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HomeMy WebLinkAboutB17-0705 055-350-035ja L111 i MINIMUM EROSION AND SEDIMENT CONTROLS WILDLAND-URBAN FIRE NOTES:Project Information: o0 FOR PROJECTS DISTURBING LESS THAN ONE ACRE LH Designs' 1) THIS PROJECT IS LOCATED INA WILDLAND-URBAN INTERFACE FIRE AREAAS DEFINED Project Description: Building Plans- Drafting - Design Consulting The BMP's (Best Management Practices) listed below mustbe in place during the rainy season SECTION 702A AND SHALL COMPLY WITH ALL THESECTIONS OFTHIS CHAPTER. Straw Rous Soled Waste Proposed New One Story three bedroom Residence of 2,140 SQ MO0 O(] Dumpster 1 (October 15 through April 15) and may be required at other tines based on weather and site conditions FT Living Space . Residence also contains a two cargaragewith �° �O 530 891-1889 ©� �� 2 CONTACT CALIFORNIADEPARTMENT OF FORESTRY FOR POSSIBLE REQUIREMENTS OF 9 P throughout the year. The BMP's listed are minimum requirements and additional BM P's could be ) � � � U�® g requ red based on site cwnditio ns. FIRE SPRINKLERS INSTALLED IN THE PROPOSED STRUCTURE BEING BUILT. CALL CAL-FIRE. A mechanical room area.A proposed relocation of the septic tank is r l0 SEPARATE PERMIT WILL BE REQUIRED FOR THE FI RE SPRI NKLERS. also in du ded. Please see site plan on this sh eet for information on 16 Patches Drive ChICO,CA 9592$ septic tank (By Others). See Plans for all other information. 1 Porta-Potty Stabilized entry Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep over 3) ALL VENTS MUST BE BY LOCAL OR STATE FIRE MARSHAL. - 1` �Q Paint and * con structio n g rade fa brit. Main Residence- Concrete 4)EXTERIORWINDOWS, GLAZEDDOORSAND GLAZEDOPENINGS WITHIN EXTERIOR DOORS Number Of Stories: (1) Client Address: �, • Vthsh Out All soilstracked onto paved roadways must be cleaned up on a daily bass. Whenstroets SHALLBE INSULATED GLASS WITHA MINIMUM OF ONE PANE TEMPERED, 1 * arewetordurigg a rain eventthere shallbe no tracking of soils onto the street. OR HAVE AFIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED Fire Sprinklers: Yes Under Separate Permit (By Others) i • ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIREMENTS Year Built: WA E CIN // * Wattles installed properly behind curb orsidewalks. - OF SFM I2-7A-2 Occupancy Class: R-3/U o trawRollsBuilding Use: Residence *Rack bags (minimum 2 per side)atall drain inlet locations within 150' ofthe project site. 5) EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH SECTION 704A.3.2.3. t �� Coveran bare o `�` ,�' ,- Y *Internal finers paced inside each drain inlet 6)FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER RATE PERMIT Code Anal sis 2016 C.P.C., 2016 C.M.C. See M1.0 Z; Soils with Straw (BYOTHERS). Y _ \ j and Barley(TYP.j 2016 C.G.C. See G. N. rn i * Trash bars across the back of all drain inlets. Aplieable Codes 2016 C.R.C. See G.N. r� _ -- — �7 • � Q! O Sta bilize all disturbed soils in the frontyard areas within 15'ofthe ba ck of curb or sidewalk 2016 C.E.C. See Sheet E1.0 gf71 *(Straworerosionblankets maybe used for this application) . ENERGY REQUIREMENTS "Special Feature" 2016 California Energy Code LStiaw Rolls '� ' , ' Stabilize all sbpeswhere erosioncould occur and cause sit run o8. (Straw, visqueen or See T-24 Report & too srawRols pe i erosion b�nketsmay leused for this application). 1.(Radiant Barrier) and HERS Verification(DuctTesting)isrequired pertheCalifornia Sheet CF-1R s�- Energy Commission, Certificate of Compliance, form CF-1R. ( BY OTHERS) ^^,, O^ All paint, fuel, construction products etc. shall be stored in a covered location away from Construction Type: V-B W sidewalks and storm drain inlets: 2 Air retarding wrap and radiant barrier to be installed as noted on the Title 24 Energy °ha ; a^fir Calculations. (See plans for required locations of installation.) SQ. FT. FIGURES , re 1` �'sa 49 Power f Straw Pots Portable chemical toilets if provided on the site must be kept off of streets and sidewalks and Uving Area 2tao Sq Ft y0 `t Meter ; * at bast 50' from the nearest storm drain beet. a .Project will require compliance with California Senate Bill 407 for the instal lation of -1--+ fb� 11 Witter-WnSONIn tiXtUreS Garage 599 S4 FI All trash must be collected and stored properly. Do. not let items such as drywall mud boxes, g Patio an Sq Ft I-�"'1 --------------- * paint buckets, cleaning material containers etc. come in contactwith any minfat or storm water runoff. Total Area 3,146 Sq Ft t'!/ Power - dtf r' v^+I •� ' Main Providea designated area for concrete washout. Hay bales lined with v'squeen maybeused for - * this application. Rollaway bins may also be used. All concrete washout systems shall be placed. `j'(g) AND A&S E3 �•{�AT�/ E �y Wf sff 0 off of the paved streets. JCf• U) 9e` 9 T se STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION AND SURFACE DRAINAGE J� AND REVIEW PRIOR TO ISSUANCE. REFERTO 2013 CGBSC SECTIONS 4.106 SITE DEVELOPME Nr. FLAN TO BE SITE/LOT SPECIFIC. A PLAN SHALL BE SUBMITTED WITH EACH PERMITAPPLICATION - L L EICOI�L� O Job Site Location: �I Erosion Vontrol Plan CALIFORNIA ANDFIRE PRO E FORESTRY AND FIRE PROTECTION SRA FIRE SAFE REGULATIONS Scale: Not TO Scale 1273.06. Roadway Turnouts Turnouts shall be a m inim um of twelve (12) feet wide and th irty (30) feet long with a minimum twenty-five (25) foot taper on each an d. }i 450' C: CD 812.59' M 31'CSEra' MN. 0 gT BACK C) 1 Q 2C)31.69 to V co ��- 11Y Building Set Back Line rqj 10' Building Set Back Line ' U Proposed Prop" / - � U*) ) ll Ta* ie MN CLR - at`� LO 10 Building Set Back n / MN On\ �Yope fly CO � � � l/J 9� Goa (6 Q� Al l weather driveway _ - C _ Note: Existing Septic Tank is being Wt. Grade s°o %% f and tun r around to be RV Dump / \rGa(\y Q relocated 48' closer to the road. This sev �Q so 3,o^` capabieotsupporting Tank - NaC(\ L0 ('10 is to accommodate a future pool. (By Others) oP a40,0001b rig d In try° • z db (Byothers) ' co `\ 9 '4- `IO ltvo' a a h`y's/ Tie Line p� Q 5 -(,aLine \ i Existing Septic Tank & Leach Line l III II I (By Others) °k 2f^' Po BUTTE COUNTY h4in 76. i BUILDING DIVISION Project Information: 1 APPROVED 11 a rg ROVE1� Drafting By; JL 8.S lJob Name: Trombley Ili I 9 CNN, Q F� F� II it I 73 0 Job #:1704 cu I O �� N I I PV- ,,,,f1!';5'rs"s'ED Date: 2/8/17 Date: 5/16/17 F / O m \ r m II lIl I ^ee I-OR CODE CC 11PLP�NCE Rev#: 00 I M easement- r i'r ..ila''N Ci 92,017Authorization By: ErE I Sgnatve only by: i N / TRR i"011. / SSOCIATFS Jason Liebgott 1273.10. Driveways 6Wect (a)All driveways shall be constructed to provide a f R minimum of one (1) ten (10) foot traffic Ianeand //f - - fou rtee❑ 14 feet u n obstr ucted horizo ntaI clear ante ALLIDEAS, DESIGNSAI�b PLANS REPRESENTED BY / - ( ) THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH - _ - and unobstructed vertical Clearance of fifteen (15) DESIGNS ANtI SH4LLNOT BE REPRODUCED WITHOUT / feet. PRIORwRITTEN PERMISSION. ANY UNAUTHORIZED REUSEOF THIS DRAWING SHEETOTHERTHAN FOR ILE PROJECTAND LOCATION SHOWN IS PROHIBITED. / Sheet Title: i 10' Building Set Back Une 10' Building Set Back Line i Cover 604.54' (3345 Hamlin Canyon Court) sheet V71-1-/h'-7.7J05 Proposed Site Plan FV /i Sheet Number: [(j BUTTE SQ. FT. FIGURES Scale: 1" = 50' COUNTY Living Area 2140 Sq Ft ,1 77 Garage 539 Sq Ft a MAY t _ Patio 417 Sq Ft riv rk ''.. 201/ Total Area 3,146 Sq Ft �+a• DEVELQf ..MENT 13 o SERVf('ES www.LHdesignsHomes.com �� v3,✓ C,;-�� -T 1 R1h1f T,'T_11T rn a) 0 on C L51 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time; 10:43, Mon, Apr 10, 2017 Calculation Description: Title 24 Analysis Input File Name: 640817-Trombley (LH).obdI Gx CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFJR-PRF-01 Project Name: Residential Building Calculation Date/Time: 10:43, Mon, Apr 10, 2017 Page lof8 Calculation Description: Title 24 Analysis Input File Name: 040917-Trombley (LH).ribd15x GENERAL INFORMATION Energy Design Rating (EDR) is an alternate way to express the energy performance of a buildingusing a scoring system where 100 represents the energy performance of the Residential ENERGY USE SUMMARY 01 Project Name Residential Building I L �I 05 02 Calculation Description Title 24 Analysis 08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFJR-PRF-01 Project Name: Residential Building Calculation Date/Time: 10:43, Mon, Apr 10, 2017 Page lof8 Calculation Description: Title 24 Analysis Input File Name: 040917-Trombley (LH).ribd15x GENERAL INFORMATION Energy Design Rating (EDR) is an alternate way to express the energy performance of a buildingusing a scoring system where 100 represents the energy performance of the Residential ENERGY USE SUMMARY 01 Project Name Residential Building 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDVtft2-yr) 03 Project Location 3345 Hamlin Canyon Ct Compliance Margin Percent improvement - 04 City Paradise 05 Standards Version Compliance 2017 06 Zip Code 95969 07 Compliance Manager Version SEMCmpMgr 20162.1 (695) 08 Climate Zone CZ11 09 Software Version EnergyPro 7.'1 10 Building Type Single Family 11 Front Orientation (degfCsrdinai) 90 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cord. Floor Area (ft2) 2140 15 Number of Zones 1 16 Slab Area (ft2) 2140 17 Number of Stories 1. 18 Addition Cond-Floor Area life 19 Natural Gas Available No 20 Addition Slab Area iti an 21 Glazing Percentage {°k) 15.1% Project Name Conditioned Floor Area (11:21 Units Number of Bedrooms COMPLIANCE RESULTS - Cooling Systems Heating Systems 01 Building Complies with Computer Performance i 3 02 ' " """ "'HERSate 'un a `the supervision of a CECa roved HERS provider. This building incorporates featuresthat require freld tdsit I",i ndloryerfficdtrbn by Icertdlad r r tl r p pp 03 This building incorporates onepr rtapra Spe ialfeatur s'b it baI` 1 Li +er,�,T v' .ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a buildingusing a scoring system where 100 represents the energy performance of the Residential ENERGY USE SUMMARY that combines high levels of energy efficiency with renewable generation to"zero out" its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), R is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under 04 05 06 07 08 Energy Use (kTDVtft2-yr) Standard Design Proposed Design Compliance Margin Percent improvement - Space Heating 4473 37.55 7.18 16.19:° Space Coaling 31.78 36-89 -5.11 -36.1% tAQ Ventilation '1.15 115 000 (10% Water Heating: 15.95 15.57 038 2.4% Photovoltaic Offset -- 0.00 6.00 --- Compliance Energy Total 93.61 91.16 2.45 26% .ENERGY DESIGN RATING Energy Design Rating (EDR) is an alternate way to express the energy performance of a buildingusing a scoring system where 100 represents the energy performance of the Residential Energy Services (RESNET) reference home characterization of the 2006 International Energy Conservation Code (IECCj. A score of zero represents the energy performance of a building that combines high levels of energy efficiency with renewable generation to"zero out" its TDV energy. Because EDR includes consideration of components not regulated by Title 24, Part 6 (such as domestic appliances and consumer electronics), R is not used to show compliance with Part 6 but may instead be used by local jurisdictions pursuing local ordinances under Title 24, Part 11(CALGreen). As a Standard Design building under the 2016 Building Energy Efficiency Standards is significantly more efficient than the baseline EDR building, the EDR of the Standard Design building is provided for Information. Similarly the EDR score of the Proposed Design is provided separately from the EDR value of Installed PV so that the effects of efficiency and renewable energy can both be seen EDR of Standard Design EDR of Proposed Design EDR Value of Proposed PV Final EDR of Proposed Design 49.0 146.8 0.0 46.8 ❑ Design meets Tier t requirement of 15% or greater code compliance margin (CALGreen A4.203.1.2.1) and Oil verification prerequisite. ❑ Design meets Tier 2 requirement of 30% or greater code compliance margin(CALGreen A4.203.1.2.2) and Oil verification prerequisite.. ❑ Design meets Zero Net Energy (ZNE),Des Igo Designation requirement for Single Family in climate zone CZ11 (Red Bluff) (CALGreen A4.203.1.2.3) including onsite photovoltaic(PV) renewable energy generation sufficient to achieve a Final Energy Design Rating (EDR) of zero or less. The PV System must be verified. Required REQUIRED SPECIAL FEATURES ThInse followingare akmust be Insulted ascondition for meeting the modeled en&(gy peJS�arnip{+5e fol fn3s co0rPuter angIysrc titian belowarouresaF d HERS FEATURE SUMMARY 4ra1 i, ,: t.::;;., r`.., iii, fl!T,�,+:., ,Lat:l1 r�[ Ili ..n.. f} "" a ,.:,:,,e;i The followingis a sum of the features that must be fi venfied : a fiediH€R5 Fater eslacon'didon:fofmeenn g the " "eled:e e r": rformance for this computer analysis- Additional detail is n :nary t1Y 9 n#Ri rgY,Pe P Y provided in the building components tables= '; t ., ''•°''t+ - s'." .,,,, :. Building -level Verifications: • High quality insulation installation (011) • IAQ mechanical ventilation Cooling System Verifications: • Minimum Airflow • Verified EER • Fan Efficacy WattsiCFM HVAC Distribution System Verifications: Duct Sealing Domestic Hot Water System Verifications: _None 3 BUILDING - FEATURES INFORMATION 01 1 02 03 04 06 06 07. Phone: Coining, GA 96021 Number of Dwelling I Number of Ventilation Number of Water Project Name Conditioned Floor Area (11:21 Units Number of Bedrooms Number of Zones Cooling Systems Heating Systems Residential Building 2140 1 3 1 0 1 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Datefiime: 10:43; Mon, Apr 10, 2017 Page 4 of 8 project Name: Residential Building Calculation DateRime: 10:43, Mon, Apr 10, 2017 Calculation Description: Title 24 Analysts Input File Name: 040917-Trombley (LH).ribdl6x Calculation Description: Title 24 Analysis Input File Name: 040917-Trombley (LH).ribd16x FENESTRATION! GLAZING OS 02 03 04 05 06 07 08 09 10 Height Area Name Type Surface (Orientation-Azimuth)Width (ft) (ft) Multiplier (ftz} U -factor SHGC Exterior Shading Window Window Front Wail (Frail -90) - - 1 13.5 0.30 6.23 Insect Screen (default) Window 2 Window Left Will (r eft -18t7) - -- 1 49A 0.30 023 Insect Screen {default) tia,'intlow 3 Window Rear Wall (Back -274) - --- 1 163.0 0.30 0.23 Insect Screen (default} Window4 Window Right Wall(Right-0) --- --- 1 97.0 034 023 Insect Screen (default) OPAQUE DOORS 01 02 03 04 Name Side of Building Area (a2) U -factor Door Front Will 28.0 0.50 Door Left Wall 1129 0,18 OPAQUE SURFACE CONSTRUCTIONS Ot 02 03x,: v1 _ ('* °r it44g4 if aS l;. OS 07 :Total Cavri}j' ;tenter Design Construction Name Surface Type „ Cemstrucf(pn Type °' is , .Ftammg _ �.-value ° h:U-val4e Assembly Layers t 'i. ',,. ,:' '' „.: , :..:. 1' t" ti r"''• •Inside Finish: Gypsum Board '4h. G2Ylt}/!F/atne: n6 rnStlt.12X4 J RXWallWali 2x6 Exterior Wails Wood Framed Wall 2x4 @'t6 iR O.C. none 0.301 •Exterior Finish: 3 Coal Sfercca Ceilings (below insists Finish: Gypsies Board R-0 Roof Attic arid) Wood Framed Ceiling 2x4 @ 24 in. O.C. none 0 A81 OavifylFrarne: no insuf.12x4 • OawfylFrarna: no rnsul72x4Top Chid - Poor Dock. Wood Sidinpsheathirrgldecking 2x4 Top Chord of Roof Truss CeZ 24 ^Tile Gap: present Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling in. O.C. rmne 6.412 • Fooling : Light Roo/(hyetat Tile) ^ Under Roof Jaists: R-O.Q insrd - CavitylFrama. R -13.0!2x4 Top Curd Roof Dock. Woad:idfn9lsheaflaingldeaMng 2x4 Top Chard of Root Truss Cat 24 Trfe Gap: present Attic RoofZone 1 Attic Roofs Wood Formed Ceiling in. O.C. R 13 0.073 - Roofing- Light Raaf (hfetaf 7de,! • inside Finish' Gypsum Board • CavitylFrarrre R -21 12X6 R-21 Wall Wood Exterior Walls Wood Frahnad Waif 2a8 @'i6 in. CLC. R 21 0.000 Exterior Finish. 3 Coat Stucco • Inside. Finish: Gypsum Board Ceilings (below • CavitylFratna. R -14.312x6 R-38HIP Attic Option B attic) Wood Framed Ceiling 2x6@24 in OC. R38 0.025 •Over Ceiling Joists- Registration Number. 2e7-eo1ot15a2aA-naO-oouw000aoa000e Registration Datefiime: zary.oa-to 10s1:27 CA Building Energy Efficiency Standards -2016 Residential Compliance Repan Version -CF1R-03032017-f95 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation DateRime: 10:43, Mon, Apr 10, 2017 Calculation Description: Title 24 Analysts Input File Name: 444917-Trombley (LH}.dbd1 SFam IAOVen[Rpt 51 0.25 Default 0 Required RoatZone 1 Ventilated 3 0.1 6.85 Yes No icense:221&9 Samson Ave NIA CiiylStatefZip: Phone: Coining, GA 96021 530-321-7242 1 CntdFurnace 1 94 AFUE fied Fan Watt Draw Required. Fan Efficiency (VdattsJCFM) HVAC Fan 1 -hers -tan Required. 0.58 R-23.7 insuf. 6x IAD (Indoor Air Quality) FANS 01 02 03 04 IAO Recovery Dwelling Unit IAQ CFM [AD WattslCFM 1A4 Fan Type Effectiveness{%} HERS Verification HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 OS Efficiency Name System Type Number of Units EER SEER Zonally Controlled Compressor Type HERS Verification Gaoling Component Gaoling Component 1 SplitAirCond 1 12 14 Not Zonal Single Speed 1 -hers -coat HVAC COOLING -HERS VERIFICATION 01 02 03 Od : 05 05 - Verified Refrigerant .Noma Verified Airflow Airflow Target Verified EER Verified SEER Charge Cooling Component 1 -hers -cool Required 350 Required Not Required Not Required HVAC -DISTRIBUTION SYSTEMS Ot 02' a. 03 04 05 00 07 Noma Type Duct Leakage insulation R -value Duct Location. Bypass Duct HERS Verification x Air Distribution System Air Distribution System'! .DuckAtttc Alit. Sealedand tested ,,.;t .v,: S„s. � Artie None -n° ' ' .y 1-hersxiisi HVAC DISTRIBUTION -Rifts VERIFICATION 01 OZ 04 0¢ _.... ...... OB 07 08 Duct Laakage`I. `Ductieakage� " Verified Duct' VeYifie�i Duct' Buried Deeply Buried Low -leakage Name Verification Target (%) Location Design Ducts: Ducts Air Handler Air Distribution System 9 -hers -dist P.equired 50 Not Required Nut Required Not Required Not Required -- HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (N1aUs(GFhi) HERS Venfica0on HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -tan HVAC FAN SYSTEMS -HERS VERIFICATION 01 02 03 Name Veri SFam IAOVen[Rpt 51 0.25 Default 0 Required RoatZone 1 Ventilated 3 0.1 6.85 Yes No icense:221&9 Samson Ave NIA CiiylStatefZip: Phone: Coining, GA 96021 530-321-7242 1 CntdFurnace 1 94 AFUE bdl6x g5 as CP1 R-PRFA1 Page 2 of 8 CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Dateir(me: 10:43, Mon, Apr 10, 2017 Calculation Description: Title 24 Analysis Input File Name: 040817-Teomtrley (LH).ribd1 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. l certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Sgnahrre: c.