n 351 1v rv' z u. ju He:nding (+) fb - 2542 Eb' a+ 2946 fb/ Fb' m 0.06 Live Def]'; 1.08:- L/2160 1.10 " L/240 0.92 Total Defl'n 1.52 - L/185 1.57 - 1./180 0.97 Additional Data: FACTORS: F/C (psi) co CDl Ct'» CL CV C:u Cr. Cfrt dotes Crt4Cvr LC# t"v265 1.25 1.00 1.00 _ - - - 1.f:U 1.00 1.00 2 Fb' 2400 1.25 1.00 1.00 0.997 0.982 1.00 1.100 1.00 1 .00 - 2 F'cp' 650 - 1.00 1.00 - - - - 1.00 - - _. E' 1.6 million 1.00 1.00 - - - - 1.00 - - 2 Eminy 0.85 million 1.00 1.00 - - - - 1.00 - -- 2 Only the lesser of «L and CV is applied, as por NOS 5.3.6 CRITICAL. LOAD COMBINATIONS: Shear : LC 92 y Df Lr, V w 4759, V design w 4331 lbs Dending(+l: LC ill = D*Lr, M W 27958 lbs -ft Deflection: LC "2 C)+Lr Clive) LC 92 D4 Lr. (t:.otaI I D=dead L -live Susnow W -wind 1 -impact Lrwrot)f live Lc -concentrated El"carthqua):e All LC's are listvd in they Analycl.s output Load combinations: ASCI~ 7-10 / IBC 2112 CALCULATLONs: Deflection: EI ]42Ge06 .lb -int "Live" dof.lectiah - Deflection from all non -dead ;loads (live, winds snow..,) Total Deflection - 0.50(Dowd Load Deflaction) -+ Live Load Deflection. Design Notes, 1. WoodWorks analysis and design are in v=rdanco with the ICC Intemational Building Coda (ISO 2012), the National Design Sp©cification (NOS 2.012.). and NDS Design Supplemant. 2, please verify that the default deflection limits are appropriate for your application. 3. Glulam design values are for materials conforming to ANSI 117-2010 and manufactured 1n accordance with ANSI Al90.1.2007 4. GLULAM; bxd = actual breadth x actual depth. 5. Glutam Beams shalt be laterally supported according to the provisions of NDS Clause 3.3:3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n), f.. S CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 09:27, Mon, Nov 21, 2016 Input File Name: 111616-Ibarra Addition.ribdx CF1 R -PRF -01 Page 1 of 7 COMPLIANCE RESULTS 01 1 Building Complies with Computer Performance 02 1 This building DOES NOT require HERS Verification ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 111.87 106.90 4.97 4.4% Space Cooling P 9 102.03 104.45 -2.42 -2.4% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 43.33 43.33 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00-- Compliance Ener Total p Energy 257.23 254.68 2.55 1.0% Registration Number: 216-A0430129A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-11-21 09:41:00 Report Version - CF1R-08162016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-11-2109:28:22 s CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 09:27, Mon, Nov 21, 2016 Input File Name: 111616-Ibarra Addition.ribdx REQUIRED SPECIAL FEATURES 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 2of7 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 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. 02 Reference Energy Use 1 Energy Design Rating 1 Margin Percent Improvement Total Energy (kTDV/f2-yr)* 313.35 310.80 2.55 0.8% * 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 1532 1 3 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Zone 1 Conditioned HVAC Systeml 1338 8 DHW Sys 1 Zone 2 Conditioned HVAC System 194 8 Registration Number: 216-A0430129A-000000000-0000 Registration Date/Time: 2016-11-2109:41:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-11-2109:28:22 F COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD residential Building cription: Title 24 Analysis Calculation Date/Time: 09:27, Mon, Nov 21, 2016 Input File Name: 111616-Ibarra Addition.ribdx CF1 R -PRF -01 Page 3of7 .ES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft) Window &Door Area (ft) Tilt (deg) Status Verified Existing Condition SII Zone 1 Wall R-0 Prior to 1978 0 Front 288 56.6 90 Existing No II Zone 1 Wall R-0 Prior to 1978 90 Left 296 36 90 Existing No SII Zone 1 Wall R-0 Prior to 1978 180 Back 100 16 90 Existing No all Zone 1 Wall R-0 Prior to 1978 270 Right 230 12 90 Existing No 12.0 Zone 1 Roof R-11 prior to 1978 Insect Screen (default) Existing 1338 Window 5 Rear Wall 2 (Back -180) Existing No II 2 Zone 2 R-15 Wall 180 Back 188 72 90 New N/A II 2 Zone 2 R-15 Wall 270 Right 66 0 90 New N/A -- Zone 2 R-30 Roof Attic 16.0 1.04 194 Insect Screen (default) New New N/A ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Zone 1 Attic RoofZone 1 Ventilated 6 0.1 0.85 No No Existing No Attic Zone 2 Attic RoofZone 2 Ventilated 6 0.1 0.85 No No New No WINDOWS 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation -Azimuth) Width(ft) Height (ft) Multiplier Area (ft) U -factor SHGC Exterior Shading Status Verified Existing Condition Window Front Wall (Front -0) -- -- 1 20.0 0.55 0.67 Insect Screen (default) Existing No Window 2 Left Wall (Left -90) -- -- 1 36.0 0.55 0.67 Insect Screen (default) Existing No Window 3 Rear Wall (Back -180) --- -- 1 16.0 0.55 0.67 Insect Screen (default) Existing No Window 4 Right Wall (Right -270) ---- 1 12.0 0.55 0.67 Insect Screen (default) Existing No Window 5 Rear Wall 2 (Back -180) -- -- 1 40.0 0.30 0.23 Insect Screen (default) New N/A Window-Lites Rear Wall 2 (Back -180) -- -- 1 12.0 0.55 0.67 Insect Screen (default) New N/A Window - Door Rear Wall 2 (Back -180) -- -- 1 16.0 1.04 0.76 Insect Screen (default) New N/A Registration Number: 216-A0430129A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-11-2109:41:00 Report Version - CF1R-08162016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-11-2109:28:22 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:27, Mon, Nov 21, 2016 Calculation Description: Title 24 Analysis Input File Name: 111616-Ibarra Addition.ribdx DOORS CF1 R -PRF -01 Page 4 of 7 01 02 03 04 05 06 Name Door Side of Building Front Wall Area (ft2) 36.6 U -factor 0.50 Status Existing Verified Existing Condition No Door 2 Rear Wall 2 4.0 0.50 New No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 08 09 • Cavity/ Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 • Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 1 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) Zone Area (ft) (ft) Edge Insul, R -value Fraction Heated • Inside Finish: Gypsum Board Condition Slab Zone 1 1338 114 None • Cavity/ Frame: no insul. / 2x4 Wall R-0 Prior to 1978 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 • Exterior Finish: 3 Coat Stucco None 0.8 No New No • Inside Finish: Gypsum Board Ceilings (below • Cavity / Frame: R-9.1 / 2x4 Roof R-11 prior to 1978 attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 11 0.081 • Over Ceiling Joists: R-1.9 insul. • Cavity/ Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 Roof Deck: Wood Siding/sheathing/decking Attic RoofZone 2 Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board • Cavity / Frame: R-15 / 2x4 R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 15 0.095 Exterior Finish: 3 Coat Stucco • Inside Finish: Gypsum Board Ceilings (below Cavity/ Frame: R-9.1 / 2x4 R-30 Roof Attic attic) Wood Framed Ceiling 2x4 @ 24 in. O.C. R 30 0.032 Over Ceiling Joists: R-20.9 insul. SLAB FLOORS 01 02 03 04 05 06 07 08 09 Verified Perimeter Carpeted Existing Name Zone Area (ft) (ft) Edge Insul, R -value Fraction Heated Status Condition Slab Zone 1 1338 114 None 0.8 No Existing No Slab 2 Zone 2 194 32 None 0.8 No New No Registration Number: 216-A0430129A-000000000-0000 Registration Date/Time: 2016-11-21 09:41:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-08162016-433 Report Generated at: 2016-11-2109:28:22 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 09:27, Mon, Nov 21, 2016 Calculation Description: Title 24 Analysis Input File Name: 111616-Ibarra Addition.ribdx BUILDING ENVELOPE - HERS VERIFICATION 01 Quality Insulation Installation (QII) 02 Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required I Not Required I Not Required I — CF1 R -PRF -01 Page 5 of 7 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name Heater Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency Solar Tank Exterior Insulation R -value Standby Loss (Fraction) DHW Heater 1 Propane Small Storage 50 Number of Fraction 0 Verified Existing Name System Type Distribution Type Water Heater Heaters N 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 Recirculation with Recirculation with Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Manual Control 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 HVAC System 1 Other Heating and Heating Yes Cooling Yes Air Distribution HVAC Fan 1532 Existing No Cooling System Component 1 Component 1 System 1 1 Registration Number: 216-A0430129A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2016-11-2109:41:00 Report Version - CF1R-08162016-433 HERS Provider: CaICERTS inc. Report Generated at: 2016-11-2109:28:22 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 09:27, Mon, Nov 21, 2016 Input File Name: 111616-Ibarra Addition.ribdx CF1 R -PRF -01 Page 6of7 HVAC -HEATING SYSTEMS 01 02 03 Name Type Efficiency Heating Component 1 CntrlFurnace - Fuel -fired central furnace 78 AFUE HVAC - COOLING SYSTEMS 01 02 03 04 05 06 07 08 09 Efficiency SFam IAQVentRpt Multi -speed Default Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond - Split air conditioning 11.7 13 No No N/A Bypass Duct system Condition Verification Air Distribution Ducts located in attic (Ventilated and Existing (not HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 SFam IAQVentRpt 0 Default 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 (Ventilated and Existing (not 6.0 Attic Attic None Existing No N/A System 1 y Unventilated) specified) IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required Registration Number: 216-A0430129A-000000000-0000 Registration Date/Time: 2016-11-2109:41:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-08162016-433 Report Generated at: 2016-11-2109:28:22 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 09:27, Mon, Nov 21, 2016 Input File Name: 111616-Ibarra Addition.ribdx C171 R -PRF -01 Page 7of7 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: CWax Max Ramirez LRamirez Company: Signature Date: Golden Sun Designs 2016-11-21 09:41:00 Address: CEA/HERS Certification Identification (If applicable): 22189 Samson Ave N/A 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. I 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: Max Ramirez CWax LRamirez Company: Date Signed: Golden Sun Designs 2016-11-21 09:41:00 Address: License: 22189 Samson Ave N/A 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-A0430129A-000000000-0000 Registration Date/Time: 2016-11-2109:41:00 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF111-08162016-433 Report Generated at: 2016-11-2109:28:22 RESIDENTIAL MEASURES SUMMARY RMS=1 Project Name lbarra Addition Building Type 121 Single Family ❑ Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 11/21/2016 Project Address 709 E. Biggs Rd. Biggs California Energy Climate Zone CA Climate Zone 11 Total Cond. Floor Area 1, 532 Addition 194 # of Units 1 INSULATION Construction Type Yp Cavity Area (ftp) Special Features Status Wall Wood Framed - no insulation 854 Existing Door Opaque Door - no insulation 37 Existing Roof Wood Framed Attic R 11 1,338 Existing Slab Unheated Slab -on -Grade - no insulation 1,338 Perim = 114' Existing Wall Wood Framed R 15 182 New Door Opaque Door Roof Wood Framed Attic - no insulation R 30 4 194 New New Slab Unheated Slab -on -Grade - no insulation 194 Perim = 32' New FENESTRATION Orientation Area(ft2) Total Area: 152 Glazing Percentage: 9.9 % New/Altered Average U -Factor: U -Fac SHGC Overhang Sidefins Exterior Shades 0.52 Status Front (N) 20.0 0.550 0.67 none none Bug Screen Existing Left (E) 36.0 0.550 0.67 none none Bug Screen Existing Rear (S) 16.0 0.550 0.67 none none Bug Screen Existing Right (M 12.0 0.550 0.67 none none Bug Screen Existing Rear (S) 40.0 Rear (S) 12.0 0.300 0.550 0.23 none 0.67 none none Bug Screen none Bug Screen New New Rear (S) 16.0 1.040 0.76 none none Bug Screen New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78% AFUE Split Air Conditioner 13.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Cooling Duct Duct Location R -Value Status HVAC System Ducted Ducted Attic 6.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ener Pro 6. b Ener Soft User Number: 5733 ID: 111916-lbarra Additio, Pa a 10 of 14 2013 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Standards must comply with all applicable mandatory measures listed, regardless of the compliance annroach used. Exceptions may apply. Review the respective code section for more information. Envelope Measures: (a)1: Doors and windows between conditioned and unconditioned spaces are manufactured to limit air leakage. fBuilding a 5. ():Coefficient Fenestration products (except field -fabricated windows) have a label listing the certified U -Factor, certified Solar Heat Gain (SHGC), and infiltration that meets the re uirements of § 10-111(a). : 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. The thermal emittance and aged solar reflectance values of the cool roofing material meets the requirements of § 110.8(i) when the § 110.8i (): installation of a cool roof is specified on the CF 1 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 gasketed to prevent air leakage. § 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(g)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(g)2: vapor retarder. In a building having a controlled ventilation crawl space, a Class I or Class H 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 greater than 0.3%; . have water vapor permeance rate is no greater than 2.0 perm/inch, be protected from physical damage and UV light deterioration, and when installed as part of a heated slab floor meets the requirements of § 110.8(g). Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors shall have a maximum U- 150.0 § (�'• 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)lA: Masonry or factory -built fireplaces have a closable metal or glass door covering the entire opening of the firebox. Masonry or factory built fireplaces have a combustion outside air intake, which is at least six square inches in area and is 150.0 e 1 B: § () equipped with a readily accessible, operable, and tight -fitting damper or a combustion -air control device. § 150.0(e) l C: Masonry or factory -built fireplaces have a flue damper with a readily accessible control. Continuous burning pilot lights and the use of indoor air for cooling a firebox jacket, when that indoor air is vented to the outside § 150.0(e)2: of the building, are prohibited. Space Conditioning, Water 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. Water heatingrecirculation loops serving multiple dwelling units meet the air release valve, backflow prevention, pump isolation § 1 10.3 (c)5: 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. Heating and/or cooling loads are calculated in accordance with ASHR.AE, SMACNA or ACCA using design conditions specified §150.0(h)l: 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: dryer vent. § 150.0(i): Heating systems are equipped with thermostats that meet the setback requirements of § 110.2(c). ' Storage gas water heaters with an energy factor equal to or less than the federal minimum standards shall be externally wrapped § 150.0 (i)lA. with insulation having an installed thermal resistance of R-12 or greater. Unfired hot water tanks such as storage tanks and backup storage tanks for solar water -heating systems, have R-12 external § 150.0(j)1B: 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 § 150.00)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. All domestic hot water pipes that are buried below grade must be installed in a water proof and non -crushable casing or sleeve § 150.00)2B: that allows for installation, removal, and replacement of the enclosed pipe and insulation. 2013 Low -Rise Residential Mandatory Measures Summary § 150.00)2C: Pipe for cooling system lines shall be insulated as specified in § 150.00)2A. Piping insulation for steam and hydronic heating systems or hot waters stems with pressure > 15 psig shall meet the requirements In TABLE 120.3 -A. § 150.00)3: Insulation is protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather 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)1: 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 supply 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. § 150.0(n)3: Solar water -heating systems and collectors shall be certified and rated by the Solar Rating and Certification Corporation (SRCC) or by a testing agency approved by 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, §603.01 §604.09 §605.0 and ANSI/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 mechanically 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 181 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 1/4 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 compressed 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)3-6: 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. § 150.0(m)7: All fan systems that exchange air between the conditioned space and the outside of the building must have backdrafl or automatic dampers. § 150.0(m)8: Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers 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 § 150.0(m)9: limited to the following: insulation exposed to weather shall be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is p p g 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 with Reference Residential Appendix RA3. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, shall be provided with air filter devices that meet the requirements of § 150.0(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 airflow > 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 every zonal control mode, § 150.0(m)15: an airflow from the dwelling, through the air handler fan and delivered to the dwelling, of >350 CFM per ton of nominal cooling capacity, and operating at an air -handling unit fan efficacy of < 0.58 W/CFM as confirmed by field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3. All dwelling units shall meet the requirements of ASHRAE Standard 62.2. Neither window 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(o)IA: Whole Building Ventilation airflow 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. W A 2013 Low -Rise Residential Mandatory Measures Summary Any pool or spa heating equipment shall be installed with at least 36 inches of pipe between filter and heater or dedicated suction § 110.4 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. 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 - § 110.4(b)3: 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: § 150.0(k)1 A: § 150.0(k)1 B: § 150.0(k)1 C: § 150.0(k)1 D: § 150.0(k) lE: § 150.0(k)1F: All lighting control devices and systems, ballasts, and luminaires shall meet the applicable requirements of § 110.9. 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. 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 The wattage and classification of permanently installed luminaires in residential kitchens shall be determined in accordance with § 130.0(c). In residential kitchens, the wattage of electrical boxes finished with a blank cover or where no electrical equipment has been 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 low efficacy lighting per electrical box. 