✓�%n,o��i:<rnrtrau Max Ramirez Company: Signature Date: Golden Sun Designs 2017-04-10 10:51:27 Address:. CEA/HERS Certification Identification (If applicable): 221$9 Samson Ave NIA Ci#ylSb�terZiP: Phone: coming, CA 96021 530321-7242 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury under the taws of the Slate of California I Lam eligible under Division 3 of the Busnnasspnd Professions Cade to accept responsibility for the building design identified on this Certificate of Compliance 2. l certify Shat the anergy features and pertorm0nce specifications identified an this Certificate of Compliance conform to the requirements of Title 24, Pan 1 and Part 6 of the California Cade of Regr)iations. 3_ The building design features or sysfenn design features identified oathis Canificate of Compliance are consisfem with the information provided an other applicable compliance documents, worksneefs, calculations, pietas and specifications suhmitted fp;ple antoecpment ac�egcy.for apprava(w1i11;inrs building permit appllca5on. Responsible Designer Name: v `- Re,§Pon�ihle DasrcTner Sigikaturel' .r p.:!„=" / Max Ramirez �II3 br'j 4r L AL'S#D1 Z t.i }t.tlp Company b Date Signed Golden Sun Designs 2017-0'4-10 10.51:27 Address:. License- 22189 SFam IAOVen[Rpt 51 0.25 Default 0 Required Cf1R-PRF'-01 Page 8 of 8 HERS Provider CaICERTS inc. Report Generated at 2G`17-04-10 10A498 CF1R-PRF-41 .CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 7 of 8 Project Name: Residential Building Calculation Date/Time: 14:43, Man, Ape 10, 2017 Calculation Description: Title 24 Analysis Input File Names 040917-Trombley (LH).ri BUTTE COUNTY B®UIpLDIiVGnDIVISION APPROVED irE6�'. FOR f„a^,tDF C0vq L rJRB AND ASS0CjPtTE0 RoatZone 1 Ventilated 3 0.1 6.85 Yes No icense:221&9 Samson Ave NIA CiiylStatefZip: Phone: Coining, GA 96021 530-321-7242 CF1R-PRF-01 Page 3 of 8 ZONE INFORMATION 01 02 03 04 05 08 07 Zona Flair Area AVg, Gaiting Zona Name Zane Type HVAC System Mame (ft2} Height Water Heating System 1 water Heating System 2 Zane 1 Conditioned HVAC Systeml 2146 10 DHw Sys 1 OPAQUE SURFACES ' 01 02 03 04 05 OG 07 08 Name Zone Construction Azimuth Orientation Grass Area (if2) Window& Door Area (ft2) Tilt (deg) Front Mail Zone 1 R-21 4^tail Wand 96 Front 643-8 41.5 90 Left Wal! Zane 1 R-21 Wail Nlaad 180 Leff 400 49 90 Rear Wag Zone1 R-21 Wail Woad 270 Back .784 '163 g0 Right Wali zone 1 R-21 Wan Woad 0 Right 480 97 00 Roof Zone 1 R-38 HP Attic Option B 2140 Front Wall 2 .: '.'.. Garage R-0 Wali 2x6 90 Front 236 U 90 _ Lof0 90 t 326 112 9D Left Wan 2 Garage RIA Wan;2x6 , „F as Rear Wa31'..2 Dara' 2 _... .3. ... R-ti3 Wal . X6 .... .:2Z0. .. .Sadk ,., 938 - 9 ,tit (.� I Right Wall 2 '6r3rai}u Ii, _.... .... . 1 ,?I,. ` R t)�`ry0ll,2�6 ,ti s;:, 'Rig # 246 U 9D Root 2 Ga)� R-,? Raat Attic, 6x � 0 LH ®esigns0 'Building Plans -Drafting -Design Consulting oIF] a UU (530) 891-1889 �co co ATTIC 01 02 03 04 06 Ofi 07 08 Name Construction Typo Roof Rise Roof Reflectance Roof Emttance Radiant Barrier Coot Roof Attic -Gamge- Attic Garage Roof Cons Ventilated 3 O.S 0.85 No Na ..Attic. Zane 1 Attic RoatZone 1 Ventilated 3 0.1 6.85 Yes No CF1R-PRF-09 .CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Page 3 of 8 Project Name: Residential Building Calculation Date/Time: 10:43, Mon, Apr 14, 2017 Calculation Description: Title 24 RoatZone 1 Ventilated 3 0.1 6.85 Yes No CF1 R-P}2FA7 Page 5 of 8 SLAB FLOORS 01 02 03 04 05 i16 07 Name Zane Area (ft2) Perimeter {ft} Edge Insul. R -value &Depth Carpeted Fraction Heated Slab Zone 1 2140 230.3 None 0.8 Na Slab 2 Garage_ 589 883 None 0 No BUILDING ENVELOPE -HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Dti) Duality Installation of Spray Foam Insulation Building Envelope Air leakage. CFM50 Required Not Required Not Required -- WATER HEATING SYSTEMS 02 63 04 OS 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (°f } DHW Sys 1 pNw Standard CHID Heater 1 (1) - T .D°ti WATER HEATERS 01 02 03 o4l, 65 07 it 08 "n'% ., at.'f!09 10 91 [`Is:. Tank `+ ry'IEner Tank lnsulatrbn ill Tank. Location or Heater Numher Volume` Factor ar ` �� Input 'Ti`R-value Standby Loss -Ambient Noma Element Typa'-Tank Type 3 'of Units.: ' (gal}- ".Efficiency 'RatinglPildt� -+{InVEzt) ' ':ReciaVery Eff NEER Heat Pump Type Condition DHW Heater 1 Gas 1 uta 6.84 EF 199006 8tufir .. nta _. Na lila Na Small Instantaneous SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC Systeml Other Heating and Cooling Hearing Component 1 Cooling Component HVAC Fan 1 Air Distribution System 1 System HVAC -HEATING UNIT TYPES 01 02 03 04 Name System Type : Number of Units Efficiency Heating Component Analysis Input File Name: 040917-Trombley (LH).ribdl6x R,@�iti:.l- J�e to J f.krli 16 Patches Drive Chico,CA95928 Client Address: W V i Q (y) W VJ e� TZ N� •L � W O O � � U E � U O Job Site Location: to 0 M � Ln O � T to E 05 M � V�J "' U U Q LO L VMaco _\'J Project Information: Drafting By: JL Job Name: Trombley Q ' Job #:1704 1 Date: 2/8/17 Date: 5/16/17. Rev #: 00 Authorization By: Signature only by: Jason Liebgott r� ALL IDEAS, Dt,SIONSAAD PLANS REPRESENTED BY THIS DRAWII•IG ARETHE EXCLUSIVE PROPERTY OF LH DESIGNS ANDSHALL NOT BE REPRODUCED WITHOUT PRIOR MITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHBITED, Sheet Title: T-24 Report CF -R1 Form Sheet Number: CFIIIIIIIIIII,1 wwW.LHdesignsHomes.com fied Fan Watt Draw Required. Fan Efficiency (VdattsJCFM) HVAC Fan 1 -hers -tan Required. 0.58 R,@�iti:.l- J�e to J f.krli 16 Patches Drive Chico,CA95928 Client Address: W V i Q (y) W VJ e� TZ N� •L � W O O � � U E � U O Job Site Location: to 0 M � Ln O � T to E 05 M � V�J "' U U Q LO L VMaco _\'J Project Information: Drafting By: JL Job Name: Trombley Q ' Job #:1704 1 Date: 2/8/17 Date: 5/16/17. Rev #: 00 Authorization By: Signature only by: Jason Liebgott r� ALL IDEAS, Dt,SIONSAAD PLANS REPRESENTED BY THIS DRAWII•IG ARETHE EXCLUSIVE PROPERTY OF LH DESIGNS ANDSHALL NOT BE REPRODUCED WITHOUT PRIOR MITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHBITED, Sheet Title: T-24 Report CF -R1 Form Sheet Number: CFIIIIIIIIIII,1 wwW.LHdesignsHomes.com I 0 N N E 0 c rn 0 v; N E W C: m 148 6' 14 35' 13' 10' a 2' 15,_6„ 15,-6„ 2' 12_3„ N ---- ----- --- ---- --- - ----- ---- --- ---- - O - ----------------------------------------- ---- ----- --- ----- -- ---- - ----------------------------- 39 112" --- ---- ---- ---- 39.112" 12' 2 1/2„ UbLbliding Iemp. 11' Ceiling 11' Ceiling 3 ° Patio - Patio ' U) 6 ® Q m Area Area 14' m rn Slidin Tem . - r> K 5' Sliding Temp. ❑ S g p 16 912 a s' `? 8-6 Irn 5® 0 0 N 2 O OI 6 N Q E 9'Ceiing - Jenne. Temp. emp. 'DMaster In 5 ff!512" 9 Bedroom #1. Fv S. Hung S. Hung - Bedroom Ni' -6" v 10' Ceding - !� o 8'-9 112" WILDLAND-URBAN FIRE NOTES: 1) THIS PROJECT IS LOCATED IN A WILDLAND-URBAN INTERFACE FIREAREAAS DEFINED SECTION 702A AND SHALL COMPLY WITH ALLTHESECTIONSOFTHIS CHAPTER. 2) CONTACT CALIFORNIA DEPARTMENT OF FORESTRY FOR POSSIBLE REQUIREMENTS OF —FIRE SPRINKLERS INSTALLED IN THE PROPOSED STRUCTURE BEING BUILT. CALLCAL-FIRE. A SEPARATE PERMIT WILL BE REQUIRED FOR THE FIRE SPRINKLERS. 3) ALL VENTS MUST BE 'BY LOCAL OR STATE FIRE MARSHAL. 4) EXTERIOR WINDOWS, GLAZED DOORS AND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALLBE INSULATED GLASS WITH AMINIMUM OF ONE PANE TEMPERED, OR HAVEA FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 5) EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH SECTION 704A.3.2.3. 6) FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER A SEPARATE PERMIT (BY OT HERS). I DW ill S. Hung ih M m Temp. ,. 3-5 8 v Adjust 2,-9„ 2'-5 4'-7" 3'-101/2 10' Ceiling---Framing Per RE F. m Kitchen (Per Client) Area D z�„ N N z s„ D _ , ®9nQ®11 - L--------� Fixed Flxed r---------- D 5 Tem ®®® Te iv m S Hung v z; FETemp. tP 14 tq Temp L d N Banch Laundry ® ®I LI Room 1' W 10' Ceiling UO W Q_____ ECT3 m Porch 114' Slope psi,. I=mo o. JI ar Area ©s a W 6'-912" 6' 6'-6" 4'-5" 1' 1a ceiling 4 a j U U Mech O h 16'11" 10'Ceiing "' x r ------I WATER 1 I O i O HEATER F 10'-412"------a nDemand Use 1/2" Fire Rated Gyp. on Garage Wall and Ceding b ------------------- 3 c Q \ ---, ,I \ ,I x 1/8" Slope ------ ---- 0 � � I Garage s Area \. I 10' Ceiling CONSTRUCTION NOTES 1. For all pex installations, a completed "request to use pax water pipe" form must besubmitted and approved be the building officiaL 2. All exterior sill plates will be seated to meet energy efficiency standards2.4 residential manual. Caulking must be applied between the bottom plate and floor at exterior walls. 3. Windows insbeping rooms to have a maximum sill heighy of 44", and have an opening of20" Wide x 24" high minimum. 4. Windows within 24" of a swinging door, or 24" offbor, are to be tempered, laminated of wire glass. 5. Shower doors or windows in showers or tub/showers shall be tempered or laminated safety glass. 6. Windows to be double glazed low'E' type. 7.. Window model,type,style, finish and make to be approved by owner. 8. Window sills to be lower then 24" except office (30') to be tempered, laminated ofwire glass. 9. Glass in windows within 24" ofthe latch side of the door to be tempered or laminated glass. 10. Glass in door units or transomd to be tempered, laminated or Wire glass. 11 . Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less thanthe door served. Every landing shall have a minimum dimension of 36 inches (914 mm) m. 12. Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11 /2 inches (38 mm) lower than the top of the threshold. Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. 13. A 10 mil (0.006 inch; 152 mm) polyethylene or approved vapor retarder with joints lapped not less than 6 inches (152 mm) Shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course exists. 14. High windows in toilets and laundry to be 12" from ceiling at head. 1 I \\ I 1/8!' Slope I -----------� DBLSIiding Temp. Sub Panel tO Gas Main ro - RTH n automatic fire sprinkler system shall be installed in accordance with Section R313 of the 2013 C.R.C." T-6" 15'6" (Fire Sprinkler Plans By Others) CONSTRUCTION SCHEDULE KEY: DESCRIPTION: .Living Area 2,140 Sq Ft 2200" W ELECTRICAL SMTCHAND LIGHT. M R807.1 Attic access. Patio 417SgFt Build ingswith combustible- ceiI ing or roof construction shall have an attic access Total Area 3,146 Sq Ft open ing to attic areas that exceed 30 square feet (2.8 m2) and have a vertical he ig ht of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members tothe underside of the roof framing members. R307.2 Bathroom Soacing Ba thiub and shower floors and walls above bathtubs with installed shower heads and Bathtub an O. 2 in the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces shall extend to the height of no less than 6 feet (1829 mm) above the floor. Water Heater wall mounted. OOn-Demand (See T-24 report and Sheet CF -1 R for more info.) door shall be equipped with sold wood doors not less than 13/8 inches (35 mm) OGarage in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 204ninute fre-rated doors. Doors shall be self-closing and self -latching. O909.0 Special Venting for Island Fixtures. 909.1 General Trapsfor Bland sinks and similar equipment shall be roughed in above the floorand shad be permuted to be ve riled by extendingthe ventas high as possible butnotless than the drainboard heght and then returning lidownward and. connecting d tothe horizontal sink drain immediately downstream fromthe vertical fixture drain. The return ventshallbe connected to the horizontal drain through a wye-branch fitting andshall,in addition, be provided With afoot venttaken off the vertical fixture vent by means of a wye branch immediate ly below the floorand extending to the nearest partition and then through the roof to th e o pen ai r, o r sh all be permitted to be connected to other vents of a point not less than 6 riches (152 mm) above the flood -level rim of the fixtures served. Drainage fittings shall be used on the vent below the floor level, and a slope of not less than 1/4 inch perfoot (20.8mmdm) backto the drain be maintianed. The return bend used under the drainb oa rd shall be a one piece fitting or an assembly of a 45degree (0.79 rad), a 90 degree(1.57rad), and a 45 degree (0.79 rad)elbow in the order named. Ppe sizing shall be as elsewhere required in this code.Theisland sinkdrain, upstream of the returned vent, shall serve no other fixtures. An accessble cleanout shat be installed In the vencal portion of the. foot vent SII Note: All exterior sills plates will be sealed to meet energy efficiency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. Bar 0 Area ° Master 4'-312" AA O 11' Ceiling 11'.Ceaing 5 > Bathroom m Closet v' Dining LV 56„ 3_11„ 65. 10'Ceaing oO. mp Area Room C N ®2' IV O W b.ung Temp. r ----I I I r I 9' Ceding - C 1 M 7 r`v CO— N ZO 1Q (Framing Per Insert FP Size B Others ( 9 Y ) aZ_6, s-8' i O i Hell Gas Insert Fireplace to be direct -vented and D Q I r I I I , to have doors and outside combustion air. 1 nsa per anufacturer pecifications.6"Step O Dow No dshwasher machine Walk ln Bench 1 6" StepDown with 11" RUN shall be directly connected ig 4 CIOSet Va b a draina e s stem or 9 Y 0 bod disposer without the �,o� - o 10'Ceiling D - 9' Ceiling ro use of an approved air a discharge 0e 10'-4" Bedroom #2 fitting on the side v of the dshwashing machine. v 6" Step Down ae6 ice Temup9 i- O 00 j O O 6" Step Down with 11" RUN f1 3,-5„ g rz J 6'-11„82�,. N -e" 5 ° 0 O I. I -I 3'7112" 2'-8" 10'Ceiling Entry m rn g s® 8'-9 112" WILDLAND-URBAN FIRE NOTES: 1) THIS PROJECT IS LOCATED IN A WILDLAND-URBAN INTERFACE FIREAREAAS DEFINED SECTION 702A AND SHALL COMPLY WITH ALLTHESECTIONSOFTHIS CHAPTER. 2) CONTACT CALIFORNIA DEPARTMENT OF FORESTRY FOR POSSIBLE REQUIREMENTS OF —FIRE SPRINKLERS INSTALLED IN THE PROPOSED STRUCTURE BEING BUILT. CALLCAL-FIRE. A SEPARATE PERMIT WILL BE REQUIRED FOR THE FIRE SPRINKLERS. 3) ALL VENTS MUST BE 'BY LOCAL OR STATE FIRE MARSHAL. 4) EXTERIOR WINDOWS, GLAZED DOORS AND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALLBE INSULATED GLASS WITH AMINIMUM OF ONE PANE TEMPERED, OR HAVEA FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 5) EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH SECTION 704A.3.2.3. 6) FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER A SEPARATE PERMIT (BY OT HERS). I DW ill S. Hung ih M m Temp. ,. 3-5 8 v Adjust 2,-9„ 2'-5 4'-7" 3'-101/2 10' Ceiling---Framing Per RE F. m Kitchen (Per Client) Area D z�„ N N z s„ D _ , ®9nQ®11 - L--------� Fixed Flxed r---------- D 5 Tem ®®® Te iv m S Hung v z; FETemp. tP 14 tq Temp L d N Banch Laundry ® ®I LI Room 1' W 10' Ceiling UO W Q_____ ECT3 m Porch 114' Slope psi,. I=mo o. JI ar Area ©s a W 6'-912" 6' 6'-6" 4'-5" 1' 1a ceiling 4 a j U U Mech O h 16'11" 10'Ceiing "' x r ------I WATER 1 I O i O HEATER F 10'-412"------a nDemand Use 1/2" Fire Rated Gyp. on Garage Wall and Ceding b ------------------- 3 c Q \ ---, ,I \ ,I x 1/8" Slope ------ ---- 0 � � I Garage s Area \. I 10' Ceiling CONSTRUCTION NOTES 1. For all pex installations, a completed "request to use pax water pipe" form must besubmitted and approved be the building officiaL 2. All exterior sill plates will be seated to meet energy efficiency standards2.4 residential manual. Caulking must be applied between the bottom plate and floor at exterior walls. 3. Windows insbeping rooms to have a maximum sill heighy of 44", and have an opening of20" Wide x 24" high minimum. 4. Windows within 24" of a swinging door, or 24" offbor, are to be tempered, laminated of wire glass. 5. Shower doors or windows in showers or tub/showers shall be tempered or laminated safety glass. 6. Windows to be double glazed low'E' type. 7.. Window model,type,style, finish and make to be approved by owner. 8. Window sills to be lower then 24" except office (30') to be tempered, laminated ofwire glass. 9. Glass in windows within 24" ofthe latch side of the door to be tempered or laminated glass. 10. Glass in door units or transomd to be tempered, laminated or Wire glass. 11 . Floors and landings at exterior doors. There shall be a landing or floor on each side of each exterior door. The width of each landing shall not be less thanthe door served. Every landing shall have a minimum dimension of 36 inches (914 mm) m. 12. Floor elevations at the required egress doors. Landings or floors at the required egress door shall not be more than 11 /2 inches (38 mm) lower than the top of the threshold. Exception: The exterior landing or floor shall not be more than 73/4 inches (196 mm) below the top of the threshold provided the door does not swing over the landing or floor. 13. A 10 mil (0.006 inch; 152 mm) polyethylene or approved vapor retarder with joints lapped not less than 6 inches (152 mm) Shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course exists. 14. High windows in toilets and laundry to be 12" from ceiling at head. 1 I \\ I 1/8!' Slope I -----------� DBLSIiding Temp. Sub Panel tO Gas Main ro - RTH n automatic fire sprinkler system shall be installed in accordance with Section R313 of the 2013 C.R.C." T-6" 15'6" (Fire Sprinkler Plans By Others) CONSTRUCTION SCHEDULE KEY: DESCRIPTION: .Living Area 2,140 Sq Ft 2200" W ELECTRICAL SMTCHAND LIGHT. OATTICACCESS R807.1 Attic access. Patio 417SgFt Build ingswith combustible- ceiI ing or roof construction shall have an attic access Total Area 3,146 Sq Ft open ing to attic areas that exceed 30 square feet (2.8 m2) and have a vertical he ig ht of 30 inches (762 mm) or greater. The vertical height shall be measured from the top of the ceiling framing members tothe underside of the roof framing members. R307.2 Bathroom Soacing Ba thiub and shower floors and walls above bathtubs with installed shower heads and Bathtub an O. 2 in the shower compartments shall be finished with nonabsorbent surface. Such wall surfaces shall extend to the height of no less than 6 feet (1829 mm) above the floor. Water Heater wall mounted. OOn-Demand (See T-24 report and Sheet CF -1 R for more info.) door shall be equipped with sold wood doors not less than 13/8 inches (35 mm) OGarage in thickness, solid or honeycomb core steel doors not less than 13/8 inches (35 mm) thick, or 204ninute fre-rated doors. Doors shall be self-closing and self -latching. O909.0 Special Venting for Island Fixtures. 