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 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. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) shall meet the applicable requirements of § 150.0 § 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 § 110.9; 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 according 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. A multiscene programmable controller may be used to comply with dimmer requirements of this section if it provides the § 150.0(k}2I: functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(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 separately switched from kitchen lighting. Permanently installed lighting that is internal to cabinets shall use no more than 20 watts of power per linear foot of illuminated § 150.0(k)4: cabinet. A minimum of one high efficacy luminaire shall be installed in each bathroom; and all other lighting installed in each bathroom § 150.0(k 5. shall be high efficacy or controlled by vacancy sensors. Lighting installed in attached and detached garages, laundry rooms, and utility rooms shall be high efficacy luminaires and § 150.0(k}6: controlled by vacancy sensors. Lighting installed in rooms or areas other than in kitchens, bathrooms, garages, laundry rooms, and utility rooms shall be high § 150.0(k)7: efficacy, or shall be controlled by either dimmers or vacancy sensors. Luminaires recessed into ceilings shall: be listed for zero clearance insulation contact (IC) by Underwriters 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 150.0(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 efficacy 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 buildings, 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 below; 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 temporary 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: Z t 2013 Low -Mise Residential Mandatory Measures Summary 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. Energy 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 low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site shall comply with one of the § 150.0(k)9B: following requirements: 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 low-rise residential buildings with four or more dwelling units, outdoor lighting not regulated by § 150.0(k)9B or 150.0(k)9D § shall comply with the applicable requirements in § 110.9, § 13 0.0, § 13 0.2, § 13 0.4, § 140.7 and § 141.0. 150.0 9D: Outdoor lighting for residential parking lots and residential carports with a total of eight or more vehicles per site shall comply §) with the applicable requirements in § 110.9, § 130.0, § 130.2, § 130.4, § 140.7 and § 141.0. 150.0 10: Internally 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 11. Lighting for residential parking garages for eight or more vehicles shall comply with the applicable requirements for nonresidential garages in § 110. 9, § 13 0.0, § 13 0. 1, § 13 0.4, § 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 by 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: i. Comply with the applicable requirements in § 110.9, § 130.0, § 130. 1, § 140.6 and § 141.0; and § 150.0(k) 12B: 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 Ready Buildings: Single family residences located in subdivisions with ten or more single family residences 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, shall comply with the requirements of § 110.10 through § 110.10 e . §110.10(a)2: Low-rise multi -family buildings shall comply with the requirements of § 110.10(b) through § 110.10(d). The solar zone shall have a minimum total area as described below. The solar zone shall comply with access, pathway, smoke ;ified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a iall be comprised of areas that have no dimension less than 5 feet and are no less than -eas less than or equal to 10,000 square feet or no less than 160 square feet each for square feet. gall be located on the roof or overhang of the building and have a total area no less ly buildings the solar zone shall be located on the roof or overhang of the building or Located within 250 feet of the building or on covered parking installed with the than 15 percent of the total roof area of the building excluding any skylight area. p -sloped roofs shall be oriented between 110 degrees and 270 degrees of true north. , vents, chimneys, architectural features, and roof mounted equipment, shall be ,ther part of the building that projects above a solar zone shall be located at least twice C, of the height difference between the highest point of the obstruction and the he solar zone, measured in the vertical plane. the structural design loads for roof dead load and roof live load shall be clearly location for inverters and metering equipment and a pathway for routing of conduit action with the electrical service (for single family residences the point of -.1); a pathway for routing of plumbing from the solar zone to the water -heating )mparable document indicating the information from § 110.10(b) through § 110.10(c) i. minimum busbar rating of 200 amps. i reserved space to allow for the installation of a double pole circuit breaker for a I space shall be: positioned at the opposite (load) end from the input feeder location or ed as "For Future Solar Electric". :a SITE PLAN Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone (530)538-70'0 1 Permit Center Phone (530)538-6861 Fax (530)538-7785 Assessor's Parcel Number: D�C�-DDD-OC�]IY7 Permit #: 0 FORM NO DBP -3 s lot 3 : 3 . _...__....._. • ..... = ....._._.....« = ...—..? ._..__ ..._.-._....... .._... ..«._. .._.... »..... .•--......_._...._......_.... ......................_......._.._....' .......:...._... ......_.._...._.._.._..._..---......._.--_---........:.......:.__...._.._..._..._._.._...._.._...._..__._._..«._._..._.-------.... ..._... ....._._..._._. .......=....._.�.--•--.3....�._ BIME COUNTY • UP OCT 2 DEVELOPMENT i SERVICES • • • • • • • • • N t A it\_ • • • • Fi • _ rrrr.r.= • _ • S • • • • IIY.a�.•N.N•.•11 N.•N..M NW r1..•..N.M. 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N Y.........••.N._N.1.._....•N..♦.•N1._V.•....• • \ ♦ii..l... • • f • . f . . • . ♦ • ♦ • • • • • • . • •f 1 � 2 Z Z � i � S • Scale 1" =- Phone: BY .�-- WNEEN-Wdw hal, !..Afar OWNER _.AAAA : iT1 n ` 15 R,o .`./I E YORK GOVERNIINIG CODE5 UILD N G INFORMKrION U5E/OCCUPANCY EXI5T[NG AREA CONDITIONED ��3`� 5QFT 709 1✓A__ ���31(,(�g �'b UNCONDITIONED 5QFT PORCH 5QFT D )?IoM OTHER f 5QFT Ara°I71dr� ro 1'�v�1T �HANC��_ C�o1�F D>�Jl.� tOTAL EXISTING L)3� 5QFT 20 t CA RE5IDENTIAL CODE DE.`,Ir;f GLEN QUIGLEY 2689 FOREST VIEW DR. OROVILLE, CA 95966 �5! r ARCEL NO. 110-- D 2 Z T�AMCI' F 1- "'E_ A _ 71E 151`05AL 11 ';0:. � A,CIFOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF CLAYS OR SOILS, NOT 5UITA15LE i Ori' ^I5TRUCTION, ARE PRESENT. CONSTRUCTION SHALL NOT CONTINUE WITHOUT' APPROVAL OF T �` i.''_5IGNER O, ENGINEER OF RECORD. 2) TH . CONTRACTOR AND/OR OWNER SHALL DE RESPON513LE FOR ESTABLISHING AND MAIN`_,`, 'IN ING ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE THAT CONSTRUCTION 15 WITHI+' ALL APPLICABLE 5ET13ACKS AND EASEMENTS. 3) THE ENTIRE AREA TO DE COVERED DY 5TRUCTURE5 SHALL DE CLEARED AND GRUBBED TO TO RE., 10VE SURFACE VEGETATION AS REQUIRED. 'I) ALL GRADING SHALL CONFORM TO LOCAL GRADING ORDINANCES. GRADE SURROUNDING ANY DU[LG J'..- STRUCTURES SHALL DE SLOPED A MINIMUM OF 5% AWAY FROM THE BUILDING PAD FOR A MIN (IUM 10' IN ALL DIRECTIONS TO MAINTAIN SUFFICIENT DRAINAGE. WHERE PHYSICAL Or351 �.:J'.:TIONS OR LOT LINES PREVENT THIS, AN ALTERNATE METHOD SHALL DE USED TO DIVERT WA T EE, USING A SWALE OR OTHER APPROVED METHOD, SHALL DE NO UTILITY TRENCHES WITHIN THE INFLUENCE ZONE OF THE FcOUNDATION (A 4'>EGREE ANGLE PROJECTING FROM THE 50TTOM OF THE OUTER EDGE OF ANY FOOTING.) 6) CC FACTOR SHALL PROVIDE A MECHANISM FOR RETAINING SITE DRAINAGE ON THE PROPERTY BY U OF PERFORATED UNDERGROUND DRAINS TIED TO THE PROPOSED ROOF GUTTERS. PROVIDE 10' CI 4d, ANCE TO EXISTING STRUCTURE. 7) 1-11L: CONTRACTOR I5 SOLELY RE5PON5IDLE FOR DRACING AND SHORING ALL EXCAVATIONS, DEWATI_RING OF EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE, TEMPO'�:ARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO A5.`.•'URE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK. 8) TH_ CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADE5 AND SHALL VERIFY ALL D[M:.EI\-I: :ONS. ANY DISCREPANCIES SHALL DE CALLED TO THE ATTENTION OF THE ENGINEER AND L'E RE�`.O:_VED DEFORE PROCEEDING WITH THE WORK. --- T iRUGTURAL MEM13ER5 SHALL DE CUT, NOTCHED OR OTHERWISE PENETRATED UNLE55 APPROVED DY THE MANUFACTURER OF THE PRODUCT. 10 Wi--' = <i= THE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH ANY SPEC[ " :;ATIONS, THE DESIGNER SHALL DE NOTIFIED FOR RESOLUTION 13EFORE PROCEEDING WITH THE- 4,1) HEi1) "`H- CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLE55 OTHEF,,11'3E SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR 51HALL 511UPERV15E AND DIRECT THE WORK AND SHALL DE SOLELY RE5PON5IDLE FOR ALL C0`15-: ":UCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 035ERVA,TION V[5[i 5 I"0 THE SITE DY FIELD REPRESENTATIVES OF THE ENGINEER DO NOT iNCL•UIDE INSPECTIONS OF 1 HE. F"ROTECT[VE MEA5URE5 OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION, ANY 5U12P0 .1" 5ERVICE5 PERFORMED DY THE ENGINEER DURING CONSTRUCTION 5HALL:'DE DI5T1i 1UI5HED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED E Y eT. : 'S. THESE SUPPORT 5ERVICE5 WHICH ARE PERFORMED AFTER COMPLETION OF CONE. ":TION, ARE SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHHE :I G CONFORMANCE_ WITH CONTRACT DRAWINGS AND SPECS: THEY DO NOT GUARANTEE C(0f1T T OR'5 PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISIONS OF G-/_114,1153 1 TION. i?) O.. { "NATION V15IT5 TO THE 51TE DY THE ENGINEER SHALL NEITHER DE CONSTRUED A5 Irl 3Pc..T1ON NOR APPROVAL OF CONSTRUCTION. t-;) Ct ACTOR SHALL READ AND DE FAMILIAR WITH ALL FACET5 OF THE PLANS AND .5PEC .CATIONS AND SHALL REQUEST CLARIFICATION AS REQUIRED BEFORE COMMENCING GO 51 UGT 10N. 141 CO`1"RACTOR SHALL DE RE5PON513LE FOR ANY CONSTRUCTION WHICH 15 IN DEVIATION FROM THESE 1'LAN5. 15) C()i'-1-RACTOR 15 RE5PON5I13LE FOR THE CORRECT INSTALLATION OF ALL MANUFACTURE.[) INCLUDING DUT NOT LIMITED TO 053, T1-11, PARALLAM5 AND MICROLLAM5. ALL IN 15TA1.LATION5 SHALL DE DONE IN ACCORDANCE WITH MANUFACTURER'S 5PECIFICATA5. 1=) F,l.. CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON THE DEST INFORMATION 1 Y AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS A5 TO THEIR ACCURACY. CONTRACTOR I5 TO FIELD VERIFY ALL CONDITIONS. SHOULD dD' �5 DECOME APPARENT WHICH DIFFER FROM THE CONDITION5 SHOWN HEREIN THEY SHALL HT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT OR ENGINEER. THE ARCHITECT OR r NC [ ? MAY THEN PREPARE ADDITIONAL DRAWING5 AS MAY 6E NEEDED TO ACG:'OMMODATE '1E ;'.' C0NDIT10N5. ' ':: I Ems. : ED LE Vo� 02 13LD G ELEMENT NO. AND TYPE OF ` SPACING OF RUDODIIPA I. ELOCKIN6 BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d (21/2" X 0113') - 2. CEILIN65 JOISTS TO PLATE, TOC NAIL 3-61? (2 I/2' X 01131) 3. GEIIIM V55IOT ATTYM TO PARA/Ig RM M 00 PARli0I5, FADE NAIL 3-100 - 4. COLLAR TIE OR RARER, FACE NAL OR 1-1/4''20 6ME RV 5TW 3-,100 (3' X 0.128') - 5. RAFTER OR ROOF TM TO PLATE, TOE NAIL 16DBOX RAI } 512 T%O , I I (5ON ON OE13-100 COMhrC}N OPPOSITE SIDE: OF EACH NAILS (3" X 0AV) RAFTER OF, TRU55 6. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER: TOE HAIL FACE NAIL 4-16d (31/2'X 0,1351) SOLE PLATE TO J015T OR BLOCKIM, AT BRACED WALL PANELS 3-ibd(31/2" X 0.135") - 1, MILT4,r STUDS -FACE NAIL 100 (3' X 0,1281) 5PRINKLERED YE NO 6. ABUTTIN6 STUDS AT INTERSECTING WALL CORNERS, FACE NAIL 160 0 V2' X 0135") PROP05EP AREA 114 5QFT CONDITIONED 16'06 ALONG IEA EDGE UNCONDITIONED 5QFT PORCH 2_1(0 5QFT 44d (2-1/2'X0.113') 5QFT OTHER _ 5PRINKLERED YE540 SOFT G Dr.1.5'-0,e-'ri o)J "TYPIF V --° e -L, 24'X 14. DONEE TOP PL, MIN 24' OFFSET OF EA END JOINTS, FACE NAIL LAP 11 ';0:. � A,CIFOR SHALL RECOGNIZE AND NOTIFY ENGINEER IF CLAYS OR SOILS, NOT 5UITA15LE i Ori' ^I5TRUCTION, ARE PRESENT. CONSTRUCTION SHALL NOT CONTINUE WITHOUT' APPROVAL OF T �` i.''_5IGNER O, ENGINEER OF RECORD. 2) TH . CONTRACTOR AND/OR OWNER SHALL DE RESPON513LE FOR ESTABLISHING AND MAIN`_,`, 'IN ING ALL PROPERTY LINES AND CORNERS AND SHALL ENSURE THAT CONSTRUCTION 15 WITHI+' ALL APPLICABLE 5ET13ACKS AND EASEMENTS. 3) THE ENTIRE AREA TO DE COVERED DY 5TRUCTURE5 SHALL DE CLEARED AND GRUBBED TO TO RE., 10VE SURFACE VEGETATION AS REQUIRED. 'I) ALL GRADING SHALL CONFORM TO LOCAL GRADING ORDINANCES. GRADE SURROUNDING ANY DU[LG J'..- STRUCTURES SHALL DE SLOPED A MINIMUM OF 5% AWAY FROM THE BUILDING PAD FOR A MIN (IUM 10' IN ALL DIRECTIONS TO MAINTAIN SUFFICIENT DRAINAGE. WHERE PHYSICAL Or351 �.:J'.:TIONS OR LOT LINES PREVENT THIS, AN ALTERNATE METHOD SHALL DE USED TO DIVERT WA T EE, USING A SWALE OR OTHER APPROVED METHOD, SHALL DE NO UTILITY TRENCHES WITHIN THE INFLUENCE ZONE OF THE FcOUNDATION (A 4'>EGREE ANGLE PROJECTING FROM THE 50TTOM OF THE OUTER EDGE OF ANY FOOTING.) 