909.1 General Trapsfor Bland sinks and similar equipment shall be roughed in above the floorand shad be permuted to be ve riled by extendingthe ventas high as possible butnotless than the drainboard heght and then returning lidownward and. connecting d tothe horizontal sink drain immediately downstream fromthe vertical fixture drain. The return ventshallbe connected to the horizontal drain through a wye-branch fitting andshall,in addition, be provided With afoot venttaken off the vertical fixture vent by means of a wye branch immediate ly below the floorand extending to the nearest partition and then through the roof to th e o pen ai r, o r sh all be permitted to be connected to other vents of a point not less than 6 riches (152 mm) above the flood -level rim of the fixtures served. Drainage fittings shall be used on the vent below the floor level, and a slope of not less than 1/4 inch perfoot (20.8mmdm) backto the drain be maintianed. The return bend used under the drainb oa rd shall be a one piece fitting or an assembly of a 45degree (0.79 rad), a 90 degree(1.57rad), and a 45 degree (0.79 rad)elbow in the order named. Ppe sizing shall be as elsewhere required in this code.Theisland sinkdrain, upstream of the returned vent, shall serve no other fixtures. An accessble cleanout shat be installed In the vencal portion of the. foot vent SII Note: All exterior sills plates will be sealed to meet energy efficiency standard 2.4 residential manual. Caulking must be applied between the bottom plate and floor. Floor Layout Plan Scale 1/4'e 1'-0" SO. FT. FIGURES WALL FRAMING .Living Area 2,140 Sq Ft Key Description: Garage 599 SgFt Q (N) 2x4 Wall Patio 417SgFt ® (N)2x6Wall Total Area 3,146 Sq Ft BUTTE COUNTY BUILDING DIVISION APPROVED rr`°4 FOR CODE ;O AP LIANCE JUN 0'9 23V Client Address: CD M ^�+ (y) 0 M Li. O O (i) U � r,� v Job Site Location: U' `` 'V^J O^ L J r rn O M U Z E 05 _0 0- QLO M Nt= C� L.i. co co Project Information: Drafting By: JIL Job Name: Trombley Q Job #: 1704 Date: 2/8/17 Date: 5/16/17 Rev # 00 Authorization By: Signature only by: - Jason Liebgott ALL IDEAS DES IGNS AND PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNSAND SPALLNOTBE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHBITED. Sheet Title: Proposed Floor Plan Sheet Number: A I n 0 www. LHdesigns Homes.com ', 011 l'1" 11 WILDLAND-URBAN FIRE NOTES: 1) THIS PROJECT IS LOCATED INA WILDLAND-URBAN INTERFACE FIRE AREA AS DEFINED SECTION702A AND SHALL COMPLY WITH ALL THE SECTIONS OF THIS CHAPTER 2) CONTACT CALIFORNIA DEPARTMENT OF FORESTRY FOR POSSIBLE REQUIREMENTS OF FIRE SPRINKLERS INSTALLED IN THE PROPOSED STRUCTURE BEING BUILT. CALLCAL-FIRE, A SEPERATE PERMIT WILL BE REQUIRED FOR THE FIRE SPIN NKLERS. 3) ALLVENTS MUST BE BYLOCALOR STATE FIRE MARSHAL. 4) EXTERIOR WINDOWS, GLAZED DOORS AND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATED GLASS WITH AMINIMUM OF ONE PANE TEMPERED, OR HAVEA FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TOTHE PERFORMANCE REQUIREMENTS OFSFM 12-7A-2 5) EXTERIOR DOOR ASSEMBLIES SHALL COMPLY WITH SECTION 704A.3.2.3. 6) FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER ASEPARATE PERMIT (BY OTHERS): ATTIC VENTING REQUIREMENTS Use Cal Fee Rated Vents Seewww.guntemh g.com tor more info ATTIC AREA NET SQ. FT. OF GROSS SQ. FT. OF SQ. FEET VENT. REQUIRED VENT. REQUIRED ' Main Roof 2.260' / 300 = 7.54' / .7 = 10.77' Garage Roof560' / 300 = 1.86' / .7 = 2.66' Rear Pstio Roof 326' / 300 = 1.08' / .7 = 1.54' Main St nu cu ture and Entry Roof - 2,260 sq ft LP Dormer Vent 18" x 91, = 162 / 144 = 1.12' x. 3 = 3.12' Upper Count Eave Vent 9" x 64' = 576" / 144 = 4' x 1 = 4' Lower Count. Eave Vent 9" x 64' = 576" / 144 = 4' x 1 = 4' (9" Per T of Venting Min) (18" Per 1' of Venting Min) Garage Roof - 560 sq ft Ridge Vent 18" x 16 = 270" / 144 = 1.86 x 1 = 1.88' Lower Count. Eave Vent 9' x 16' = 144" / 144 = 1' x 1 = T (9" Per 1' of Venting Min) Rear Patio Roof - 326 sq ft. LP Dormer Vent 18" x 9" = 162" / 144 = 1.12' x 2 =. 1.24' Lower Count. Eave Vent 9" x 16' = 144" / 144 = 1' x 1 = T (9" Per 1' of Venting Min) Total area of venting required 14_99' Total area of venting provided 16.24' Attic Venting Notes 1) The total net free ventilating area shall not be less than 1/150 of the area of the space ventilated except that reduction of the total area to 1/300 is permitted provided that at least 50 percent and not more than 80 percent of the required ventilating area is provided by ventilators located in the upper portion of the space to be ventilated at least 3 feet (914mm) above the eave or cornice vents with the balance of the required ventilation provided by eave or cornice vents. 2) Enclosed attics and enclosed rafter spaces formed where ceilings are applied directly to the underside of roof rafters shall have cross ventilation for each separate space by ventilating openings protected against the entrance of rain or snow. Ventilation openings shall have a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. Ventilation openings having a dimension larger than 1/4 inch (6.4 mm) shall be provided with corrosion -resistant wire cloth screening, hardware cloth, or similar material with openings having a dimension of 1/16 inch (1.6 mm) minimum and 1/4 inch (6.4 mm) maximum. <9> 3) All eave Vents to be an approved eave vent that resist the intrusion of flame and burning 19'-0" Roof Main Peakembers. Per 2013 CBC Section R327.6.3 Exception#1. --------------------------------- (Recomend"Vulcan Vents" or tested equivalent) --- 18,-0„ Entry Roof Peak 2 Contractor Verify Vent Min Roof Slope Required For Ridge Vent 13'-6" Garage Ridge I I 1 ` 6 <Z>: 11'-0"Wall ht. - - - _______ _________________________________________________________________________________________10,-01Waft Hght. --- - - _ - - - - 9-O'WaTrim Typ - _ __ _– 2x8 Hardie Fl ht m 'HARDIE SOFFIT _ 2x8 Hardie Trim T - - - _ _ ----- -- 0) OWNER CONTRACTOR" C7 r OVER "TYVECK" HOUSE WRAP 9 — atmr (13 do e 1 Entry 7 Porch Main - U -0" Floor Line----------- i► _ - - - .- - 1 _ - - - - - - WaIILine MaiF — V------ - � Stem .. Flo or 4%0" Pedestal Line nMatch Match Lower Floor Line 8 5 5 Main 8 0'-0" Floor Line E�ast Elevation Plan ELEVATION SCHEDULE KEY: DESCRIPTION: O"HARDIELAP SIDING PER OWNER CONTRACTOR' OV ER"TYVECK"HOUSE WRAPOR.PER MIN. T-24 REPORT REQ O Standing -Seam, 1 Hour Fire Rated Roof. Over Fire Retardant Plywood ( Min. Class B Roofing material rating required) (Provide Manufacturer Specifications at time of field Inspection) Chimney shall extend at least 2 feet higher than any portion of a building O within 10 ft. but shall not be less than 3 ft. above the highest point where the chimney passes through the roof per Section R1003.9. Drainage. OR401.3 Surface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does notcreate a hazard. Lots shall be graded to drainsurface wateraway from foundation walls. The grade shall fall a minimum of 6 inches (152 mm) within thefirst 1 Ofeet (3048 mm) Corrugated Siding over Tyveck House Wrap 6 O Over Fire Retardant Plywood Corrugated Metal Siding "Install Per Manufacturer Specifications". ( Min. Class B material rating required) OR703.6.2 Plaster Plastering with portio nd cement plaster sha ll be not less than three coa is when applied over metal lath or wire lath and sha ll be not less than two coats when applied over masonry, concrete, pressure -preservative treated wood anddecay- resistant wood as specified in Section R317.1 or gypsum backing. If the plaster surface is completely covered by veneer or other facing material oris completely concoaled, plaster application need beonlytwo coats, provided thetotal thkkness is s set forth in Table R702.1 1O. a r On wood -frame construction with and on -grade floor slab system, exterior plaster shall be applied to cover, but not extend below, lath, paper and screed. The proportion of aggregate to cementitious matedals shallbe as set forth in Table 1 Q R702.1(3). Provide Minimum 2layers of Grade D Paper, or equivalent, between sheathing and stucco lot Fasten rs Lath fasteners to be 16 Gauge Stapp les with 15/16' Crown. OR703.6.2.1 Weep Screeds AMnimum 0.019 -inch (0.5 mm) (No. 26galvanized sheet gage), corrosion -resistant weep screed or plastic weep sQe ed, with a minimum vertical attachment flange of 3 1/2 inches (89 mm) shall be provided at or below thefoundation plate line on exterior stud walls in accordance with ASTM C 926.The weepscreed shall be placed a minimum of 4 inches (102 mm) above the earth or 2 Indies (51 mm) above paved areas and shall be of a type that will allow trapped water to drain to the exterior of the building. Theweather-resistant barrier shall lap the attachment flange. The exterior lath shag cover and terminate on the attachement flange of the weep sc eed. 9O (CAL Fire Approved Vents Required) Gable & Eave attic vents shall be fully covered with metal wire mesh or noncombustible materials with minimum of 1/16" and shall not exceed 1/8" openings in compliance with 2016CRC Section R327.6.2. New and existing buildings shall be provided with approved address numbers orletters. Each character shall be a minimum4 inches (102 mm)high and a minimum of 0.5inch (12.7 con) wide. They shall be installed on a contrasting background and be plainly visible from the street o r ro ad fronting the property. Where access is by means of a privateroad and thebuilding address cannotbeviewed from thepub Ycway,a monument, pole or other approved sign or means shall be used to ide ntify t he structure. LH Designs 00 Building Plans - Drafting - Design Consulting omm 03 0 (530) 891-1889 16 Patches Drive Chico, CA 95928 Client Address: W \' ^�, L MM J W LO L M >+ U 0 ii E O U Job Site Location: U C:(0 °, � T r V! to`v Q co U co L6 0 C: Z "E VJ W Q = c� � M co co Project Information: Draffing By: JL Job Name: Trombley Q Job #: 1704 1 Date: 2/8/17 Date: 5/16/17 Rev #: 00 Authorization By: Sgnatue only by: Jason Liebgott /R ALL IDEAS, DESIGNS AIdS P LANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR"ITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Proposed Elevations Sheet Number: A200I, wwvv.LHdesignsHomes.com - R 1PPI a W1:7_1111 11 a. ire ON WILDLAND-URBAN FIRE NOTES: 1) THIS PROJECT IS LOCATED IN AWILDLAND-URBAN INTERFACE FIRE AREAAS DEFINED SECTION 702A AND SHALL COMPLY WITH ALLTHE SECTIONS OF THIS CHAPTER. 2) CONTACT CALIFORNIA DEPARTMENT OF FORESTRY FOR POSSIBLE REQUIREMENTSOF FIRE: SPRINKLERS INSTALLED IN THE PROPOSED STRUCTURE BEING BUILT. CALLCAL-FIRE. A SEPERATE PERMIT WILL BE REQUIRED FOR THE FI RE SPRINKLERS. 3)ALLVENTS MUST BE BY LOCAL OR STATE FIRE MARSHAL. 4) EXTERIOR WINDOWS, GLAZED DOORSAND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATED GLASS WITH A MINIMUM OF ONE PANETEMPERED, OR HAVEA FIRE RESISTANCE RATING OF NOT LESSTHAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 5) EXTERIOR DOOR ASSEMBLI ES SHALL COMPLYWITH SECTION 704A.3.2.3. 6) FIRE SPRINKLERS TO BE REVIEWED AND APPROVED UNDER A SEPARATE PERMIT (BY OTHERS). South/Elevation Plan Scale: 1/4"= -D.' D 3 19-0" Roof Main Peak ------------ ELEVATION SCHEDULE KEY: DESCRIPTION: O"HARDIE "HARDIE SOFFIT PER ODER "TYVECK" HOUSE WRAP O R PER MIN. T-24 REPORT REQ. Standing -Seam, 1 Hour Fire Rated Roof. O Over Fire Retardant Plywood OWNER CONTRACTOR" (Provide Manufacturer Specfcations attime of field Inspection) Chimney shall extend at least 2 feet higherthan any portion of a building O within 10 ft. but shall not be less than 3 ft. above the highest point where OVER "TYVECK" HOUSE WRAP R401.3 Drainage. OSurface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be gradedto drainsurface wateraway from foundation walls. The gradeshall fall a minimum of 6 inches (152 mm) within the first 1 o feet 19'-0" Roof Main Peak (3048 mm) Corrugated Siding over Tyveck House Wrap 6 O Over Fire Retardant Plywood Corrugated Metal Siding "Install Per Manufacturer Specifications" ( Min. Class B material rating required) OR703.6.2 Plaster Plastering with portbnd cement plaster shat be not less than three coats when applied over metal lathorwirelath andshaR be not less than two coats when applied over masonry, concrete, pressure -preservative treated wood anddecay- „HARDIE SOFFIT PER surface is completely covered by veneer or other facing material or is completely concealed, plaster application need beonlytwo coats, provided thetotal thickness is as set forth in Table R702.1(1). On wood -frame construction with and on -grade floor slab system, exterior plaster OWNER CONTRACTOR"- proportion of aggregate to cerrentitious materials shall be as sot forth in Table 8702.1(3). Provide Minimum 21ayers of Grade D Paper, or equivalent, between sheathing and stucco lath. Fasten rs OVER"TYVECK'HOUSE WRAP OR703.6.2.1 $ Weep Screeds resistant _. _ - - _• weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2 Inches (89 mm) shall be provided at or below the foundationplate line on exterior stud walls in accordance with ASTMC 926.Theweepscreed shall be placed a _ nmimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that wif allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shag cover and terminate on _ ContractgrVerifyVent Min = �/ 9� Slope Required O Fire Approved Vents Required) Gable & Eave attic vents shall be fully covered with metal wire mesh or noncombustible materials with minimum of 1/16" and shall not exceed 118" openings in compliance with2016CRC Section R327.6.2. New and existing buildings shall be providedwith approved address numbers orletters. Each character shall bee mnimum4 inches (102mm) high and a minimum of 0.5 inch -gRoof- (12.7 mm) wide. They shall be installed on a contrasting background and be plainly - - - - - monument, poleor other approved sign or means shall be usedto identifythe structure. 11'-0" Wall H ht O ._. - 9' 0" Wall Fight. ? '-• m ' 2x8 Hardie Trim T . YP 2x8 Hardie Trim Typ. 1 °� c "HARDIE SOFFIT PER OWNER CONTRACTOR" - ".. - "TYVECK"HO USE WRAP -�03 ,- .OVER o co 07 lM e DB Hardie J ... - Main0-0" 1 Floorl-he O-0" Floor Line -1'-0"Pedestal Line n__ _____ _____ ________._ ________ _______ - - Main Match Lower Floor Line ________________________ $ $ South/Elevation Plan Scale: 1/4"= -D.' D 3 19-0" Roof Main Peak ------------ ELEVATION SCHEDULE KEY: DESCRIPTION: O"HARDIE LAP SIDING PER OWNER CONTRACTOR" ODER "TYVECK" HOUSE WRAP O R PER MIN. T-24 REPORT REQ. Standing -Seam, 1 Hour Fire Rated Roof. O Over Fire Retardant Plywood ( Min. Class B Roofing material rating required) (Provide Manufacturer Specfcations attime of field Inspection) Chimney shall extend at least 2 feet higherthan any portion of a building O within 10 ft. but shall not be less than 3 ft. above the highest point where the cNmney passes through the roof per Section R1003.9. R401.3 Drainage. OSurface drainage shall be diverted to a storm sewer conveyance or other approved point of collection that does not create a hazard. Lots shall be gradedto drainsurface wateraway from foundation walls. The gradeshall fall a minimum of 6 inches (152 mm) within the first 1 o feet (3048 mm) Corrugated Siding over Tyveck House Wrap 6 O Over Fire Retardant Plywood Corrugated Metal Siding "Install Per Manufacturer Specifications" ( Min. Class B material rating required) OR703.6.2 Plaster Plastering with portbnd cement plaster shat be not less than three coats when applied over metal lathorwirelath andshaR be not less than two coats when applied over masonry, concrete, pressure -preservative treated wood anddecay- resistant wood as specified in Section R317.1 or gypsJm backing. If the plaster surface is completely covered by veneer or other facing material or is completely concealed, plaster application need beonlytwo coats, provided thetotal thickness is as set forth in Table R702.1(1). On wood -frame construction with and on -grade floor slab system, exterior plaster shall be appliedto cover, but not extend below, lath, paper and screed. The Q proportion of aggregate to cerrentitious materials shall be as sot forth in Table 8702.1(3). Provide Minimum 21ayers of Grade D Paper, or equivalent, between sheathing and stucco lath. Fasten rs Lath fasteners to be 16 Gauge Stapples with 15/16" Crown. OR703.6.2.1 $ Weep Screeds resistant A mininum 0.019 -inch (0.5 mm) (No. 26 galvanized sheet gage), corrosion weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2 Inches (89 mm) shall be provided at or below the foundationplate line on exterior stud walls in accordance with ASTMC 926.Theweepscreed shall be placed a nmimum of 4 inches (102 mm) above the earth or 2 inches (51 mm) above paved areas and shall be of a type that wif allow trapped water to drain to the exterior of the building. The weather -resistant barrier shall lap the attachment flange. The exterior lath shag cover and terminate on the attachement flange of the weep screed. O(CAL Fire Approved Vents Required) Gable & Eave attic vents shall be fully covered with metal wire mesh or noncombustible materials with minimum of 1/16" and shall not exceed 118" openings in compliance with2016CRC Section R327.6.2. New and existing buildings shall be providedwith approved address numbers orletters. Each character shall bee mnimum4 inches (102mm) high and a minimum of 0.5 inch (12.7 mm) wide. They shall be installed on a contrasting background and be plainly visible from the street or road f onting the property. Where access is by means of a privateroad and thebuilding address cannotbeviewed from the publicway,a monument, poleor other approved sign or means shall be usedto identifythe structure. BUTTE COUNTY BUILDING DIVISION APPROVED t NV 1 FOR CODE C01,v?PLIANCE JI..O i'§ Fj 9 Gvsr Tr AND ASSOCIATES West elevation Plan Scale: l/4"=1'-0" `Uhl ®esignso 0 Building Plans - Drafting - Design Consulting moo (530) 891-1889 La1,31 16 Patches Drive Chico,CA 95928 Client Address W co W LO •_' VJ W � oU uJ O Env Job Site Location: U a� C: (C) co >% Ln O o (� Q co U co v' ` z .E 05 Q 3: co LL CID CI Project Information: Drafting By: JL Job Name: Trembley Job #: 1704 1 Q Date: 2/8/17 Date: 5/16/17 Rev #: 00 Authorization By: Signature only by Jason Liebgott ALLIDEAS, DESIGNS AN6 PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH DESIGNSAND SHALLNOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOWN IS PROHIBITED. Sheet Title: Proposed Elevations Sheet Number: A2 e www.LHdesignsHomes.com W a) E S rn CI rn .s' 0 Extenor Wall Finish Per Plan Flashing and counterflashing 25 ga. minto be used wherever the roof meets a vertical wag, including chimney wall and plaster Roofing Material . Per Plan. Tyvek or building paper Vertical wall or Chimney wall Roof Sheathing Roof Flaming Member Roof to Vert. Wall Flashing Detail (1) NOTE: Scale: N.T.S. 1. PREP & FLASH AT PERROOFING MFRS. RECOMMENDATION. (BYOTHERS) r C8 FireApproved E Truss Blocking Irsulatlon. 02 p Fitch (Par Manufacturer)Top Ili Garage Ridge -- (By Others) 0 13-6" Garage Ridge 0 --- `--------------.----------------, N lr�' Sheet CF -1R 2 C: Attic 11 Wood (3) 2" Dia 1/2" Screw � U r ) 10'-0" Plate Lne Q vkntHoles 7/8" Lap SelfDnller i FIRE RATED PLYWOOD br Corrugated --- Ridge Vent Detail (3) Pre -Engineered Trusses Peri -24 & Sheet CF -1R Ducts in the garage and ducts penetratingthe walls or ceilings U.N.0) O - See ASC Building Products for more information and installation specs. separating the dwelling from the garage shall be constructed of a HDR I 'ni minimum No. 26 gage (0.48 mm) sheet steel or other approved For Plan material and shall have no openings into the garage r Z 0- � � Q 0 Ga- race❑ F0 Roof Gutters (By ^^� L.J.. 2e Wall Area On Demand per Plan w/ Drafting By: JL vrhter Heater Job #: 1704 1 Date: 2/8/17 Date: 5/16/17 Rev #: 00 Authorization By: Signat reonly by --.---------- 0 Stem a provided with means JV!Main Finish FloLine or ALLIDEAS DESIGNS Match 7F, Per PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED ". REUSE OF THIS DRAWING SHEET OTHER THAN FOR to prevent the Per Plan & Details honing Cross Section (2) Scale accumulation of 1/4"-1'-a' Extenor Wall Finish Per Plan Flashing and counterflashing 25 ga. minto be used wherever the roof meets a vertical wag, including chimney wall and plaster Roofing Material . Per Plan. Tyvek or building paper Vertical wall or Chimney wall Roof Sheathing Roof Flaming Member Roof to Vert. Wall Flashing Detail (1) NOTE: Scale: N.T.S. 1. PREP & FLASH AT PERROOFING MFRS. RECOMMENDATION. (BYOTHERS) r C8 FireApproved E Truss Blocking Irsulatlon. Roof p Fitch (Par Manufacturer)Top Ili awer (By Others) R:r T-24& 0 Gauge Roofing N (By Others) Sheet CF -1R 2 C: Wood (3) 2" Dia 1/2" Screw � U C -Metal vkntHoles 7/8" Lap SelfDnller Insulaton FIRE RATED PLYWOOD br Corrugated Ridge Vent Detail (3) L0 Peri -24 & Sheet CF -1R Q PLYWOOD(TYR. U.N.0) O - See ASC Building Products for more information and installation specs. O M (U U I 'ni o C r Z 0- � � Q 0 Roof Gutters (By ^^� L.J.. C J Project Information: Drafting By: JL Others) shall be Job #: 1704 1 Date: 2/8/17 Date: 5/16/17 Rev #: 00 Authorization By: Signat reonly by Jason Liebgott provided with means ALLIDEAS DESIGNS ANI/PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH' DESIGNS/AND SW11-NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED ". REUSE OF THIS DRAWING SHEET OTHER THAN FOR to prevent the Sheet Title: Sections & Details accumulation of to oo w leaves and debris in °z Fade o'o1od8 the gutter. Facia o0 000 (By Others) o00 ,o U g Exterior Finish - °J Per Plan - 112' Gype - Board CALFIREAproved Cmtlnous Eave Vent - (Sim@Upper Ease) - Fiber Cement Board ' Non-Venled Smooth - - 1A" HARDIE SOFFIT PANEL APPLY 2x Stud TO UNDER SIDE W111 w/ FOR 1 HOUR FIRE RATEDEAVE - - hsdaton - for T-24& Sleet CF -1R Exterior _.. Finish Per Plan _,•=_} 1 Hour Fire Rated Eave (2) Scale: N.T.S. Extenor Wall Finish Per Plan Flashing and counterflashing 25 ga. minto be used wherever the roof meets a vertical wag, including chimney wall and plaster Roofing Material . Per Plan. Tyvek or building paper Vertical wall or Chimney wall Roof Sheathing Roof Flaming Member Roof to Vert. Wall Flashing Detail (1) NOTE: Scale: N.T.S. 1. PREP & FLASH AT PERROOFING MFRS. RECOMMENDATION. (BYOTHERS) r /Q2 Pm ngineered Sim 19'-0" Roof Main Peak Trusses , ,- r r , Insulation Fe r T-24 1 2 3.0 Pre -Engineered r Trusses Attic Insulation •� - For T-24 10'-0" Plate Line 1. ---li - - `. Ream HDR I� Per Plan PerPlan HDR -- Per Plan h Kitchen Bar 2xWall Per Planw/ ° hsulation Per T-24 e io .Patio Concrete Slab Floor : ."�&"FcL�'a•r-.-°���,a1 ass. - .� " --_ Footing Per Plan - Footin9Per Ran Footing Per Cross Section(o) SME 1/4"=1'-a' 1. See T-24 Report and Sheet C F-1 R for all Requi red Insulation R Values. 2. Floors and landings atextenor doors. There shallbe a landing orflooron each side of each extenor door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) R311.3 3. Floor a levat ions at the required egress doors. La ndings or floors at the required . egress d oor shall not be m ore than 1 12 inches (38 mm) lower than t he top of the threshold. R311.3.1 Exception: The exterior landing or fborsha I not be more than 7 3/4 inches (196 mm) below thetop ofthe threshold provided the door doesnot swdng over the landing or floor. ------------------------------- -------v 16-8" Entry Roof Peak Pre -Engineered Trusses hsulation AttIC per T-24nnn 10'-0" Plate Line 2x Wag ' Per Plan w/ Insulation Per T-24 Lnd . "Entry II, Porch' 2x Wall o Per Planw/ Insulation - Mech.- Peri -24 Concrete Slab Floo BUTTE COUNTY �O'-U' Main Floor Line BUILDING DIVISION APPROVED d Footing Per FOR CODE l"ONIPLIANCC Footing Per Plan Plan vJN 01 Cross Section (3) Scale 1/4'.1'_0" 1. See T-24 Rep on and Sheet CF 1R for a0 Required Insul]atbn R- Vanes. 2. Floors and Ian din gs at exterior d oors There she 11 be a landing or floor on each side of each exterior d oor. The width of each land in shall not be less then the door served. Every la ndi ng shall have a min imum di me nsbn of 36 inche s(914 mm) R311.3 3. Floor elevations at the required egress doors. Land Ing s or If bo rs atthe required egress doo r shat l not be mo no th an 11/2 inches (38 in m) ower than the top of the threshold. R311.3.1 Exception: The exterior landing orfloorshall not be more than 73/4 inches (196 mm) below the top ofthe threshold provided the door does not suing over the landing or floor. YITLL 11[1 II?I ' LH Des ig nsm, Building Plans -Drafting -Design Consulting mom an pin (530) 891-1889 0aro © 16 Patches Drive Chico,CA 95928 Client Address: C8 FireApproved E Vented Ridge Screen (by others) p Roof p Fitch (Par Manufacturer)Top Ili awer a> ASC's LightE 0 Gauge Roofing N (By Others) c rn 2 C: Wood U) ,O 1/2" Screw � U C -Metal 314" Stitch Screw or 7/8" Lap SelfDnller @each nb a 8' O.C. br Corrugated Ridge Vent Detail (3) L0 Scale: N.T.S. M - Note: O - See ASC Building Products for more information and installation specs. /Q2 Pm ngineered Sim 19'-0" Roof Main Peak Trusses , ,- r r , Insulation Fe r T-24 1 2 3.0 Pre -Engineered r Trusses Attic Insulation •� - For T-24 10'-0" Plate Line 1. ---li - - `. Ream HDR I� Per Plan PerPlan HDR -- Per Plan h Kitchen Bar 2xWall Per Planw/ ° hsulation Per T-24 e io .Patio Concrete Slab Floor : ."�&"FcL�'a•r-.-°���,a1 ass. - .� " --_ Footing Per Plan - Footin9Per Ran Footing Per Cross Section(o) SME 1/4"=1'-a' 1. See T-24 Report and Sheet C F-1 R for all Requi red Insulation R Values. 2. Floors and landings atextenor doors. There shallbe a landing orflooron each side of each extenor door. The width of each landing shall not be less than the door served. Every landing shall have a minimum dimension of 36 inches (914 mm) R311.3 3. Floor a levat ions at the required egress doors. La ndings or floors at the required . egress d oor shall not be m ore than 1 12 inches (38 mm) lower than t he top of the threshold. R311.3.1 Exception: The exterior landing or fborsha I not be more than 7 3/4 inches (196 mm) below thetop ofthe threshold provided the door doesnot swdng over the landing or floor. ------------------------------- -------v 16-8" Entry Roof Peak Pre -Engineered Trusses hsulation AttIC per T-24nnn 10'-0" Plate Line 2x Wag ' Per Plan w/ Insulation Per T-24 Lnd . "Entry II, Porch' 2x Wall o Per Planw/ Insulation - Mech.- Peri -24 Concrete Slab Floo BUTTE COUNTY �O'-U' Main Floor Line BUILDING DIVISION APPROVED d Footing Per FOR CODE l"ONIPLIANCC Footing Per Plan Plan vJN 01 Cross Section (3) Scale 1/4'.1'_0" 1. See T-24 Rep on and Sheet CF 1R for a0 Required Insul]atbn R- Vanes. 2. Floors and Ian din gs at exterior d oors There she 11 be a landing or floor on each side of each exterior d oor. The width of each land in shall not be less then the door served. Every la ndi ng shall have a min imum di me nsbn of 36 inche s(914 mm) R311.3 3. Floor elevations at the required egress doors. Land Ing s or If bo rs atthe required egress doo r shat l not be mo no th an 11/2 inches (38 in m) ower than the top of the threshold. R311.3.1 Exception: The exterior landing orfloorshall not be more than 73/4 inches (196 mm) below the top ofthe threshold provided the door does not suing over the landing or floor. YITLL 11[1 II?I ' LH Des ig nsm, Building Plans -Drafting -Design Consulting mom an pin (530) 891-1889 0aro © 16 Patches Drive Chico,CA 95928 Client Address: W M W ^) T� 0 VJ U �+ C: U) ,O � � U Job Site Location: Urn C L0 00-:11 M >N L0 O I` 0 O M (U U I U L0 C r Z 0- � � Q TL0 M ^^� L.J.. C J Project Information: Drafting By: JL Job Name: Trombley Q Job #: 1704 1 Date: 2/8/17 Date: 5/16/17 Rev #: 00 Authorization By: Signat reonly by Jason Liebgott ALLIDEAS DESIGNS ANI/PLANS REPRESENTED BY THIS DRAWING ARE THE EXCLUSIVE PROPERTY OF LH' DESIGNS/AND SW11-NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED ". REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Sections & Details Sneet Number: /A3 e 0 wvm.LHdesignsHomes.com 0 of N E 0 m 2016 California Electrical Code Notes: Residential Lighting Measures: 1) Ballasts for fluorescent lamps rated 13 Watts or greater. shall be electronic and shall have an output frequencyno less than20 kHz. 2) Lighting integral to exhaust fans, in rooms other. than kitchens, shall meet the applicable requirements of§150(k). 3) At switching devices and controls shall meet the requirements of §150(k)7. 4) A minimum of 50 percent of the total rated wattage of permanently installed lighting in kitchens shall be high efficacy. EXCEPTION: Up to 50 watts for dwelling units less than or equal to 2,500 ft2 or 100 watts for dwelling units larger .than 2,500 f1:2 may beexempt from the 50% high efficacy requirement when: all low efficacyluminaires in the kitchen are controlled bya manual on occupant sensor, dimmer, energy management system (FMCS), or a multi -scene programmable control system; and all permanently installed luminaries in garages, laundry rooms, closets greater than 70 square feet, and utilty rooms are high efficacy Q and controlled . 5) All outdoor lighting to be high-eff racy a nit wntrolled by photocell and motion sensor, photocontrol, astronomical time clock, or an energy management control s stem. CEnC Section 150.0(k)3A. EXCEPTION 1) Permanently installed outdoor low efficacy luminaires shall be allowed provided that they are controled by a manual on/off switch, a motion sensor not having an override or bypass switch that disables the motion sensor, and one of the following controls: a photocontrol not having an override or bypass switch that disables the photocontrol; OR an astronomical time clock not having an override or bypass switch that disables the astronomical time clock; OR an energy management control system (EMCS) not having an override or bypass switch that allows the lurrrnaire to be always on. EXCEPTION 2) outcdooduminalres used to comply with Exceptbnl to §150(k)13 may be controlled by a temporary override switch which bypasses the motion sensing function provided that the motion sensor is automatically reactivated within sic hours. EXCEPTION 3) Permanently installed luminaires in or around swimming pool, water feawres, or other location subject to Article 680 of the California Bedric Code need not be high efficacy luminaires. 6) Internally illuminated address signs shall comply with Section 148; OR not contain a screw -base socket, and consume no more than five watts of power as determined according to §130(d). 7) Fixtures, lamp holders and receptades outlets shall be securely supportd. Afixture that weighs more than 6 pounds or exceeds 16 inches In any dimension shall not be supported by the screw shell of a lamp holder per 2010 CEC Art. 410.30 (a). Outlet boxes shall not be used as the sole support for ceiling (paddle) fans per 2010 CECArt. 314.27 (A) & (D). Residential Electrical Outlet Measures: 1) Branch circuits installed tosupply generally illumination and receptacle outlets in dwelling units, the following minimum requirements apply: -Two 20amp circuits for the kitchen receptacles • One 20 -amp circuit forthe laundry receptacles • One 2G -amp circuit for the bathroom receptacles • One separate, individual branch c'rcuitfor central heating equipment 2) Receptacles installed in the kitchento serve countertopsurfaces shall be supplied by notless than twoseparate 20 amp small appliance branch circuits. 3) All conductors ofthe same circuit, including grounding and bonding conductors, shall be contained in the same raceway, cable, ortrench 4) All circuits and circuit modifications shall be legibly identified as to purpose or use on a directory located on the faceor inside of the electrical panel doors. 5) Receptacle outlets in habitable rooms shall be installed so that no point measured horizontally along the floor line in any wall space is more than 6 feet from a receptacle outlet (less than 12 foot spacing). A receptacle shah be installed in each wall space 2 feet or more in width. 6) At kitchen countertops, receptacle outlets shall be installed so that no point along the wall line is more than 24 inches measured horizontally from a receptacle. 7) Receptacle outlets shall be ofthe grounding type, be effectively grounded,and have proper polarity. 8) Receptacles shall not be installed in the face -up position in countertops orsimilar work surfaces. 9) Areceptacle outlet shall be instated at each counter space 12 inches or wider, and at each island counter or peninsular space 24 inches by 12 inches or larger. Countertop spaces separated by range tops, sinks or refrigerators are separate spaces. 10) Outdoor receptacles, accessble atgrade level and no more than 6.5 feet above grade, shall be installed at the front and back of a dwelling. 11) At dwellings, ground -fault circuit -interrupter (GFCI) protection shall be provided for al receptacle outlets installed in bathrooms, garages, grade -level portions of unfinished accessory buildings, crawl spaces,unfinished basements, kitchen countertops, wet -bar sinks, boathouses and outdoors. Receptacles that are not readily accessible maybe exempt from the GFCI requirement. interrupter, combination -type, installed to provide protection ofthe branch circuit. 12) AFCI-Arc-Fault Circuit l nterrupter (AFCI) Dwelling Units. All 120 -volts, single phase, 15 -and 2G- ampere branch circuits supplying outlets installed In dwelling unit family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, of similar rooms or areas shall be provided by a lsted arc -fault circuit --- ---- ---- ---- --- ---- -- --- ---` M r i 1 - _ y/ R R GRIM F taD Da L ` `u\ 1So OR / R R 1 I I R F i / F O VS D I SD F O 0 / --- i /^q\ \ I F r o r R \ t So WP r r r r / L ---- J / / iAcc ss i o D'' �VVn oleo I F SD / R CM ° S R o \ \ SD I F Off\ 0 10 P P PO fi \ LL / / \ Whole House\ ; � � � 1 / � � 60 AMP PANEL lkntilation Fan ° a I�\ FOR FUTURE POOL C e LL V.S ns. c? � 1 \ GFIffI CTI GFI 1 ? m ^(D13 C 113 a i �S~ I71 s V.Se s Local Intermittent Exhaust Bathroom Ventilation Rate Summary Enter the required fan fbwrate (cfm). Bathroom Fan Flow (dm)=__50 (# of Bathmoms_2 New _) Use thefan flow ratefromthis summary for selection of the local ventilation fan and for the duct design for the local ventilation system from Table 7.1. - DuctSize (in)=4 —_ Duct Type:. Flex Duct (1) Elbowaccounted for. When no Elbow is used add 15' to max dud length. Maximum Allowable Duct Length (ft)=___—_. 1. Each bathroom inthe addition is requiredto have an exhaustfan ducted to the outside with a minimum ventilation rate of 50 cfm. Theducting forthe exhaustfan shall be sized according to ASHRAE Standard 62.2Table7.1 2. Humidity controls shat be capable of adjustment between a relative humidity range of < 50 percent to a maxi num of 80 percent. A humidity control may utlizemanual or automatic means of adjustment. At least 50% ofthe total rated wattageofpermanently installed luminaires inthekitchen must be in luminairesthat arehigh ' \ V.Se ns. G 11 CFI \ r ------ n ( WATER \ ( Access i HEATER 1 Whole i I On Demand 1 ELECTRICAL LEGEND I` PO LED PENDANT LIGHT CEILING MOUNTED LIGHT C High Efficacy) Fa WALL D LIGHT Efficacy) (High 121 RECESSED LIGHT d7 (High Efficacy) 1Q ISd RECESSED FLUORESCENT RECEPTACLE 1 220V RECEPTACLE HEATHER PROOFED RECEPT. +O F:Q, FLOORRECEPTACLE C3::)[ CEILING RECEPTACLE GROUND FAULT INTERRUPT. WALLSIMTCH a 3 -WAY SWITCH 4 4 -WAY SWITCH D DIMMERSWITCH N TELEPHONE JACK /�� cV CABLE JACK $ VACANCYSENSOR Q ® FLUORESCENT LIGHT reeZZa» FLUSH MOUNT FLUORESCENT LIGHT ® CHIME DOOR BELUGARAGE DOOR SWITCH CM CA RBON MONOXIDE 0 &SMOKE DETECTOR SD O SMO KE DETECTOR ® FAN ® FAN/LIGHT COMBI NATION (Hgh Efficecy) ® GARBAGE DISPOSAL GG���o SPOT LIGHT/SENSOR LIGHT (H g h EfBmcy) 1 / CEILING FAN and LIGHT Light (Optional) -' (High Efficacy) OGAS/NATURALOR LPG 200 AMP METER -MAIN w/ a breaker Distribution Center W a main ground conductor #6 copper line /___________________� ! i Electrical Layout Plan Seale, 114'= V-0" Notes � \ 1. See 2016 Electrical Notes This Sheet and Smoke and Carbon Detecor Requirements under 2016 CRC Notes on S heet G.N. Whole-BuildingContinuous Fan Ventilation Rate Summa Continuous Fan Flow (cfm) =75 Use the fan flow rate from this summary for selection ofthe Whole -building ventilation fan and forthe duct design for the whole -building ventilation system from Table 7.1. Duct Size (in) = 4" Dud Type: Flex Di int MaximumAllowable Duct Length (ft)=55' __ (1) Elbow accounted for. When no Elbow is used add 15' to max duct length. efficacy luminaires 2.Tamper-Resstantrecepticalsto be 125 -volt, single phase, 15 and20-ampreceptacals Local Intermittent Exhaust Kitchen Ventilation Rate Summary '� � to be installed in addition or any replacement outlets. 1 3.Where the height of the passageway is lessthan6 feet the distance from the passageway Enterthe required fan flow rate (dm). I ' / access tothe appliance shat not exceed20feet measured along thecertterline of the passageway. Kitchen Fan Row(cfrm=_100___(#of Kitchens— 1—) Use the fan flow rate from this summary for selection ofthe local ventilation fan and forthe duct design for the local ventilation I `, / 4. Light fixtures in tub or shower or shower enlosures to be labled"suitable for damp location systemfrom Ta bre 7.1. r C Per 2016 CEC Art410.10 (A) & (D). �c � Duct Size (in) __ 5" Duct Type: Flex Duct c ffI 5. EV plugs to be Installed with a minimum 1 -inch conduit capable of supplying Maximum Allowable Duct Length (ft)=20_I 1 `, 208/240V branch dreuit to a suitable box location for EV charging. The other end shall terminate 1 Elbow accounted for. When no Elbowis used add 15'to max dud length. in the main service and/or subpanel. The main panel and/or subpanel shall be of sufficient size Akitchen is defined as any room containing cooking appliances. Each kitchen in theaddition is required to have an exhaust fan �� I to install a 40 -ampere dedicated branch circuit. The dedicated owe rcurrent protection space Sound Rating and Continuous Operation: ducted to the outside with a minimum ventlatbn rate of 100 cfm. The range hood over the stove maybe used to meet this \ shall be labeled "EV CAPABLE". The whole -building ventilation exhaust fan will operate continuously, and is required to be rated for sound at a maximumof requirement, butthe range hood must vent to the outside; re -circulating range hoods cannot be used.. 1 sone. This exhaust fan can be controlled by a standard on/off switch, but the switch must be labeled to inform the ` occupant thattheexhaust fan is the wholebuilding ventilation exhaustfan and is intended to operate continuously. I p� � ' � Ga�".�f �IL.1va "t_.� p�. g� C S i al 1VCE Qfan=0.01 (2,140)+7.5(3+1)u_Ii Otani = 21.40+ 7.5(4) Qfan=21.40+30.0 Qfan = 51.40 d ` \ z------------------\� �^ AND p wL �r LL t IRAB .