6) CC FACTOR SHALL PROVIDE A MECHANISM FOR RETAINING SITE DRAINAGE ON THE PROPERTY BY U OF PERFORATED UNDERGROUND DRAINS TIED TO THE PROPOSED ROOF GUTTERS. PROVIDE 10' CI 4d, ANCE TO EXISTING STRUCTURE. 7) 1-11L: CONTRACTOR I5 SOLELY RE5PON5IDLE FOR DRACING AND SHORING ALL EXCAVATIONS, DEWATI_RING OF EXCAVATION FROM EITHER SURFACE WATER, GROUND WATER OR SEEPAGE, TEMPO'�:ARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO A5.`.•'URE THE SAFETY OF ANY PERSON COMING IN CONTACT WITH THE WORK. 8) TH_ CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADE5 AND SHALL VERIFY ALL D[M:.EI\-I: :ONS. ANY DISCREPANCIES SHALL DE CALLED TO THE ATTENTION OF THE ENGINEER AND L'E RE�`.O:_VED DEFORE PROCEEDING WITH THE WORK. --- T iRUGTURAL MEM13ER5 SHALL DE CUT, NOTCHED OR OTHERWISE PENETRATED UNLE55 APPROVED DY THE MANUFACTURER OF THE PRODUCT. 10 Wi--' = <i= THE GENERAL NOTES AND TYPICAL DETAILS ARE IN CONFLICT WITH ANY SPEC[ " :;ATIONS, THE DESIGNER SHALL DE NOTIFIED FOR RESOLUTION 13EFORE PROCEEDING WITH THE- 4,1) HEi1) "`H- CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLE55 OTHEF,,11'3E SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR 51HALL 511UPERV15E AND DIRECT THE WORK AND SHALL DE SOLELY RE5PON5IDLE FOR ALL C0`15-: ":UCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. 035ERVA,TION V[5[i 5 I"0 THE SITE DY FIELD REPRESENTATIVES OF THE ENGINEER DO NOT iNCL•UIDE INSPECTIONS OF 1 HE. F"ROTECT[VE MEA5URE5 OF THE PROCEDURES FOR SUCH METHODS OF CONSTRUCTION, ANY 5U12P0 .1" 5ERVICE5 PERFORMED DY THE ENGINEER DURING CONSTRUCTION 5HALL:'DE DI5T1i 1UI5HED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED E Y eT. : 'S. THESE SUPPORT 5ERVICE5 WHICH ARE PERFORMED AFTER COMPLETION OF CONE. ":TION, ARE SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHHE :I G CONFORMANCE_ WITH CONTRACT DRAWINGS AND SPECS: THEY DO NOT GUARANTEE C(0f1T T OR'5 PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISIONS OF G-/_114,1153 1 TION. i?) O.. { "NATION V15IT5 TO THE 51TE DY THE ENGINEER SHALL NEITHER DE CONSTRUED A5 Irl 3Pc..T1ON NOR APPROVAL OF CONSTRUCTION. t-;) Ct ACTOR SHALL READ AND DE FAMILIAR WITH ALL FACET5 OF THE PLANS AND .5PEC .CATIONS AND SHALL REQUEST CLARIFICATION AS REQUIRED BEFORE COMMENCING GO 51 UGT 10N. 141 CO`1"RACTOR SHALL DE RE5PON513LE FOR ANY CONSTRUCTION WHICH 15 IN DEVIATION FROM THESE 1'LAN5. 15) C()i'-1-RACTOR 15 RE5PON5I13LE FOR THE CORRECT INSTALLATION OF ALL MANUFACTURE.[) INCLUDING DUT NOT LIMITED TO 053, T1-11, PARALLAM5 AND MICROLLAM5. ALL IN 15TA1.LATION5 SHALL DE DONE IN ACCORDANCE WITH MANUFACTURER'S 5PECIFICATA5. 1=) F,l.. CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON THE DEST INFORMATION 1 Y AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS. NO WARRANTY IS A5 TO THEIR ACCURACY. CONTRACTOR I5 TO FIELD VERIFY ALL CONDITIONS. SHOULD dD' �5 DECOME APPARENT WHICH DIFFER FROM THE CONDITION5 SHOWN HEREIN THEY SHALL HT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT OR ENGINEER. THE ARCHITECT OR r NC [ ? MAY THEN PREPARE ADDITIONAL DRAWING5 AS MAY 6E NEEDED TO ACG:'OMMODATE '1E ;'.' C0NDIT10N5. ' ':: I Ems. : ED LE Vo� 02 13LD G ELEMENT NO. AND TYPE OF ` SPACING OF RUDODIIPA I. ELOCKIN6 BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d (21/2" X 0113') - 2. CEILIN65 JOISTS TO PLATE, TOC NAIL 3-61? (2 I/2' X 01131) 3. GEIIIM V55IOT ATTYM TO PARA/Ig RM M 00 PARli0I5, FADE NAIL 3-100 - 4. COLLAR TIE OR RARER, FACE NAL OR 1-1/4''20 6ME RV 5TW 3-,100 (3' X 0.128') - 5. RAFTER OR ROOF TM TO PLATE, TOE NAIL 16DBOX RAI } 512 T%O , I I (5ON ON OE13-100 COMhrC}N OPPOSITE SIDE: OF EACH NAILS (3" X 0AV) RAFTER OF, TRU55 6. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER: TOE HAIL FACE NAIL 4-16d (31/2'X 0,1351) SOLE PLATE TO J015T OR BLOCKIM, AT BRACED WALL PANELS 3-ibd(31/2" X 0.135") - 1, MILT4,r STUDS -FACE NAIL 100 (3' X 0,1281) 24'0.6. 6. ABUTTIN6 STUDS AT INTERSECTING WALL CORNERS, FACE NAIL 160 0 V2' X 0135") 12' 0.6, g JILT UP HEADER, 2 PIECES 16D 0 I/2' X 01351) 16'06 ALONG IEA EDGE 10, CONTIKO HEADER, 2 PIECE5 IGD 01/2' X 0.135") I6' OC ALONG IEA EDGE II. CONTIt810U5 HEADER TO STUD, TOE NAIL 44d (2-1/2'X0.113') Staple 16 go. 1-3/4' 12. DOUBLE STUDS, FACE NAiL IOd (3"X0.120 24" OC .13. DOUBLE TOP PLATE5, FACE NAIL 106 (3"X0.120 24'X 14. DONEE TOP PL, MIN 24' OFFSET OF EA END JOINTS, FACE NAIL LAP 8-I6d (3-4'X 0135) - 15.50LE PLATE TO J015T OR BLOCKING, FACE NAIL Ibd (3-V2" X 0.1351) 16, 06 16. SOLE PLATE TO J015T OR BLOCKING AT BRACED WALLS PANELS 3-I6d 0-V2' X 0.1351) lb, OG 11. STUD TO 50LE PLATE, TOE NAIL 3-8d 2-I/2" X 0.113 ` 2-I6d 3-V2 X 0135 ) 3 IS. TOP OR SOLE PLATE TO STUD, END NAIL 2-Ibd (3-V2' X 0.1351) 4 19, TO PLATES, LAPS AT CORNERS AT INTERSECTIONS, FACE NAIL 2-I0d (3" X 0.120 - 20.1' DIA6. BRACE TO EACH STUD AND PLATE, FACE NAIL 24d (2-12 X 0.11 2.5TARB 1-3/4" 5topie 14 go 2-I/4" 21. MV 5HEATHIM TO EA BEARING, FACE NAIL 2- 2- 2 X O1 TT 2,5TAPLE5I-3/4" 0.113 nail 2-1/4" 22, I'XS" 5HEATHIN6 TO EACH BEARIN6, FACE NAIL 2-6d (2- -d(2-MTAPLE5 1-3/4" - 23 WIDER THAN I"X8" Si1EATHIN6 TO EA BEARING FACE NAIL 3-Sd (2-112'X 0.1 0.041- 0.019 nail 2-1/2" 4-5TAPLE51-3/4' 24 J015T TO 51LL OR 61RDER TOE NAIL 3-8d (2-I/2' X Awvl bd Gommon'%Vloor and wall' 6 129 8d Common roof 33. 19/32" - I' 8d Common stfloor cid wall 6 129 34. I -1/V.- I-1/4" 10d Common sMloor and riail b 12 OTHER 'WALL 811 35. 1/2'6truchrai ceilolos� fiberboard 1-1/2" galvanized roofing roll, Ille crown or Is crown 3 6 staple I6 1-1/4'lom M. 25/32" structural cellulose fiberboard 1-3/4'91anlmd roofing nal, 1 frown or grown 3 6 TE BUTst le' I6 1-114 lom COUNT' 31, i/2" gypsum sheathingd 1-1/2 gdivanized roofino nail, stip a galvanized 1 1 1-1/2 I, I--1/4 ;verls s W or 5 38. 5/8" gypsum sheolhingd 1-3/4 galvanized roc inq nail, staple golvgnlzed 1 1 NOV 2 9 2016 1-51$ I 1-1/4 screWS , e W or 5 DEVELOPMENT WOOD 9T:fUCTURAI, PANELS, COXIBINATION 9UBI•LOOR UNDERLAY11R.ENT TO FRAMING S»VIM 39. 