�eksD E'�\JS'O le O �S BUTTE COUNTY GFI OR BUTTE DIVISION -- APPROVED z Distribution Center w/a breaker 200AMPMETER-MAIN LH ®esignso Building Plans - Drafting -Design Consulting ©li Do (530) 891-1889 16 Patches Drive Chico, CA 95928 Client Address: W I` CD a co COO d7 0-0 O M U 1 ASU +O 0 U) U C) 0 Z n Q T� 2 Job Site Location: II Project Information: Drafting By: JL Job Name: Trombley Job #:1704 A Date: 2/8/17 Date: 5/16/17 Rev #: 00 Authorization By: Sgnatme only by: Jason Liebgott ALLIDEAS, DESIGNSAND PCANSREPRESENTED BY THIS DRAWING ARETHE EXCLUSIVE PROPERTY OF LH DESIGNS'AliD SMLLNOTBE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED '. REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOVM IS PROHSITED. Sheet Title: Electrical Layout Plan i V11l L IYUI MU1. El 0 ■ www.LHdesignsHomes.com I` CD COO O M U 1 .E Z n Q T� 2 /�� cV YJ lV CM0 co Project Information: Drafting By: JL Job Name: Trombley Job #:1704 A Date: 2/8/17 Date: 5/16/17 Rev #: 00 Authorization By: Sgnatme only by: Jason Liebgott ALLIDEAS, DESIGNSAND PCANSREPRESENTED BY THIS DRAWING ARETHE EXCLUSIVE PROPERTY OF LH DESIGNS'AliD SMLLNOTBE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED '. REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECT AND LOCATION SHOVM IS PROHSITED. Sheet Title: Electrical Layout Plan i V11l L IYUI MU1. El 0 ■ www.LHdesignsHomes.com 2016 California Residential Code: Smoke and Monoxide Detection: R314.1 General Smoke alarms shall comply with NFPA72 and Section R314. R314.1.1 Listings. Smoke alarms shall be listed inaccordancewith UL217. Combination smokeandcarbon monoxide alarms shall be listed in accordancewith UL217 and UL 2034. Systems and components shad be California State Fire Marshal listed and approved in accordance with California Cancer Regulations, Tltk 19, Division 1 for the purpose for which they are installed R314.2 Where required. Smoke alarms shall be provided in accordancewith this section. 11314.21. New construction. Smoke alarms shall be provided in dwelling units. R314.2.2 Alterations, repairs and additions. Where alterations, repairs or additions requiring a permit occur, or where one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped with smoke alarms located as required for new dwellings. Exception: See section R314.6. R314.3 Location. Smoke alarms shall be installed in the following locations: 1.1n each sleeping room. P 9 2. Outside. each separate sleeping area in the immediate vicinity of the bedrooms. p p 9 Y 3. On each additional story of the dwelling, including basements and habitable attics and not Including craw spaces and uninhabitable attics. In dwelling or dweling units with spit levels and without intervening door between the adjacent levels, asmoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet (914mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement ofa smoke alarm required by Section R314.3. See Section R314.3.3for specific location requirements. R314.6Power Source Smokealarms shall recieve their primary power from thebuilding wiring provided thatsuch Wiring is served from a commercial sourceand shall beequipped with abattery backup. Smoke alarms With integral strobesthat are not equipped with battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Smoke alarms are permittedto be solely battery operated in exsisting buildings where noconstruction is taking place. 2. Smoke alarms are permittedto be soley battery operated in buildings that are not served from a commercial power source. 3. Smoke alarms are permittedto be solely battery operated in existing areas of buildings undergoing alterations or repairs trial notresultin the removal of interiorwalls or ceiling finishes exposingthe structure, unlessthere is anattic,crawl space ler basement availablewhich could provide accessfor buildingwiring Without the removal of interior finishes. 4. Smoke alarms are permittedto be solely batteryoperated whererepairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, orthe addition or replacement of wind ows or doors, orthe addition of aporch or deck. 5. Smoke alarms are permittedtobe solely battery operated when work is limited to theinstalation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do notresult in the removal of interiorwall or ceiling finishes exposing the structure. R314.4 Interconnection Where more than one smoke alarm's required to be installedwithin an individual dwelling or sleeping unit, the smoke alarms shall be interconnected'n such amannerthatthe activation ofone alarm will activate all of the alarms in the individual unit. The alarm shall be cleadyaudible in all bedrooms over background noise levels with all intervening doors closed.. EXCEPTIONS: 1. Interconnection is not required n buildings thatarenot undergoing alterations, repairs or construction of any kind. 2. Smoke alarms in existing areas are not required to be interconnected where alterations or repairs do not result in the removal of interior wa t or ceiling finishes exposing the structu re, unless there is an attic, crawl space or basement available which could provide accessfor interconnection without the removal ofinterior finishes. 3. Smoke alarms are not required to be interconnected where repairs or alterations are limited tothe exterior surfaces of dwelings,s uch as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of aporch ordeck 4. Smoke alarms are not required to be interconnected whenwork s limited to installation alteration or raperr s ell of plumbing or mechanical systems piths installation, alteration or repair ofelect tical systems which do not result in the removal ofinteriorwal or ceiling finishes exposing the structure. R315.1 General. Carbon monoxide alarms shall complywith Section R315. R315.1.1 Listings. Carbon monoxide alarms shall be listed in compinncewith UL2034. Combination carbon monoxide and smoke alarms shal be listed in accordance with UL 2034 and UL217. No person shall install market, distribute, offerfor sale, or sell anycarbon monoxide device in the State of California unless the device andinstructons have been approved by the Office of the State Fire Marshal. lit R315.2Where required. Carbon monoxide alarms shall be provided in accordancewith Sections R315.2.1 and 8315.2.2. I. Pursuant to Health and Safety Code Sectbn 17926, carbon monoxide devices shall be crstalled n all existing oWeldng units as required in this section. - R315.2.1R315.2.1 Existing buildings and new constructionand new construction. For existingbuildings and new construction carbon monoxide alarms shall be provided in dmlin un is where 9 � P 9 either or both of the folowng condiflons exist. 1. The dwelling un it contains a fue 1 -fired applance or fireplace. 2. The dwelling unit has an attached garage with an opening that commun icates with the dwelling unit. R315.2.4 Power supply Carbon monoxide alarms shall receive their primary powerfrom the buildingwiring where suchwiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall bed irectly connected to the perm anent building wiring without a disco nnectng switch other than as required for overcu men protection. EXCEPTIONS: 1. In exisAng dwelling units where there is no commercial power supply, the carbon monoxide alarm maybesolely battery operated. 2. In exstng dwelling units,a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations do not result in the removal ofwall and ceiling finishes. 3. In exsthg dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of Windows or doors, or the addition of a porch or deck. 4. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up when work is limited to the installation, alterationor repair of plumbing or mechanical systems or the installation, alteration ler repair of electrical systems, which do not result in the removal of interior wall or ceiling finishes exposing the structure. 5. Other power sources recognized for use by NFPA720 -_I-i. --. - __... ILII uN r 2016 California Green Building Standards: 4.303.1 Water conserving plumbing foctures and fittings. Section 4.503.1 Fireplaces Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or Plumbing fixtures (Walter closets a nd unnas)and fittings (faucets and showerheads) shat comply with the folowng: pellet stove shall comply with U.S.EPA New Source Performance Standards(NSPS) emission limits as 4303.1.1 Water closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water applicable, and shal have a permanent label indicating they are certified to meet the emission limits closets shall be certfied to the performance criteria of the U.S. E PA WaterSense Specification for Woodstoves, pellet stoves and fireplaces shall also comply With applicable local ordinances. Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two redu ced f b shes and one full flush 4.303.1.2 Urinals. The effective flush volume of urinals, shall notexceed 0.5 gallons per flush. 4.303.1.3 Showerhe ads. 4.303.1.3.1 Single shovverhead. Showerheads shall have a maximum flow rate of not morethan 2.0 gallons per minute at 80 psi. Showemeads shall be certified to the performance cnteria ofthe U.S. EPA WaterSense Specification brShowerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by morethan one showerhead, the combined flow rate of all showerheads and/orothershower outlets controlled by a single valve shat notexceed 2.0 gallons per minute at 80 psi, orthe shower shall be designed to allow only one shower outlet b be in operation ata time. Note: A hand-held shower shall be considered a show erhen d. 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 g allons per minute at 60 psi. 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen faucets.. The ma mm um flow rate of kitchen fau cats shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per mi nute at 60 psi, and must default to a maximum flow rate of 1.8 gn lion s pe r minute at 60 p s I Note: Vvhere complying fa ucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and ftfings shall be installed in accordance wth the ca lifornia Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California numbing Code. The maxim:&C:PC w rate of residential svat�faumts�not�1.2gallons per minute at 60 psi. CGBSC Section 4.3.3.1.4.1Section f Building Maintenance and Operation: 4.410.1 Operation and maintenance manual: At the time of foal inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following sha ll be p la ced h the building: 1. Direction s to t he owner or occupant that the manual shall remain With the building throughout the life cycleofthe structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, FVAC systems photovoltaic s stems electricvehicle chanr ers water-heatin s tems and other mar lencesande ui ment Y I 9 I 9 ys P Pp q- major appliances and equpmenI b. Roof and yard drainage, including gutters and downspouts. a Space conditioning systems tems including condensers and air titers. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource mnsumptlon; including recycle prograrcs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive inpads of an interior relative humidity between 3060 percent and what methods an occupant may use to maintain the relative humiditylevel in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Info rmatio n on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs avalable. 10. A copy of all special inspection verifications required by the enforcing agency or this code. Indoor Air Quality and Exhaust: 4.506.1 Exhaust fans: Mechanical exhaust fans which exhaust directly from bathrooms shall comply With the following 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside t he building TABLE 4.504.1 ADHESIVE VOC LI MITI, 2 Water and Less Exempt Compounds 2016 California Residential Code: ARCH ITECTU RAL APPLI CATIONS vOC LIMIT Glazing: R311.6 Flsllw ays Carpet pad adhesives 50 Exceptas indicated in Section R308.1.1 each paneof glazing installed in hazardous locations asdefined The minimum well ofa halwayshall be notless than 3 feet (914 rrm).: Woodflooring adhesive 100 in Section R308.4 shall be providedwith a manufacturers designation specifying who applied thedesignation 60 Subfloor adhesives 50 designating the tyoe ofglass and the safety glazing standard with which it complies, which is visible in the final 8311.7 Stairways - VCTand asphat tile adhesives 50 installation. The designation shat be acid etched, sandblasted, ceramic -fired, laser etched, embrossed, or be of 50 Cove base ad hesives 50 a type which once appliedcannot be removed Without being destroyed AlabeI shall be permitted in lieu ofthe Stairways shalt not be lessthan 36 inches (914mm) in clear width at all points abovethe permitted handrail height Structural glazing adhesives 100. manufacturer's designation and belowthe required headroom height. Handrails shall not project more than 4.5 inches (114 mm) on either side Othe r adhesives not soecifca lily listed 50 SPECT ALTY APPL ICAT[ON S ofthestairways atand below the handrail height, includingtreads and landing, shall moths less than 311/2 inches PVC welling 510 EXCEPTIONS: (787mm)wherea handrail is installed on oneside and 27 inches (698 mm)where handrails areprovided on both ABS welding 325 1. For other than tempered glass, manufacturers designations are not required provided thebulding official sides. Adhesive pri ner for plastic 550 approves the use of a certificate, affidavit or other evidence confirming compliance wih this code. - Specnlpurpose contact adhesive 250 2. Tempered spandrel glass is permittedto beidentiled by the manufacturer with a removable paper designation. EXCEPTION: The widthofthe spiral stairways shall be in accordancewith Section 8311.7.10.1. Top and trim adhesive 250 R308.1.1 Identification of Multiple Assemblies R311.7.2 Headroom Metal to metal 30 Mull assemblies having individual panes not exceeding 1 square foot (0.09 m) in exposed area shall have at The minimum headroom in all parts ofthe stairway shall not be. less than 6feet 8 inches (2032 mm) measured Porous material (except wood) 50. least one pane in the assembly identified in accordance With Section 8308.1. All other panes in the assembly shal vertically fromthe sloped line adjoininghe tread nosing or fromthe floorsurface of the landing or platform onthat Fiberglass £ be labeled "CPSC 16 CFR 1201" or "ANSI Z97.1" as appropriate. portion of the stairway. 8 R308.2 Louvered Windows or Jalousies EXCEPTION: yvherethe nosing oftreads at the side of a flight extend under the edge of a floor ui opening through which the stair passes, the floor opening shall be allowed to project horizontaly O Regular,float, wired orpatterned glass in jabusies and louvered windows shall be no thinner than normal 3/16 intothe required headroom a maxinum of 43/4 inches (121 mm).. inch (5 mm) and no longerthan 48 inches It 219 mm). Exposed glass edges shall be smooth. Stair, Tread, Handrails, and Guard Rails: N C R308.2.1 Wired Glass Prohibited R311.7.5 Stair treads and risers m Wired glass with wire"exposed on longitudinal edges shall not be used injabusies or louvered Windows. Stair treads and risers shall meet the requirements of this section. For the purposes of this section all dimensions T 7 8308.3 Human Impact Loads and dimensioned surfaces shall be exclusive of carpets, rugs orrunners. Individual glazed areas, including glass mirrors in hazardous locations such as those indicated as defined in 8311.7.5.1 Risers Section R308.4,shall passthe test requirements of Section R308.3.1. The maximum user height shall be 7 3/4 inches (196 mm). The user shat be measured vertically between leading EXCEPTIONS`. edgesof theadjacent treads. The greatest riser height within any flight of stairs shall not exceed the smallest by 1. Lo uvered wind owl andjabusies shall co may with Section 8308.2. mm. Risers hall bevertical orslo ed from the underside of the nosing of the tread above morethan 3/8 inch (9 5 ) s p g 2. Mirrors and other glass panels mounted or hung on a surface that provides a continuous backing support. atan angle not more than 30 degrees (0.51 rad) from the vertical. Open risers arepermtted provided thatthe 3. Glass unit masonry complying with SectionR607. openings located morethan 30 inches (762 mm), as measured vertically, to thefbor orgrade below do notpermit fie passage of a 44nch-diameter (102mm) sphere. 8408.4 Hazardous Locations Exceptions: The locations specified in Sections R308.4.1 through R308.4.7shall be considered to be specific hazardous 1. The opening between adjacent treads is not limited on spiral stairways. locations for the purpose ofglazing. 2. The riser height of spiral stairways shall be in accordance with Section M11.7.10.1. R308.4.1 Glazing In Doors R311.7.5.2 Treads Gazing in fixed and operable panels of swinging, siding and bifold doors shall be considered to be a hazardous The minimum tread depth shall be 10 inches (254 mm). The tread depth shall be measuredhorizontally between location. the vertical planes of the foremost projection of adjacent treads and at a right angle to the tread's leading edge. The greatest tread depth within any flightofstairs shall not exceed the smallest by more than 3/8inch(9.5 mm).. EXCEPTIONS: 1. Glazed openings of a size through which a3inch-diameter (76 mm) sphere is unable to pass. 8311.7.5.2.1 Wender treads 2. Decorative glazing. Winder treads shall have a minimum tread depth of 10 aches (254 mm)measured between the vertical planes of 8308.4.2 Glazing Adjacent Doors theforemost projection ofadjacent treads at the intersections with the wakline. Winder treads shall have Glazing in an individualfixedor operable pang door shall be considered location toan minimum tread depth of6 inches (152 mm) at anypointwithin the clear Width ofthe stair. Wthin any fight of stairs, the largest Winder tread depth at the walkine shall notexceed the smallest Winder tread by morethan 3/8 Inch (9.5 is less thacent the flooror walkousing where the bottom exposed edge of theglazing is less than 60 inches (1524 mm) above the Floor or walking surface 0inches(1 ran) Consistently shaped winders at the walklne shall be allowed within the same fight ofstairs as rectangular and itmeets either ofthefolbwhg condtbns: treads and do not have to be Within 3/8 inch (9.5 mm) ofthe rectangular tread depth. 1. Where the glazing is Within 24 inches (610 mm) of either side ofthe door inthe plane of the door in a closed position. 2. Where the glazing is on awall perpendicular tothe plane of the door in a closed position andwithin 24 Inches 8311.7.8 Handrails (610mm) of the hinge sideofan in -swinging door. Handrails shall be provided on at lea sit one side of each continuous ran of treads or flightwih four or mot risers. EXCEPTIONS: 8311.7.8.1 Height 1. Decorative glazing. 2.Where there is an intervening wall orotherpennanentbamerbetween the docrand the glazing. 