3/4' and less or bd deformed (T x 0.20" nal 6 12 6d common (2-1/2'x 0.131 nail 40, 1/8" ' I" or 8d common (2-1/2'x 0.1 1, nail 6 12 8d deformed(2-1/2 x 0.120 nail 41, 1-1/8" -1-1/4" or 10d common 3 140x 8" nail 6 12 M deformed(2-1/2 x 0.120 nail -T—ATnaI15 are smooth -common, ox or deformed 4ankcd except where, o . erw se 5tat0d. Nails 553d for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ski for shank dliameter of 0.192 Inch (20D common nail), 90 ksl for shank diameters larger than 0.142" but not larger than 0.177" anA 100 ks for shank diameters of 0.142" or less. b. Staples are 16 ga wire and have aminimum 7/16" on dia crown width. C. Nails shall be spaced at not more than 6" oc at all supports where spans are 45" or greater. d. 4'x8'x9' panels shall be applied vertically e. 5pacing of fasteners not Included In this table shall be based on Table 9602.3(2). f. For regions having basic wind speed of 110 mph .or greater, 8d deformed (2-1/2"x0.120") nails shall be, u55ed for attaching plywood and wood structural pnel roof sheathing to framing within minimum 48" distance from gablle end walls, If mean roof height Is more than 25' up to 35' maximum. g. For regions having bale wind speed of 110 mph or less, nails for attaching wood structural panel roof sheeathing to gable end wall framing shall be Spaced 6" oc. When basic wind speed is, greater than 110mph , malls to be °spaced 6" oc for minimum. 48' from ridges, easves and gable end walls and 4" oc to. gable end wall framing. h. Gypsum sheathing shall conform to A5TM C 1396 and shall be Installed In accordance with GA 253. Fiberboard sheathing shall conform to A5TM C 208. I. 5pacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing membeers and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be 'supported by framing members or solid blocking. J. Where a rafter is fastened to an adjacent parallel ceiling joist In accordance with this schedule, provldlc two toe nails on one side of the rafter and toe nails from the telling Joist to top plate In accordance with this schedule The toe nail on the opposite side of the rafter shall not be reouired. rrdr. TSALTE ATE ATTACHME NTS TO TABLE R602,3(l) R/ R A0171 r4ATERTA.LL DESCnIPTItJN lFA.STEi EL'S. ]�. C INd 25. RIM J015T TO TOP PLATE, TOE NAIL (ROOF APPLICATION ALSO) Sd (2-1/2" X 0.1131) 6' OC, 26, RIM JOIST OR BLOCKING TO 51LL PL, TOE NAIL $d (2-1/2" X 0113") b' X. 21,1'X6' %MOOR OR LESS TO EA J015T, FACE NAIL 2-8d (2-1/2" X 0.113 2-5TAPLE51-3/4' 0.091- 0.0419 roll 2-1/4" 28.2' 9MOOR.T0 JOIST OR 61RDER, BLIND AND FACE NAIL 2-I6d 0-1/2' X 0.051) Staple 16 go. 1-3/4' 29: 2" PLANKS (PLANK I BEAM - FLOOR 4 ROOF) 2-164. 0-V2' X 0.1351) - 30. BUILT-UP 61RDM 4 EEAM5, 2" LUMBER LAYERS IOd (3" X 0.1281) NAIL EA LAYER A5 FOLLOWS02" 00 A rsB t 5T6'IRo. (2) NAILS AT EN05 t Al EA SPLICE 31: LED6ER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d (3-1/2' X 0135") AT EA J015T 0R RAFTER . IATERI L. DESCRIPTION r4 AS CENER �3E'AC'LT'�G EDGE/ FT LD WOOD STRITCTURAL PANELS. SURTIOORt- ROOF INTERIOR WALL SRF.ATIRING TO FRAMINC bd Gommon'%Vloor and wall' 6 129 8d Common roof 33. 19/32" - I' 8d Common stfloor cid wall 6 129 34. I -1/V.- I-1/4" 10d Common sMloor and riail b 12 OTHER 'WALL 811 35. 1/2'6truchrai ceilolos� fiberboard 1-1/2" galvanized roofing roll, Ille crown or Is crown 3 6 staple I6 1-1/4'lom M. 25/32" structural cellulose fiberboard 1-3/4'91anlmd roofing nal, 1 frown or grown 3 6 TE BUTst le' I6 1-114 lom COUNT' 31, i/2" gypsum sheathingd 1-1/2 gdivanized roofino nail, stip a galvanized 1 1 1-1/2 I, I--1/4 ;verls s W or 5 38. 5/8" gypsum sheolhingd 1-3/4 galvanized roc inq nail, staple golvgnlzed 1 1 NOV 2 9 2016 1-51$ I 1-1/4 screWS , e W or 5 DEVELOPMENT WOOD 9T:fUCTURAI, PANELS, COXIBINATION 9UBI•LOOR UNDERLAY11R.ENT TO FRAMING S»VIM 39. 3/4' and less or bd deformed (T x 0.20" nal 6 12 6d common (2-1/2'x 0.131 nail 40, 1/8" ' I" or 8d common (2-1/2'x 0.1 1, nail 6 12 8d deformed(2-1/2 x 0.120 nail 41, 1-1/8" -1-1/4" or 10d common 3 140x 8" nail 6 12 M deformed(2-1/2 x 0.120 nail -T—ATnaI15 are smooth -common, ox or deformed 4ankcd except where, o . erw se 5tat0d. Nails 553d for framing and sheathing connections shall have minimum average bending yield strengths as shown: 80 ski for shank dliameter of 0.192 Inch (20D common nail), 90 ksl for shank diameters larger than 0.142" but not larger than 0.177" anA 100 ks for shank diameters of 0.142" or less. b. Staples are 16 ga wire and have aminimum 7/16" on dia crown width. C. Nails shall be spaced at not more than 6" oc at all supports where spans are 45" or greater. d. 4'x8'x9' panels shall be applied vertically e. 5pacing of fasteners not Included In this table shall be based on Table 9602.3(2). f. For regions having basic wind speed of 110 mph .or greater, 8d deformed (2-1/2"x0.120") nails shall be, u55ed for attaching plywood and wood structural pnel roof sheathing to framing within minimum 48" distance from gablle end walls, If mean roof height Is more than 25' up to 35' maximum. g. For regions having bale wind speed of 110 mph or less, nails for attaching wood structural panel roof sheeathing to gable end wall framing shall be Spaced 6" oc. When basic wind speed is, greater than 110mph , malls to be °spaced 6" oc for minimum. 48' from ridges, easves and gable end walls and 4" oc to. gable end wall framing. h. Gypsum sheathing shall conform to A5TM C 1396 and shall be Installed In accordance with GA 253. Fiberboard sheathing shall conform to A5TM C 208. I. 5pacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing membeers and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be 'supported by framing members or solid blocking. J. Where a rafter is fastened to an adjacent parallel ceiling joist In accordance with this schedule, provldlc two toe nails on one side of the rafter and toe nails from the telling Joist to top plate In accordance with this schedule The toe nail on the opposite side of the rafter shall not be reouired. rrdr. TSALTE ATE ATTACHME NTS TO TABLE R602,3(l) R/ R A0171 r4ATERTA.LL DESCnIPTItJN lFA.STEi EL'S. ]�. C INd EDGE I FIETM WOOD STRUCTURAL PANELS SUBFLOOR ROOFS INTERIOR WAXL BR EATONG TO FRAil Nd I# to 1/2A 51 ple 15 go. 1-!!1/4" 4 8 0.091- 0.0419 roll 2-1/4" 3 6 Staple 16 go. 1-3/4' 6 12 i9/32" and 5/8' 0,113 nail 2" 3 6 :staple 15 and I6 go 2" 4 8 O.Og1- 0.091 nail 2-1/4' 4 8 23/32' and 3/4' 5414 14 go 2' 3 6 Staple l5 go 1-3/4' 3 8 11 0.091- 0.099 nall 2-1/4" 4 8 Rople 16 ga 2" 4 6 1A 5topie 14 go 2-I/4" 4 8 0.113 nail 2-1/4" 4 8 Staple 15 go 2-1/4' 4 6 0.041- 0.019 nail 2-1/2" 4 $ MATERIAL DESCRIPTION E.k STE E ::��i CL1�T�` RIDGE MEi LD FLOOR ITNDERLAYMFAW; PLYWOOD-IIA,'RI)REOAR,D.PAR'ITCI BOAR D PLYWOOD I/4' AND 5/16' 1-114' ric� or suety shank 12-1/2 ROV') shank dia 3 6 staple 18 ga 1/8", 3/16' sown 2 5 1V32', 3/8",15/32"' AND 1/2' I -I 4 ring or screw s ank nail 12-I/2 TO.Og9") shank dia h 8• 19/32", 5/3", 23/32' AND 3/4' 1-I 2 ring or screw shank nail 12-1/2 10.041T) shank dia 6 8 staple. 