3. Where access through the door is to aclosetor storageama 3 feet (914 mm) or less in depth. Glazing in this Handrail height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of ramp application shall comply with Section 8308.4.3. slope,shall be notless than 34 inches (864 mm) and not morethan 38 inches (965mm). 4. Glazing that is adjacent to the fixed panel of patio doors. IXCEP R308.4.3 Glazing in Windows1.The f a 1. The use oof a volute, turnout or starting easing shall be allowed over the lowest tread. 2.Where handrail fittings or bendings are used toprovide continuoustransition betweenflights, transitions at Gbzngnan ind'vidualfoced or operable panel that meets all of thefollowng co ndtions shall be co Inside recta wndertreads,the transition from handrailto guard, or used atthestartofa flight, hazardous location. fie handrail height at the fittings or bendingsshall be perruttedto exceed 38 inches (956 mm), 1. The exposed area of an individual pane is largerthan 9 squarefeet (0.836 In ); 2. Thebottom edge of theglazing is lessthan 18 inches (457 mm) abovethe floor; 8312.1 Guards 3. Thetop edge ofthe glazing is morel 36 inches (914 mm) above the floor; and 4. Oneor morewalking surfaces are Within 36 bhes (914 mm, measured horizontally Guards shall be provided in accordance With Sections 8312.1.1 through R312.1.4. and in a straightline, of theglazing. 8312.1.1 Where required EXCEPTION: 1. Decorative glazing. Guards shall be located along open -sided walking surfaces including stairs ramps and landings, thatare located 2. When a horizontal nal is installed on theaccessible side(s) of glazing 34to 38 inches morethan30 inches (762 Minn) measured verticallyto the floor or gradebelow atany point withn 36 inches (914 (854to965ri above the walking surface.The rail shall becapable ofwithstanding a horizontal load of50pounds mm) horizontally to the edge of the open side. Insectscreening shall notbeconsidered as a guard. per linear foot(730N/m) without contacting the glass and bea minimum of 1.1/2 inches (38 mm) in cross sectional height R312.1.2 Height 3. Outboard panes h insulating glass units and other mutpleglazed panes when the bottom edgeglass is 25feet (7620 mm) or more above grade, a roof,walking surfaces or other horizontal [wthin45degrees (0.79 rad) of Required guards atopen -sided waking surfaces, including stairs, porches, balconies or landings shall be not less horizontal] surface adjacent to the glass exterior. tran42 inches (1067mm) high measured vertically above the adjacentwalking surfaceorthe lineconnecting the Leading edges of the treads. 8308.4.5 Glazing and Wet Surfaces EXCEPTIONS: Glazing in wall., enclosures or fences containing orfacing hottubs, spas,whirpoos, saunas, steam rooms, _1. Guards onthe open sides ofstaim shall have a heightnot lessthan 34 inches (864mm) measured vertically bathtubs, showers and indoor or outdoorswimming pools where thebottom exposed edge of theglazing s less four a line connectingthe leadingedges ofthe treads. than 60 inches (1524 mm) measured vertically above any standing orwalking surfaceshall be considered a 2. Where the top of the guard asp serves as a handrail on the open sides of stairs, thetop ofthe guard shall not n II panes in multiple glazing. hazardous location. This shall apply to single glazing and a p n P 9 9 be less tha n34 inches (864 mm) and not more than 38 inches (965 mm) measured vertically from a line EXCEPTION: Glazin that s more than 60 inches 1524 mm measured horizontal and in a strait htline, from C 9 ( )� Y 9 connecting the leading edges of the treads. the water's edge of a bathtub, hot tub, spa, whirlpool, or swimming pool or from the edge of a shower, sauna or P312.1.3R312.1.3 Openingl limitations steam room. R308.4.6 Glazing Adiacent Stairs and Ramps Required guards shall not have openingsfrom the walking surface tothe required guard height which allow passageofa sphere 4 inches (102 mm) ind'emeter. - Gazing wherethe bottom exposed edge ofthe glazing is less than 36 inches (914 corn) above the plane of the adjacent walking surface of stairways, landing between flights of stairs and ramps shall be considered to be a Exceptions: hazardous location. 1.The triangular openings at the open side of stair,formed bytheriser, tread and bottom rail ofa guard, shal not allow passage ofa sphere 6inches (153 mm) indiameter. EXCEPTIONS: 2. Guards onthe open sideofstairs shall not have openings which allow passageofa sphere 43/8 inches (111 1. When a rail is installed onthe accessible sides(s) of theglazing 34 to 38 (864 to 965 mm) abovethe waking mm) in diameter. surface. The rail shall becapable ofwithstanding a horizontal load of50pounds per linearfoot(730 Num) without contacting the glass and have a cross-sectional height of not less than 1 1/2 inches (38 mm) 8303.9 Required "Heatin4 in cross sectional height 2. Glazhg 36inches (914 mm) ormore measured horizontally from thewalking surface. When Table 60'F(16'C),every@toll ided 8308.4.7 Glazing Adiacentto thebottom Stair Landing 14mm)be iesc able of maiturem minimumte templowerature oint3 feet( With heating faculties cap ab t=, of maintaininga minimum temps ratureof 68'F(20'C)ata point3feet (914 mm) wthhehing facilities Gazing adjacentto the landing at the bottom ofthestairway where the glazing is less than 36 inches (914 mm) wove thefloor and2 feet(610 mm) from exteriorwalls in all habitable rooms atthedesign temperature, The installation of one or more portable space heaters shall not be used to achieve compliance with this section. above the landing and within a 60 inch (1524 mm) horizontal arc less than 180 degrees from the bottom tread nosing shall be considered to be a hazardous location. NOTE: See section R301.1.1.1. for limited-desiy owner -built rural dwelling. EXCEPTION: Theglazing is protectedby@guard complyingwith Section R312 andthe plane of the glass is more than 18 inches (457 mm) from the guard. Means of Egress: R311.1 Means of Egress Dwellings shall be provided With a means ofegress in accordance with this section. The means of egress shall provide acontinuous and unobstructed path ofvertbal and horizontal egress travel from all portions of the dwelling to the required agree door Without requiring travel through a garage. The required egree door shall open directly into a publicway orto a yard or court that opens to a publicway. R311.2 Egress Door Not less than one egress door shal be provided for each dwelling unit. The egress door shat be side -hinged, and shall provide a clear width of not less than 32 inches (813 mm) where measured between the face ofthedoor and E the stop, with the door open 90 degrees (1.57 rad). The clear heightofthedoor opening shall not be less than 78 8 inches (1981 mm) in height measured fromthe top ofthethreshold tothe bottom of the stop. Other doors shall not be required to comply with these minimum dimensions. Egress doors shall be readily openable from inside the 41) dweling wihoutthe use of a key or special knowledge or effort. 0 2 R311 3 Floors and Landings at Exterior Doors W C There shall be a landing or floor on each side ofeach exterior door. The width of each landing shall not be less than the doc rserved. Every landing shall have minimum dimension of 36 inches (914 mm) measured in the @ direction of travel. The slope at exterior landings shall notexceed 1/4 unit vertical in 12 units units horizontal (2 TJ0' percent). EXCEPTION: Exterior balconies less than 60 square feet (5.6 sq.m) and only accessible from adoor are permitted to have a landing less tha n36 inches (914 mm) measured in the direction oftravel. R311.3.1 Floor Elevations at the Required Egress Doors Landings or finished floors at the required egress door shall not be more than 1 1/2 inches (38 mm) lower than the top of the threshold. EXCEPTION: The landing or floor on the exterior side shall not be more than 7 3/4 inches (196 mm) below the top ofthe threshold provided the door does not swing over the landing or floor. Where exterior landings or floors serving the required egressdoor are not atgrade, they shall be provided With access to grade by means of a ramp in accordancewith Section R311.8 or a stairway in accordance With Section 8311.7. 2016 California Residential Code: Smoke and Monoxide Detection: R314.1 General Smoke alarms shall comply with NFPA72 and Section R314. R314.1.1 Listings. Smoke alarms shall be listed inaccordancewith UL217. Combination smokeandcarbon monoxide alarms shall be listed in accordancewith UL217 and UL 2034. Systems and components shad be California State Fire Marshal listed and approved in accordance with California Cancer Regulations, Tltk 19, Division 1 for the purpose for which they are installed R314.2 Where required. Smoke alarms shall be provided in accordancewith this section. 11314.21. New construction. Smoke alarms shall be provided in dwelling units. R314.2.2 Alterations, repairs and additions. Where alterations, repairs or additions requiring a permit occur, or where one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit shall be equipped with smoke alarms located as required for new dwellings. Exception: See section R314.6. R314.3 Location. Smoke alarms shall be installed in the following locations: 1.1n each sleeping room. P 9 2. Outside. each separate sleeping area in the immediate vicinity of the bedrooms. p p 9 Y 3. On each additional story of the dwelling, including basements and habitable attics and not Including craw spaces and uninhabitable attics. In dwelling or dweling units with spit levels and without intervening door between the adjacent levels, asmoke alarm installed on the upper level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level. 4. Smoke alarms shall be installed not less than 3 feet (914mm) horizontally from the door or opening of a bathroom that contains a bathtub or shower unless this would prevent placement ofa smoke alarm required by Section R314.3. See Section R314.3.3for specific location requirements. R314.6Power Source Smokealarms shall recieve their primary power from thebuilding wiring provided thatsuch Wiring is served from a commercial sourceand shall beequipped with abattery backup. Smoke alarms With integral strobesthat are not equipped with battery backup shall be connected to an emergency electrical system. Smoke alarms shall emit a signal when batteries are low. Wiring shall be permanent and without a disconnecting switch other than as required for overcurrent protection. EXCEPTIONS: 1. Smoke alarms are permittedto be solely battery operated in exsisting buildings where noconstruction is taking place. 2. Smoke alarms are permittedto be soley battery operated in buildings that are not served from a commercial power source. 3. Smoke alarms are permittedto be solely battery operated in existing areas of buildings undergoing alterations or repairs trial notresultin the removal of interiorwalls or ceiling finishes exposingthe structure, unlessthere is anattic,crawl space ler basement availablewhich could provide accessfor buildingwiring Without the removal of interior finishes. 4. Smoke alarms are permittedto be solely batteryoperated whererepairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, orthe addition or replacement of wind ows or doors, orthe addition of aporch or deck. 5. Smoke alarms are permittedtobe solely battery operated when work is limited to theinstalation, alteration or repairs of plumbing or mechanical systems or the installation, alteration or repair of electrical systems which do notresult in the removal of interiorwall or ceiling finishes exposing the structure. R314.4 Interconnection Where more than one smoke alarm's required to be installedwithin an individual dwelling or sleeping unit, the smoke alarms shall be interconnected'n such amannerthatthe activation ofone alarm will activate all of the alarms in the individual unit. The alarm shall be cleadyaudible in all bedrooms over background noise levels with all intervening doors closed.. EXCEPTIONS: 1. Interconnection is not required n buildings thatarenot undergoing alterations, repairs or construction of any kind. 2. Smoke alarms in existing areas are not required to be interconnected where alterations or repairs do not result in the removal of interior wa t or ceiling finishes exposing the structu re, unless there is an attic, crawl space or basement available which could provide accessfor interconnection without the removal ofinterior finishes. 3. Smoke alarms are not required to be interconnected where repairs or alterations are limited tothe exterior surfaces of dwelings,s uch as the replacement of roofing or siding, or the addition or replacement of windows or doors, or the addition of aporch ordeck 4. Smoke alarms are not required to be interconnected whenwork s limited to installation alteration or raperr s ell of plumbing or mechanical systems piths installation, alteration or repair ofelect tical systems which do not result in the removal ofinteriorwal or ceiling finishes exposing the structure. R315.1 General. Carbon monoxide alarms shall complywith Section R315. R315.1.1 Listings. Carbon monoxide alarms shall be listed in compinncewith UL2034. Combination carbon monoxide and smoke alarms shal be listed in accordance with UL 2034 and UL217. No person shall install market, distribute, offerfor sale, or sell anycarbon monoxide device in the State of California unless the device andinstructons have been approved by the Office of the State Fire Marshal. lit R315.2Where required. Carbon monoxide alarms shall be provided in accordancewith Sections R315.2.1 and 8315.2.2. I. Pursuant to Health and Safety Code Sectbn 17926, carbon monoxide devices shall be crstalled n all existing oWeldng units as required in this section. - R315.2.1R315.2.1 Existing buildings and new constructionand new construction. For existingbuildings and new construction carbon monoxide alarms shall be provided in dmlin un is where 9 � P 9 either or both of the folowng condiflons exist. 1. The dwelling un it contains a fue 1 -fired applance or fireplace. 2. The dwelling unit has an attached garage with an opening that commun icates with the dwelling unit. R315.2.4 Power supply Carbon monoxide alarms shall receive their primary powerfrom the buildingwiring where suchwiring is served from a commercial source and shall be equipped with a battery back-up. Alarm wiring shall bed irectly connected to the perm anent building wiring without a disco nnectng switch other than as required for overcu men protection. EXCEPTIONS: 1. In exisAng dwelling units where there is no commercial power supply, the carbon monoxide alarm maybesolely battery operated. 2. In exstng dwelling units,a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations do not result in the removal ofwall and ceiling finishes. 3. In exsthg dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up where repairs or alterations are limited to the exterior surfaces of dwellings, such as the replacement of roofing or siding, or the addition or replacement of Windows or doors, or the addition of a porch or deck. 4. In existing dwelling units, a carbon monoxide alarm is permitted to be solely battery operated or plug-in with battery back-up when work is limited to the installation, alterationor repair of plumbing or mechanical systems or the installation, alteration ler repair of electrical systems, which do not result in the removal of interior wall or ceiling finishes exposing the structure. 5. Other power sources recognized for use by NFPA720 -_I-i. --. - __... ILII uN r 2016 California Green Building Standards: 4.303.1 Water conserving plumbing foctures and fittings. Section 4.503.1 Fireplaces Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or Plumbing fixtures (Walter closets a nd unnas)and fittings (faucets and showerheads) shat comply with the folowng: pellet stove shall comply with U.S.EPA New Source Performance Standards(NSPS) emission limits as 4303.1.1 Water closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water applicable, and shal have a permanent label indicating they are certified to meet the emission limits closets shall be certfied to the performance criteria of the U.S. E PA WaterSense Specification for Woodstoves, pellet stoves and fireplaces shall also comply With applicable local ordinances. Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two redu ced f b shes and one full flush 4.303.1.2 Urinals. The effective flush volume of urinals, shall notexceed 0.5 gallons per flush. 4.303.1.3 Showerhe ads. 4.303.1.3.1 Single shovverhead. Showerheads shall have a maximum flow rate of not morethan 2.0 gallons per minute at 80 psi. Showemeads shall be certified to the performance cnteria ofthe U.S. EPA WaterSense Specification brShowerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by morethan one showerhead, the combined flow rate of all showerheads and/orothershower outlets controlled by a single valve shat notexceed 2.0 gallons per minute at 80 psi, orthe shower shall be designed to allow only one shower outlet b be in operation ata time. Note: A hand-held shower shall be considered a show erhen d. 4.303.1.4.2 Lavatory faucets in common and public use areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 g allons per minute at 60 psi. 4.303.1.4.3 Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. 4.303.1.4.4 Kitchen faucets.. The ma mm um flow rate of kitchen fau cats shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per mi nute at 60 psi, and must default to a maximum flow rate of 1.8 gn lion s pe r minute at 60 p s I Note: Vvhere complying fa ucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 Standards for plumbing fixtures and fittings. Plumbing fixtures and ftfings shall be installed in accordance wth the ca lifornia Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California numbing Code. The maxim:&C:PC w rate of residential svat�faumts�not�1.2gallons per minute at 60 psi. CGBSC Section 4.3.3.1.4.1Section f Building Maintenance and Operation: 4.410.1 Operation and maintenance manual: At the time of foal inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which includes all of the following sha ll be p la ced h the building: 1. Direction s to t he owner or occupant that the manual shall remain With the building throughout the life cycleofthe structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water -saving devices and systems, FVAC systems photovoltaic s stems electricvehicle chanr ers water-heatin s tems and other mar lencesande ui ment Y I 9 I 9 ys P Pp q- major appliances and equpmenI b. Roof and yard drainage, including gutters and downspouts. a Space conditioning systems tems including condensers and air titers. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource mnsumptlon; including recycle prograrcs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive inpads of an interior relative humidity between 3060 percent and what methods an occupant may use to maintain the relative humiditylevel in that range. 