16 go 1-1/2' 6 $ HARDBOARD 0200 1-V2' long ring -grooved underlay nail 6 6 4d cement -coated sinker nail 6 6 5we 18 go,1/8' long (plastic coat) 3 6 PARTICLEBOARD /4' 4d ring -grooved underlayment nail 3 6 Staple 18 go. 1/6' long, 3AV crown 3 6 6d ring -grooved underINrivnt nail 6 10 Staple Ib go. 1-1/6"" long, 3/8' crown 3 6 Il" and 5/8' 6d ring -grooved underlayment nail b 10 5tTle 16 ga. I-5/8" long, 318' croon 3 b a. Nail la a general description and may be T -head, modified round head or round head. b. 5taple9 shall. have a minimum crown width of 7/16" on diam except as noted. C. Nails or staples shall be spaced at not more than 6' oc at all supports where spans are 45" or greater. Nails or staples shall be spaced at not more than 12" on center at intermediate supports or floors. d. Fasteners shall be placed In a grid patcrn throughout the body of the panel. e. For 5 -ply panels, Intermediate nails shall be spaced not more than 12" ox. each way f. Hardboard underlaymcmt shall conform to CPA/AN51 A135,4 g. Specified alternate attachments for roof :sheathing shall be permitted for windspeeds les than 100 mph. Fasteners attaching wood structural panel roof sheathing to gable end wail framing shall be Installed using the space listed for panel edges. Additions and alterations. The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. 2013 CGBSC Section 301.1.1. r , THE FOLLOWING TE5T5 AND INSPECTIONS SHALL DE PERFORMED 13Y AN. INDEPENDENT TESTING LABORATORY EMPLOYED DY THE OWNER AND APPROVED BY THE BUILDING OFFICIAL. TEST AND INSPECTION REPORTS SHALL DE 50MITTED FOR APPROVAL TO THE STRUCTURAL ENGINEER .AND THE BUILDING OFFICIAL, CONFORMING TO THE REQUIREMENTS OF SECTION 1701 OF THE BUILDING CODE. IT I5 THE CONTRACTORS SOLE RE5PON5IDILITY TO SEE THAT THESE TE5T,5 AND IN5PECTION5 ARE PERFORMED. IT 15 THE RE5PON513ILITY OF THE CONTRACTOR, TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT REQUIRED SPECIAL INSPECTION 15 5U13JECT TO RE MOVA L. ❑ ENGINEERED FILL COMPACTION TESTS. ❑ PILES, DRILLED PIERS AND CAISSONS. ❑ CONCRETE TESTS CYLINDERS, F'C EXCEEDING 2500 p5[. ❑ STRUCTURAL MASONRY, F'M = REINFORCEMENT, GROUT, AND ANCHOR RODS, ❑ STRUCTURAL STEEL WELDING AS REQUIRED DY WELDING NOTES. ❑ STRUCTURAL STEEL HIGH STRENGTH ANCHOR ROD5 (A325 OR A490). ❑ 5TRUCTURAL GLUED -LAMINATED TIMBER, DURING FABRICATION. ❑ EMBEDDED ITEMS (EPDXY INSTALLED ANCHORS, WEDGE ANCHORS, ETC—) ❑ NO SPECIAL INSPECTIONS REQUIRED. DEFERRED oSTEURMITTALS THESE DEFERRED 5UBMITTAL5 511ALL FIRST BE SUBMITTED TO THIS OFFICE FOR REVIEW AND COORDINATION. FOLLOWING THE COMPLETION OF THE REVIEW AND COORDINATION A 5IJ13MITTAL MAY THEN DE MADE TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL, WHICH SHALL INCLUDE A LETTER STATING THIS REVIEW AND COORDINATION HAS BEEN PERFORMED AND COMPLETED AND PLANS AND CALCULATIONS FOR THE DEFERRED ITEMS ARE FOUND TO BE ACCEPTADLE WITH NO EXCEPTIONS. ❑ PREFADRICATED WOOD TRU55E5 ❑ FIRE SPRINKLER DRAWINGS ❑ NO DEFERRED SU13MITTAL5 PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE S HE E? E j T I P ZIDEXT 1�IE_� cow i i i DEf�IGNEl.,7 E: CHECKED r' I SCALE: NT5 1 i I I V -r . t C, = i i DEf�IGNEl.,7 E: CHECKED r' I SCALE: NT5 1 i I -.) outdoor receptacles outlet front and rear of the Dwelling.Exterior receptac es P !provide a bathroom fan complying with the requirements of 2013 ,CGBCSection 4.506. Please ad 0.8. - must be WP/GFCI protected. 2013 CEC Art. 210.52 (E)(1) & ..1 this note to the laps Th b th om exhaust fa h 11 b controlled w�#h-hum d'stat ontrol ca able of a ro ns p adjustment between a relative humidity range e of 50% to 80%. an outdoor receptacle outlet with GFCI and weatherproof protection at � each porch area. Balconies decks and orches that are accessible from inside the dwelling unit P P f� required access to the whirlpool tub motor and protected by GFCI outlet. 2013 CEC shall have at least one receptacle outlet installed within the perimeter of the balcony, deck or Articles 680.71 & 680.73. porch. The receptacle shall not be located more than 6 %z ft. above the balcony, deck, or porch surface. 201 CEC Art, 3 and 406.9 .A &` B . s 3 Articles 210.52 3 10.8 A )Arc-FaultCircuit-Interrupter - ., O, ( )O ( ) ( _ Protection to all 120 volt, single phase, 15 and 20 -amp { branch circuits supplying outlets installed in dwellings. (Thrortghout) 2013 CEC Art. 210.12 (A).'(Le. Not All exterior outdoor lights shall be High Efficacy luminaries or Low Efficacy (incandescent) luminaries g dust bedrooms) controlled by a manual-on/off switch with a photocell and motion sensor. Refer to the Mandatory Measures for Residential .Lighting Measures attached to the California Energy Commission, Mandatory Tam er-R p esistant Receptacles in the dwelling. All 125 -volt, single phase, 15 and 20 amp Measures, form MF -1R. _ receptacles shall be listed tamper-resistant receptacles. (Throughout) 2013 CEC Art. 406.12, - - - --- - mechanical electrical disconnect and a service receptacle within 25 feet of the Mechanical unit. As per 20 & 2013 CMC Section 3I0. � f.,03',��% �.t p 13 CEC Art. 210.63 \ �pp [r�� y }yyp .,. P . .. ,.. .... _.._ - � .'.��ii a �^�' � F Gi$ >rF`� � 4 � n..N to .i t'" a .;1i -..f ln/A L- 17 /�. o �i amu.- `EI tri�5 • GIRDER OR HEADER SIDING PER ELEVATIONS 1/2" PLY. 2x STUDS ® 16" O.C. 2xt STUDS ® 16" O.C. R— �_ 2. MUDu_L W/ 5/8" BATT INSUL. 1/2" GYP BD SIDING OR 5/8" TYPE "X" GYP. BD. IF ® o i H-1 ANCHOR W WERO 6' O.C. o GARAGE 0 • 2x EAVE BLOCK PROVIDED EMBEDDED 6 O.C. SCREENED EAVE VENT W EMBEDbED MIN 7' / INSULATION BAFFLES 0 _ #4 REBAR CONT. 3" FROM SEAL FOUNDATION CSD MUDSILL 4" CONC. SLAB 6x6 PC ATTACHED TO GIRDER EVERY 4TH BLOCK E. TOP AND BOTTOM 10/10 W.W.M. 4' OR BEAM 1/2 CCX PLY.- o GRAVEL FILL (IF 2x P.T. MUDSILL CSD EAVES 4" CONC. SLAB 6x6 10/10 GARAGE) SLAB FLOOR SEE DETAIL 2 N RE E.N. W.W.M. 4" GRAVEL FILL E. POST PB ATTACHED 70 POST . z a--�•.— — — — ANCHORED C C. 1x4 TRIM IMPSON HI TIE AT EACH n CHOR IN ON do°oho oo °0 00 — — —. �L O0�'popa�do7-6-00 JOIST O°000 00 °p°o0o` z CONC. PAD 2x6 FASCIA SIDING SEE PLAN ----t 2" 10 ONE STORY 1 STORY 2 EXTERIOR FOOTING SLAB FLOOR GARAGE PORCH 0 SLAB FLOOR 21 POST CAP C POST EASE 26 EAVE DETAIL PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE BY -col I a w a