6. Information about water -conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Info rmatio n on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs avalable. 10. A copy of all special inspection verifications required by the enforcing agency or this code. Indoor Air Quality and Exhaust: 4.506.1 Exhaust fans: Mechanical exhaust fans which exhaust directly from bathrooms shall comply With the following 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside t he building TABLE 4.504.1 ADHESIVE VOC LI MITI, 2 Water and Less Exempt Compounds Less Water and Less Exempt Compounds in Grams per Liter ARCH ITECTU RAL APPLI CATIONS vOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Woodflooring adhesive 100 Rubberfbor adhesives 60 Subfloor adhesives 50 Cammictile adhesives 65 VCTand asphat tile adhesives 50 Drywall and panel adhesives 50 Cove base ad hesives 50 Mu tp upose co nstruction a she lives 70 Structural glazing adhesives 100. Single -ply roof membrane adhesives 250 Othe r adhesives not soecifca lily listed 50 SPECT ALTY APPL ICAT[ON S WC LIMIT PVC welling 510 CPVC welding 490 ABS welding 325 Plastic cementwelding 250 Adhesive pri ner for plastic 550 Contact adhesive 80 Specnlpurpose contact adhesive 250 Structural wood merrberadhesve 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS VOC LIMIT Metal to metal 30 Plastic foa ms 50 Porous material (except wood) 50. Wood 30 Fiberglass 80 TABLE 4.504.2 SEALANTVOCLIMITLess Water and Less Exempt Compounds in Grams per Liter Note: For the purposes of this section, a bathroom is a room which contains a bathtub, shower ortub/shower combination. SEAIA NTS VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roofinembrane 450 Other 420 SEALANT PRIMERS VOC LIMIT Architectural Annularspacesaroundppes, electric cables conduits orother openings in sole/bottom plates atexterior walls shall be protected Nonporous 250 Porous 775 Modified bituminous 500 Marinedeck 760 Other 750 1. If an adhesive Is used to bond dissimilar substrates together, the adhesive with the highestVOCcententshall be allowed. 2. For addibnal information regarding methods to measure the VOC content specified inths table,see South Coast Air Quality Management District Rule 1168. 2. Unless functioning as a con-ponent of a whole house ventilation system, fans must be controlled by a humid stat which shall be CURRENT LIMIT readily accessible. Humidistat controlsshall becapableof adjustment between a relative humidity rangeof 50 to 80 percent. 0.05 Note: For the purposes of this section, a bathroom is a room which contains a bathtub, shower ortub/shower combination. 4.504.5 Composite wood products. Section 4.507 Environmental Comfort: Hardwood pywood, particleboard and medium density fiberboard composte wood products used Medium density fiberboard on the Interior orextenorofthe buildingshal meet the req uirements for formaldehyde as specified 4.507.1 Openings. Whole house exhaustfansshal have insulated louvers orooverswhidh close when the fan is off. Coversor nARB's Air Toxics Control Measure for Composite Wood(17 CCR93120 etseq.), byorbeforethe buversshall havea minimum insulation value of R-42 dates specified in those sections, as shown in Table4.504.5. 4.507.2 Heating and air-conditioning system design: TABLE 4.504.5 FORMALDEHYDE LIMITS Heating and air-conditioning systems shall besized; designed and have their equipment selected using the following methods: Maximum Formaldehyde Emissions in Parts per Million 1. The heat loss a nd heat gain is established according to ACCA Manual J, ASH RAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according t o ACCA 29-D Manual D, ASH RAE handbooks or other equivalent design software or methods 3. Select heating and coo ling equipment according. to ACCA 36S Manual S or of her equivalent design software or methods Exception: Use of alter ate design temperatures necessary to ensu re the systems function are acceptable. Section 4.304 0utd o o r Water Use 4.304.1 Outdoorotabtewater use in landscapeareas. P Afte r December 1 , 2015, new residential developments with an aggregate land scape amea equal to O h 0 PRODUCT CURRENT LIMIT Hardwood plywood veneercore 0.05 Hardwood plywood composite core 0.05 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 2 0.13 rgreatert an 50 square feetshall corrplywth one of thefolbwhng options. -1-i U 1. A beat water efficient landscape ordinance or the current California Dept. of Water Resources Water Efficient Landscape V Ord trance (MWELO), whichever is more stringent; or 1. Values in this table are derived from those specified by the California Air Raw urces Board, Air 2. Projectswith aggregate landscape areaslessthan 2,500 square feet may comply with the MWELO's Appendix D Prescriptive Toxics Control Measure for Composite Wood as tested in accordance with ASTM E1333-96(2002). Compliance Option. For additional information, see California Code of Regu lations Title 17, Sections 93120 through W,rn 93120.12. Notes' 1.The Model Water Efficient Landscape Ordinance (MWELO) and supporting documents are available at 2. Th in medium density fiberboard has a maximum thickness of 8 millimeters. ovtw ateruseeffi cie ncy/landscapeord inan cel Mabmum Formaldehyde Emissions in Parts per Million:http:lhvww.water.ca.g 2. A water budget calculator is available at http://www.water.ca.govAvateruseefficiency/landscapeordinance/ O-) VJ Section 4.406 Enhanced Durability and Reduced Maintenance W 4.406.1 Rodent proofing. - LOC:v Annularspacesaroundppes, electric cables conduits orother openings in sole/bottom plates atexterior walls shall be protected against the passage of rodents by closing such openings With cement mortar, concrete masonry ora similar method acceptabb to the O -il enforcing agency. r5 - Section 408.1 Construction waste management. U Recycle and/or so fvage for reuse a minimum of 65 precent of the nonhazardous construction and demolition waste in accordancewith 1 _ ether Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waster management ordinance. Exceptions: () 1. Excavated soil and land -clearing debris. Vi .t. 2. Alternate waste reduction methods developed by working wth local agencies if diversion or recycle faciliss ca pable of compliance With this item do n of exist or are not located masonab y close to the jobsite. 3. The e nforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond co the haul boundaries of the diversion facility. Section 4.410 Building Maintenanceand operation. 4.410.1 Operation and Maintenance manual. At th a the ofthe final inspection, a manual, compact disc, web -based reference or other media a cceptable to th e e nfo rcing agency which includes all ofthefollowing shall be placed in the building: 1. Directionsto the owneror occupantthat the manual shall remain wththe building throughout the life cycle of the structure. � FVIEw ; I M CODE C �,y PLIANCE. n Ipp 0 7 .. . . -s;,;r�' ° _ qtr 'C-r7-�,, ,`kN' Aq-S0C1i-, ti BUTTE COUNTY BUILDING DIVISION PD ___ LH ®esia 00 00 gns Building Plans - Drafting -Design Consulting Doo as ©a (530) 891-1889 0aan 16 Patches Drive Chico,CA 95928 Client Address: W -1-i U V . L C'0 ^a^+ -Wp�^ V W,rn `i i ■. -0 -C: L O) IVI.� Al O-) VJ O(0 co W 0. LOC:v : A>1 W O -il O r5 Cir U E L 1 _ .� r () O Vi .t. 0- I Job Site Location: I Project Information: Drafting By: JL Job Name: Trombley Job #: 1704 1 Q Date: 2/8/17 Date: 5/16/17 Rev #. 00 Authorization By: Sg nature only by: Jason Liebgott ALL IDEAS, DES IGNS AtID',p'LANS REPRESENTED BY THISDRAW11 G ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED: Sheet Title: General Notes GON wwW.LHdesignsHomes.com -1-i U L O ICY)co ' ^ ! CD I O-) VJ O(0 co UI ' ` LOC:v O - E /11 5 05 VV, co f Q 3': CU L JJ M 0- CY) co Project Information: Drafting By: JL Job Name: Trombley Job #: 1704 1 Q Date: 2/8/17 Date: 5/16/17 Rev #. 00 Authorization By: Sg nature only by: Jason Liebgott ALL IDEAS, DES IGNS AtID',p'LANS REPRESENTED BY THISDRAW11 G ARE THE EXCLUSIVE PROPERTY OF LH DESIGNS AND SHALL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSE OF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED: Sheet Title: General Notes GON wwW.LHdesignsHomes.com ro N E 2 N C lar" If 2016 California Mech. Code: Heating and Air: 509.4.1 Attic Access. An attic in which an appliance is insta Ile dshalI be accessible through an open ing and passageway notlessthan as large as the largest component of the appliance, and not less than 22 inches by 30 noble [NFPA 54:9.5.1] 509.4.2. Where the height of the passageway is less than 6feet the distance from the passageway access to the appliance shall not exceed 20 feet measured along the ce Me dine of the passageway. [NFPA54:9.5.1. 11 509.4.3. The passageway she 11 be u no bstructed and shall have solid flooring not less than 24 ncheswide from the entrance opening tot he appliance. [N FPA 54:9.5.1.2 ] 509.4.4 Work Platform: A level working platform not less than 30 inches by 30 inches shall be provided in front of the service side of the a potence. [NFPA54:9.5.2] 509.4.5 Lighting and Convenience Outlet. A per ma ne nt 120 Not receptacle outlet and a Iightn g f at ure sh alI be instal I ad -near the appliance. The switch control ling the Ighting fixture shag be located at thee ntrance to the passageway. [NFPA 54:9.5.3] 510.6.2 Gas Vents. Aga svent shall terminate in accordance vdth one of the to lowing. 1)Above the roof surface with a listed cap or listed roof assembly. Gas vents 12 inches (300 mm)in size or smaller with listed caps shall be permitted to be terminated in accordance with Figure 5-2, provided they are at least 8feet (2.4 m) from a vertical wall or similar obstruction. All other gas vents shat terminate not less than 2feet (0.6 m) above Ih e h ighest point wh ere they passthrough the roof a nd at least 2 feet (0.6 m) h g her t han any po rtb n of a building within 10 feet (3.1 m). R807.1 Attic access. Buildings with combustible ceiling or roof construction shall have an attic access opening to afte areas that exceed 30 sq ua a feet (2.8 m2) and have a ve rtica l he Ohl of 30 i n ches (762 mm) or greater. The ve rtica I height she 11 be measured from the top oft he ceiling framing members to the underside of the roof framing members. The rough -framed opening shall not be less than 22 inches by 30 inches (559 mm by 762 mm) and shall be located in a hallway or other readily accessible location. When located in a wall, the opening shat be a minimum of 22 inches wide by 30 inches high. When the access is located in a ceiling, minimum unobstructed headroom in the attic space shag be 30 inches (762 mm) at some point above the access measured vertically from the bottom of ceiling framing. members. Seethe California Mechanical Code for access requirements where mechanical equipment is located in attics 905.1 Clearance. The installation of cloth es dryers shall comply with the following requirements: (A) Listed Typal clothes dryers shall be instaled with a min inumclearance of sic (6) inches (150mm) from adjacent combustible material. Clothes dryers listed for instal Iat ion at reduced clearances shall be instaIle din accordance with their listing. Typell. clothes dryers installed in closets shall be specifically fist installation. (B) Listed Type2 clothes dryers sh all be installed with clearances of not less than that shown on the marking plate and in the manufacturers inductions. Type2 clothes dryers designed and marked, "For use only in non combustible locations, "Shall not be installed else where. (C) Ungsted clothes dryers shall be installed with clearances to combustible material of not less than eighteen (18) inches (460mm). Combustible floors under unlisted clothes dryers shall be protected in anapproved manner. Water Heaters. 8)8.2 Protection from Seismic Damage. In seismic design categories C, D, E, and F water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping points shall be at points within the upper one-third (1/3)and bwerone-third(1/3) of its vertical dimensions. Atthe lowerpoint, a minimum distance of 4 inches (102 mm) shall be maintained abovethe contras with the strapping. 5)8.14 Installation in Residential Garages: 1) Gas utilization equipment in residential garages and in adjacent spaces that open to the garage and are not part of the living space of a dwelling unit shall be instaled so that al burners and bumer-ignition devices are located not less than 18 inches (450 mm) above thefloor unless listed as flammable vapor ignition resistant. [NFPA 54:9.1.10.1]. 2) Such equipment shag be located or protected so it is not subject to physical damage by a moving vehicle. 6]4.14 Water Heater Connectors: Flexible metallic water -heater connectors orreinforced flexible water heater connectors connecting water heating to the piping systemshall be in compgancewith the appropriate standards listed in Table 14=1. 974.6 Steam Safety and Pressure-Relef Valves. Seam and hot water boilers shall be equipped respectively, with listed orapproved steam safety or pressuretelief valves of appropriate discharge capacity and conforming wth ASME requirements. A shut off valve shall not be placed between the relief valve and the boiler or on discharge pipes between such valves and the atmosphere. (1) Reliefvalves shall be piped to discharge near the floor. (2) The entire discharge piping shall be at leastthesame size as the reliefvalve discharge piping. (3) Discharge piping shall not contain athreaded end connection at its termination point. 510.6.2.1 A Typ e B or a Type L g as ve nt sh all terminate at least five (5) feet (1.5 m in vertical height above the highest connected appliance draft hood or flue collar. [NFPA 54:12.7.2(2) (3 inches diameterdouble wall flue ventwith a minimum vertical length of 5 feet.) 2016 California Plumb. Code: Plumbing Fixture Notes: 401.1 Applicability. This chapter shall govern the materials and installation of plumbing fixtures, including faucets and fixture fittings, and the minimum number of plumbing fixtures required based on occupancy. 401 .2 Quality of Fixtures. Plumbing fixtures shall be constructed of dense, durable, non-absorbent materials and shall have smooth, impervious surfaces, free from unnecessary concealed fouling surfaces. Except as permitted elsewhere in. this code, fixtures shall complywih the quality and design of nationally recognized applicable standards referenced in Table 1701.1. 401.3 Water -Conserving Fixtures and Fittings. Note 1: [BSC, DSA -SS & DSA-SS/CC] Flow rates for specified plumbing fixtures for mandatory nonresidential construction are contained in Chapter. 5, Division 5.3 of the California Green Building Standards Code (Part 11, Title 24, California Code of Regulations - CALGreen). Scoping provisions applicable to nonresidential additions and alterations are contained in Section 301 .3 of CALGreen General Plumbing notes: 603.3.3 Hose Connection Backflow Prevente r. A hose connection backflow preventer consists of two independent check valves with an independent atmospheric vent between and a means of field testing and draining. 606.1 valves. Valves up to and including two (2) inches (501 in size shall be copper alloy or other approved material. Sizes Sizes over two (2) inches (50mm) may have cast-iron or copper alloy bodies. Each gate or ball valve shall be a fullway type wth working parts of non -corrosive material 605.16.1 Copper or Copper Alloy Pipe orTubng to Threaded Pipe Joints. Joints from copper orcopper alloy lope or tubing to threaded pipe shall be made by the use of copper alloy adapter, copper alloy nipple [minimum 6 inches (152 mm)], dialectic fitting, or dielectric union in accordance vdth ASSE 1079. The pint between the copper or copper alloy pipe or tubing and the fitting shall be a soldered, brazed, flared, or pressed joint and the connection between the threaded pipe and the fitting shall be made with a standard pipe size threaded joint. 610.8 Size of Meter and Building Supply Pipe. Using Table 610.4. The size of the meterand the building supply pipe shall be determined as follows: 2) Add orsubtract depending on positive and negative elevation change, 1/2 psi (3.4 kPa) for each foot (305 mm) of difference in elevationbetween such source of supply andthe highestwater supply outlet in the building or on the premises. 3) Use the "pressure range" group within which this pressu re wil fall using Table 610.4_ 4) Selectthe "length" column that is equal to or longer than the required length. 5) Follow down the required by the installation. 6) Having located the proper fixture unit value for the required length, sizes of meter and building supply pipe as found in the two left-hand columns shag be applied. No building supply pipe shall be less than three quarter (3/4) inch(20mm) in diameter. Gas Plumbing notes: 1209.6.1 Capacity. Gas meters shall be selected forthe maximum expected pressure and permissible pressure drop. A) Gas meters shall be located in ventilated spaces readily accessible for examination, reading, replacement, or necessary maintenance.[NFPA 54:5.7.2.1]. B)Gas meters shall not be placed where they will be subjected to damage, such as adjacenttoa driveway; under a frescape, in public passages, halls, or coal bins; or where they will besubject to excessive corrosion or vibration. C) Gas meters shall be located at least 3 feet (0.9 m) from sources of ignition. D) Gas meters shall not be located wh ere th ey will be subjected to extreme temperatures or sudden extreme changes in temperature. Meters shall not be located in areas where they are subjected totemperatures beyond those recommended by the manufacturer. 1209.6.3 Supports. Gas meters shall be supported or connected to rigid piping so as not to exert strain on the meters. Where flexible connectors are used to connecta gas meter to downstream piping at mobile homes in mobile home parks, Hine meter shag be supported by a post or bracket placed in a firm footing or by other means providing equivalent support. 1209.6.4 Meter Protection. Meters shall be protected against overpressure, back pressure, and vacuum where such conditions are anticpated. 1216.3 Required Gas Supply. Where the gas appliances to be installed have not been definitely specified, Table 12-1 may be used as a reference toestimate requirements of typical appliances. To obtain the cubicfeet perhour(Usec.) ofgas required divide input of appliances by the average Btu Watt-hour) heating value per cubic foot (L) ofthegas. The average Btu (Watt-hour) per cubic foot (L) of the gas in the area of the installation may be obtained from the serving gas supplier Fuel Gas Piping Table 1216.2 (27) Q Schad ule40Mobil. Pipe[NFPA �T.ble)I ------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------- ---- ------------------------------------------ MECHANICAL CONSTRUCTION NOTES 1. GAS LINE SIZING ON CONNNECTIONS (BY OTHERS). PRIORTO GAS PIPE INSTALLATION. 2. FIRE SPRINKLERS TO BE REM EWED AND APPROVED UNDER ASEPARATE PERMIT (BY OTHERS). 3. SEE MANUFACTURERS SPECIFICATIONS AND INSTALLATION REQUIREMENTS FOR THE FOLLOWING, STONE VENEER PER ELEVATIONS, GAS FIRE PLACES, FURNACES, AND WATER HEATERS PER OWNER/CONTRACTCHOICE. (BY OTHERS). 4. SEE T-24 REPORT & SHEET CF -R1 FOR ALL DUCTED R -VALUES AND REQUIREMENTS. 5.SEET24REPORT&SHEET CF-R1FORALLA/CANDFURNACE FOR SPECIFICATIONS AND REQUIREMENTS. Gas1 Ur Propane HPressure: 11.0 in w.c e Pressure Drop: 10.5 in. w.c ecific G rank : 1.50 � Y i blended Use Pipe sling betweensingleor second stage(dw, pressxre) regulator andappliance Pipe Size (inch) Nominal 1/2 Inside: 3/4 1. 11/4 2 2 21/2 3 4 Actual ID: 0.622 0.624 1,049 1.390 1.610 2.067 2469 3.068 4.028 Length Ill U L 6" x 12. Job Site Location: (fee) Al Urn - I --gIIIIVIgII- -- 10 291 608 1150 2350 3520 6790 10 800 19 100 39 000 20 200 418 787 1837 2420 4660 7430 13 100 25 800 30 160 336. 632. 1300 1940 3750 5970 10 600 21 500 40 137 287 541 1110 1660 3210 5110 9030 18 400 50 122 255 480 985 1480 2840. 453D 8000 16 300 60 110. 231 434 892 1340 2570 4100 7250 14 800 80 101 212 400 821 1230 2370 3770 8670 13 600 100 94 997. 372 763 1140 2200 3510 6210 12 700 125 89 185 349 716 1070 2070 3290 5820 11 900 150 84 175 330 677 1010 1950 3110 5500 11 200 175 74 155 292 600 899 1730 2760 4880 9950 200 67 140. 255 543 814 1570 2500 4420 9010 250 62 129 243 500 749 1440 2300 4060 8290 300 58 120 227 465 697 1340 2140 3780 7710 350 51 107 371 412 618 1190 1900 3350 6640 400' 46 97 182 373 560 1080 1720 3610 6190 450 42 89 167 344 515 991 1580 2790 5700 500 40 83 156 320 479 922 1470.. 2600 5300 550 37. 76 146 3D0 449 865 1380 2440 4970 600 35 73 138 283 424 817 1300 23DO 4700 650 33 10 10 259 403 776 1240 2190 4460 700 32 E6. 125 257 385 741 1180 2090 4260 750 30 64 120 246 366 709 1130 2000 4080 800 29 61 115 236 354 681 1090 1920 3920 850 28 59 111 227 341 656 1050 1850 3770 900 27 57 107 220 329 634 1010 1790 3540 950 26 55 104 213 319 613 978 1730 3530 1000 25 53 100 206 309 595 948 1640 3120 1100 25 52 97 310 300 578 921 1630 3320 1200 24 50 95 195 292 562 895 1530 3230 1300 23 48 90 185 277 534 850 1500 3070 1400 22 46 86 176 261 509 811 1430 2930 1500 21 44 82 169 253 487 777 1370 3300 1600 20 42 79 162 243 468 746 1320 2590 1700 19 40 76 156 234 451 719 1270 2590 1800 19 39 74 151 223 436 694 1230 2500 1900 18 38 71 145 219 422 672 1190 2420 2000 18 37 69 142 212 409 652 1150 2350 For Sl snits l inch= 25 mm. 1 fool = 304.8 mm 1000 B nosh ihemlal units per hour =0.293 kW, 1 inchwatercdumn=0.249k Pa Table entries are rounded tosigniricaht digits. . ------------------------------------------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------- ---- ------------------------------------------ MECHANICAL CONSTRUCTION NOTES 1. GAS LINE SIZING ON CONNNECTIONS (BY OTHERS). PRIORTO GAS PIPE INSTALLATION. 2. FIRE SPRINKLERS TO BE REM EWED AND APPROVED UNDER ASEPARATE PERMIT (BY OTHERS). 3. SEE MANUFACTURERS SPECIFICATIONS AND INSTALLATION REQUIREMENTS FOR THE FOLLOWING, STONE VENEER PER ELEVATIONS, GAS FIRE PLACES, FURNACES, AND WATER HEATERS PER OWNER/CONTRACTCHOICE. (BY OTHERS). 4. SEE T-24 REPORT & SHEET CF -R1 FOR ALL DUCTED R -VALUES AND REQUIREMENTS. 5.SEET24REPORT&SHEET CF-R1FORALLA/CANDFURNACE FOR SPECIFICATIONS AND REQUIREMENTS. -------------- _T. I� --- •• I'- - Down r --------------- ---------------------- --__ ___ _ _ `-_r#,- Tit 4$ Gas Range ------------- 225,000 BTU Q Ducts in the garage and ducts penetratingthe walls or ceilings separating the dwellingfrom the garage shall be constructed of a mini mum No. 26 gage (0.48 mm) sheet steel or other approved material and shall have no openingsinto the garage Mechanical Layout Plan Scale 1/4'=1'-0" Notes: 1) See T-24 and Sheet CF -R1 for all Mechanical equipment requirments and ducted R -Values 2) See 2016 Mechanical and Plumbing Notes on Sheet G.N. for more information and requirements. 3) Showers and tub/shower combinations shag be provided with individual control[ valves of the thermostatic mixing, pressure balance or combination valve type. CPC section 408.3. 4) Exhaust ducts shall be a min Unum of 4" diameter vented to the outside and equipped with backri raft damper per CIVIC section 504.3.1.Exha ust duct length shall be 14ft maximum with two 90 degree elbows. CMC section 504.3.1.2. 5) Exhaust ducts shall terminate ourside of the bu gding and shag be equipped with back -draft dampers. CMC section 504.5. Q6) Exhaust ducts shall terminate not less than 3feet from a property line and 3 feet from any open ings intothe building. =Section C430.102 mechanicall disconnect within sight of and not over 50 feet from the outdoor AC unit. CECArticle 2 - --`--- ------ -- ----y I -- r , F i In lopt Q ------------------ I - - or � E a s, o 7icls I O , I 12-13as Lin , ----- --- 1 ` J e 1 DIA . - ___ r_______ ---------------------------------------- 1 Gas Valve I � Ati i WATER tic HEATER I Access I I On Demand 200,000 BTU --------------------------------------- , J i , di oI I F Im vIo Slo D I ti i i i l i j 1 i Ir 7 i I 9 G as U n e 1 1/4" DIA. 9' UP ----------I ------------ ___-_---_ ----------------_-"------- ------------------------ Gas Main -- Shut Off 1 Propane Supply Line _ To Propane Tank 10' Away a E a 6 Down _,� - ---, W N e I i ti i I LO id.. <o VJ .Q E Ill U L 6" x 12. Job Site Location: - Al Urn - I --gIIIIVIgII- -- co >S L{) O o � QIn ' V 1 U , C: •E , Z 0- � �t� Q `V L ==IL y L____J t') m Project Information: Drafting By: JL Job Name: Trombley Job #. 1704 N Date: 5/16/17 Rev #. 00 Authorization By: Sgnattre only by: ____ _ _ _ _ m 6' Gas Line 1L2" DIA 10' Down = x ' a ALLIDEAS;DESIGNSANQ PLANS REPRESENTED BY THIS DRAWING ARETHE EXCLUSIVE PROPERTY OF LH __ _ ____ LL NOT BE REPRODUCED WITHOUT _ THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Floor Mechanical 6" x 12" - 6" x 12" 1. - gllllllll IIIVIIIIIII i � ' 1 1 40,600 BTU -------------- _T. I� --- •• I'- - Down r --------------- ---------------------- --__ ___ _ _ `-_r#,- Tit 4$ Gas Range ------------- 225,000 BTU Q Ducts in the garage and ducts penetratingthe walls or ceilings separating the dwellingfrom the garage shall be constructed of a mini mum No. 26 gage (0.48 mm) sheet steel or other approved material and shall have no openingsinto the garage Mechanical Layout Plan Scale 1/4'=1'-0" Notes: 1) See T-24 and Sheet CF -R1 for all Mechanical equipment requirments and ducted R -Values 2) See 2016 Mechanical and Plumbing Notes on Sheet G.N. for more information and requirements. 3) Showers and tub/shower combinations shag be provided with individual control[ valves of the thermostatic mixing, pressure balance or combination valve type. CPC section 408.3. 4) Exhaust ducts shall be a min Unum of 4" diameter vented to the outside and equipped with backri raft damper per CIVIC section 504.3.1.Exha ust duct length shall be 14ft maximum with two 90 degree elbows. CMC section 504.3.1.2. 5) Exhaust ducts shall terminate ourside of the bu gding and shag be equipped with back -draft dampers. CMC section 504.5. Q6) Exhaust ducts shall terminate not less than 3feet from a property line and 3 feet from any open ings intothe building. =Section C430.102 mechanicall disconnect within sight of and not over 50 feet from the outdoor AC unit. CECArticle 2 - --`--- ------ -- ----y I -- r , F i In lopt Q ------------------ I - - or � E a s, o 7icls I O , I 12-13as Lin , ----- --- 1 ` J e 1 DIA . - ___ r_______ ---------------------------------------- 1 Gas Valve I � Ati i WATER tic HEATER I Access I I On Demand 200,000 BTU --------------------------------------- , J i , di oI I F Im vIo Slo D I ti i i i l i j 1 i Ir 7 i I 9 G as U n e 1 1/4" DIA. 9' UP ----------I ------------ ___-_---_ ----------------_-"------- ------------------------ Gas Main -- Shut Off 1 Propane Supply Line _ To Propane Tank 10' Away a E a 6 Down _,� - ---, W I i ti i I Zo ------------ I -OIC C:�vp C-)"aJll_iAr CE a 91 ler 17 t RL31"1"73 t" SSOCIAIIII eS BUTTE COUNTY BUILDING DIVISION APPROVE® LH Design... oo Building Plans -Drafting -Design Consulting 0 O'ol am (530) 891-1889 yam 16 Patches Drive Chico,CA 95928 Client Address: W LO id.. VJ .Q E Ill U L V Job Site Location: Al Urn co >S L{) O o � QIn ' V 1 U LO C: •E 05 Z 0- � �t� Q `V L �l J t') /�y co Project Information: Drafting By: JL Job Name: Trombley Job #. 1704 Date: 2/8/17 Date: 5/16/17 Rev #. 00 Authorization By: Sgnattre only by: Jason Liebgott ALLIDEAS;DESIGNSANQ PLANS REPRESENTED BY THIS DRAWING ARETHE EXCLUSIVE PROPERTY OF LH DESIGNS AND SW LL NOT BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION. ANY UNAUTHORIZED REUSEOF THIS DRAWING SHEET OTHER THAN FOR THE PROJECTAND LOCATION SHOWN IS PROHIBITED. Sheet Title: Floor Mechanical Layout Plan M1 s www.LHdesignsHomes.com GENERAL NOTES: CONCRETE NOTES 1. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2013 1. CONCRETE SHALL CONFORM TO THE APPLICABLE PROVISIONS OF CHAPTER 19 OF THE EDITION OF THE CALIFORNIA BUILDING CODE, 2013 EDITIONS OF THE CALIFORNIA CALIFORNIA BUILDING CODE(CBC), 2013 EDITION. SEE SOILS REPORT/PLANS FOR ANY ELECTRICAL AND FIRE CODES, AND ALL APPENDICES THERETO, CALTRANS STANDARD PLANS SPECIAL INSPECTION REQUIREMENTS PRIOR TO THE PLACEMENT OF CONCRETE. & SPECIFICATIONS, LATEST EDITION. CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING ACCEPTABLE STANDARDS: CONCRETE CONCRETE SHALL BE READY -MIXED AND SHALL CONFORM TO ASTM C94, THE 2. THE CONTRACTOR SHALL PROVIDE WORKMANS COMPENSATION INSURANCE & LIABILITY MAXIMUM -CEMENT RATIO FOR STRUCTURAL CONCRETE SHALL BE PER ACI CHAPTER 4 INSURANCE. 318-1: AND UNINTERRUPTED FOR A MINIMUM MAXIMUM AGGREGATE SIZE -1 1/2 INCHES 3. THE CONTRACTOR SHALL GUARANTEE ALL LABOR AND MATERIAL FOR A MINIMUM OF SLUMP - 4 INCHES PLUS OR MINUS 1 INCH ONE YEAR. 28 DAY COMPRESSIVE STRENGTH -3,000 P.S.I. (FORKLIFT, METAL MAT'L., CEMENT -PORTLAND CEMENT CONFORMING TO ACI 318-11 SEC 3.2 4. THE GENERAL CONTRACTOR SHALL VERIFY ALL THE SITE CONDITIONS AND DIMENSIONS AGGREGATES SHALL CONFORM TO THE LATEST VERSION OF THE CBC. BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE ADMIXTURES WILL NOT BE PERMITTED UNLESS APPROVED BY THE ENGINEER. OF ANY DISCREPANCIES. STATEMENT OF SPECIAL INSPECTIONS: 16. THE DESIGN CONSULTANTS AND THE OWNER SHALL HAVE NO CONTROL OR CHARGE 2. REINFORCING -REINFORCING BARS SHALL BE DEFORMED BARS CONFORMING TO ASTM 5. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY A615 GRADE 60 WITH BAR MARKS LEGIBLY ROLLED INTO THE SURFACE INDICATING THE THROUGHOUT SIMILAR CONDITIONS. SIZE, TYPE OF STEEL AND F. EXPANSION JOINTS - EXPANSION JOINTS SHALL BE FILLED WITH'A PRE -MOLDED FILLER CONFORMING TO ASTM D1751 AND SHALL BE PLACED IN THE CORRECT POSITION YIELD STRENGTH. ALL WELDED REINFORCING BARS SHALL MEET THE REQUIREMENTS OF 6. DETAILS SHOWN ON TYPICAL DETAIL SHEETS SHALL BE USED WHENEVER APPLICABLE, ASTM A706. CONCRETE COVERAGE TO FACE OF REINFORCING BARS, UNLESS OTHERWISE UNLESS OTHERWISE SHOWN. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKE NOTED ON PLANS, SHALL BE: PRECEDENCE OVER TYPICAL DETAILS. SPECIFIC NOTES SHOWN ON THE STRUCTURAL -3 INCHES WHERE CONCRETE IS CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES. NOTES AND DETAILS ON THE -1 1/2 INCHES FOR # 5 OR SMALLER BARS WHERE CONCRETE IS EXPOSED TO EARTH STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. OR WEATHER AFTER THE REMOVAL OF FORMS. BROKEN CONCRETE, STUMPS, ROCKS, DEBRIS, ASPHALT RUBBLE, GARBAGE, ETC. AND -3/4 INCH FOR #11 BARS AND SMALLER IN SLABS AND WALLS WHERE CONCRETE IS 7. ALL CONDITIONS SHOWN OR NOTED AS EXISTING ARE BASED ON BEST INFORMATION NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND. AVAILABLE AT THE TIME OF PREPARATION OF THESE DRAWINGS, NO WARRANTY IS IMPLIED EXPOSURE = C AS TO THEIR ACCURACY. 3. FORMS -FORMS SHALL CONFORM TO THE SHAPE, LINES AND DIMENSIONS SHOWN ON ARE FROM RECORD INFORMATION ONLY AND ARE SHOWN FOR INFORMATION ONLY. THE THE PLANS AND SHALL BE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF MORTAR ABOVE 8. ALL BUILDING MATERIAL SHALL BE NEW MATERIAL, UNLESS OTHERWISE APPROVED OR FINISHED GRADE. FORMS SHALL BE SECURELY BRACED AND HELD IN PLACE. CONCRETE SPECIFIED BY ENGINEER. FOOTINGS BELOW THE FINISHED GRADE MAY BE FORMED. FORMS (AND SOIL THAT UNDERGROUND SERVICE ALERT (USA) AT 811 A MINIMUM OF 48 HOURS IN ADVANCE OF CONCRETE WILL BE PLACED AGAINST) SHALL BE WETTED DOWN JUST PRIOR TO PLACING 9. CONTRACTORS SHALL VERIFY EASEMENTS (PUBLIC OR PRIVATE) FOR SEWER, WATER, CONCRETE. ALL FORMS SHALL BE REMOVED AFTER THE CONCRETE HAS SET. ELECTRICAL, TELEPHONE, CABLE T.V., AND GAS PRIOR TO STARTING CONSTRUCTION. SEISMIC IMPORTANCE FACTOR = 1.0 10. VERIFY ALL UTILITY DATA AND LOCATIONS PRIOR TO ANY WORK. ONSITE UTILITIES 4. WORKMANSHIP - SHALL BE COORDINATED WITH THE APPROPRIATE AGENCY OR UTILITY COMPANY. A. REINFORCING REINFORCING BARS SHALL BE ACCURATELY PLACED AND SECURED AND 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY REQUIREMENTS. SHALL BE SUPPORTED BY CHAIRS, SPACERS OR HANGERS. ALL BAR SPLICES SHALL BE 11. THE DESIGN CONSULTANTS ASSUMES NO RESPONSIBILITY FOR THE PERFORMANCE OF LAPPED A MINIMUM OF 40 BAR DIAMETERS UNLESS OTHERWISE SHOWN., PRODUCTS OR MATERIALS NOT SPECIFIED IN THESE DRAWINGS. STAGGER SPLICES WHEN POSSIBLE. REINFORCING SHALL BE FREE OF ALL LOOSE RUST PROJECT SITE. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGE TO EXISTING OR SCALE. 12. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. WHERE DISCREPANCIES OCCUR NOTIFY THE OWNER'S REPRESENTATIVE FOR CLARIFICATION. B. PLACING - THE CONCRETE SHALL BE PLACED IN A MANNER SO AS TO PREVENT SEPARATION OF THE AGGREGATE AND SHALL BE WELL CONSOLIDATED TO PREVENT THE 13. ACCEPT NO INK OR PENCIL CORRECTIONS TO THESE DRAWINGS WITHOUT THE FORMING OF VOIDS. OWNER'S REPRESENTATIVE INITIAL OR SIGNATURE. THE DESIGN CONSULTANTS SHALL BE HELD HARMLESS FOR ALL CHANGES NOT IN CONFORMANCE WITH THIS PROVISION. C. SLUMP - SLUMP TESTS ARE TO CONFORM TO ASTM C143. 14 ALL USERS OF THESE DRAWINGS AGREE BY USING THESE DRAWINGS TO HOLD THE D. FINISHING - THE TOP OF THE FLOOR SLAB SHALL BE GIVEN A LIGHT BROOM FINISH. 12"'EtCONC. PEDESTAL #3 TIE (X2 0 TOP THEN 12" o/c) - 4 -#d VERT. 3X OR 4X BLOCKING AT PANEL EDGES FOR "BLOCKED" WALL PER °SHEARWALL SCHEDULE" 2x STUD PER PLAN POST PER / PLANEN TITEN HD ANCHOR PER "SHEARWALL SCHEDULE" SIMPSON "CB" D W/ BP BEARING PLATE COLUMN BASE #4 ® 12" o/c HORIZ. PER PLAN 2X OR 3X PT SILL PLATE fN PER "SHEARWALL SCHEDULE" #4 ® 12" o c VERT SEE "DETAIL B" FOR L z REINF. CONC. SLAB PER REBAR NOT CALLED. REINF. CONC. SLAB PER "FOUNDATION PLAN" OUT 0.1' MIN. FOUNDATION PLAN" x u B" EN (VARIES) oN.MIN. MI n 1/2" EXP JOINT 1/2" EXP JOINT i rc 2-14 CONT. ®TOP 3-#4 18 " & AROUND CORNERS WIDTH PER PLAN io LONG. 1q REINF. PER PLAN #4 ® 10" O/C DETAIL A DETAIL C SCALE: NTS SCALE: NTS * SLOPE SLAB PER PLAN * WALL SHEATHING PER "SHEARWALL SCHEDULE" ** DBL REINF. ® SLAB EDGE, CONT. AROUND CORNERS ** SLOPE GARAGE SLAB PER PIAN 2'-9" X 2'-9" X 12" CONC. FTG W/ 4-#4 E/W BOT DESIGN CONSULTANTS HARMLESS FOR ANY AND. ALL WORK THAT DOES NOT CONFORM TO FORMED SURFACES SHALL BE GIVEN A SACK FINISH. ALL VOIDS AND HOLES SHALL BE THE FEDERAL WILLIAM S-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) OF THE REQUIREMENTS AND MINIMUM STANDARDS OF THE C.B.C., ORDINANCES, AND REPAIRED PRIOR TO FINISHING. EXCEEDING 1 1/2 TO 1, CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING ACCEPTABLE STANDARDS: E. CURING IT IS RECOMMENDED THAT THE CONCRETE SLAB WET CURED CONTINUOUSLY 7 ® AND UNINTERRUPTED FOR A MINIMUM OF 7 DAYS SUBSEQUENT TO INITIAL SETUP BEFORE oMry_� 15. THESE DRAWINGS ARE THE PROPERTY OF THE DESIGN CONSULTANTS AND ARE NOT BEING LOADED WITH BUILDING LOADS (FORKLIFT, METAL MAT'L., ETC...). CONTRACTOR IS DETAIL TO BE USED IN PART FOR ANY WORK OTHER THAN THE LOCATION SHOWN HEREON. RESPONSIBLE TO ENSURE THAT SLAB IS SUFFICIENTLY CURED IN THE EVENT OF CONTRADICTION, USE THE MOST STRINGENT SPECIFICATION AND STATEMENT OF SPECIAL INSPECTIONS: 16. THE DESIGN CONSULTANTS AND THE OWNER SHALL HAVE NO CONTROL OR CHARGE BEFORE SERVICE LOADS ARE APPLIED TO SLAB. PURSUANT TO 2016 CBC, PART 2, VOLUME 2, CHAPTER 17 - SPECIAL INSPECTIONS AND TESTS. THIS F. OF AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES FOR ANY SAFETY PRECAUTIONS AND F. EXPANSION JOINTS - EXPANSION JOINTS SHALL BE FILLED WITH'A PRE -MOLDED FILLER CONFORMING TO ASTM D1751 AND SHALL BE PLACED IN THE CORRECT POSITION l b PROGRAMS IN CONNECTION WITH THE WORK. PRIOR TO PLACING CONCRETE. 17. THE CONTRACTOR SHALL COMPLY WITH ALL OF THE APPLICABLE REQUIREMENTS OF G. CONTROL JOINTS - CONTROL JOINTS MAY BE SAW CUT, PREFORMED OR TOOLED. THE FEDERAL WILLIAM S-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) OF CONSTRUCTION JOINTS AND CONTROL JOINTS SHALL DIVIDE SLAB INTO AREAS NOT 1970' AND ANY AMENDMENTS THERETO. CONTRACTOR AGREES THAT HE SHALL ASSUME EXCEEDING 1 1/2 TO 1, CONTRACTOR SHALL SUBMIT LAYOUT PLAN SHOWING PROPOSED SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE CONTROL AND CONSTRUCTION JOINT LOCATIONS. JOINT SPACING OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND SHALL NOT EXCEED 25 FEET IN EITHER DIRECTION. SIMI RIGID SEALANT TO BE PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED METZGER/MCGUIRE "MM -80" OR EQUAL. TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, ® AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, H. SLAB SURFACE- SLAB SURFACE SHALL NOT VARY MORE THAN 3/8":'10' MAXIMUM. REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS oMry_� PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE "PATCHWORK" OWNER, THE ENGINEER OR GOVERNING AGENCY. I. SLAB SECTIONS- SLAB SECTIONS SHOULD BE POURED IN A LIKE DETAIL PATTERN AS MUCH AS PRACTICALLY POSSIBLE. 18. WHERE DIMENSIONS ARE SHOWN ON THE PLANS, THEY SHALL GOVERN OVER SCALE. ®OU IN THE EVENT OF CONTRADICTION, USE THE MOST STRINGENT SPECIFICATION AND STATEMENT OF SPECIAL INSPECTIONS: NOTIFY THE ENGINEER. THE CONTRACTOR SHALL EXERCISE CARE TO PROTECT ADJACENT PROPERTIES DURING HIS OPERATIONS. PURSUANT TO 2016 CBC, PART 2, VOLUME 2, CHAPTER 17 - SPECIAL INSPECTIONS AND TESTS. THIS F. PROJECT DOES NOT REQUIRE ANY SPECIAL INSPECTIONS. 19. THE CONTRACTOR SHALL COMPARE ALL PAGES OF THE PLANS; ANY DISCREPANCIES co SHALL BE REPORTED TO THE ENGINEER PRIOR TO PROCEEDING WITH WORK. ,,I- DESIGN CRITERIA: 20. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR AND SUBCONTRACTORS SHALL REMOVE SURPLUS MATERIALS AND DEBRIS FROM THE SITE. CONTRACTOR SHALL ROOF LIVE LOAD = 20 PSF REMOVE ALL DELETERIOUS MATERIAL FROM SITE INCLUDING BUT NOT LIMITED T0; BROKEN CONCRETE, STUMPS, ROCKS, DEBRIS, ASPHALT RUBBLE, GARBAGE, ETC. AND WIND ANALYSIS, ASCE 7-10: LEGALLY DISPOSE OF ABOVE. BASIC WIND SPEED = 110 MPH EXPOSURE = C 21. LOCATIONS AND ELEVATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN HEREON RISK CATEGORY 2 ARE FROM RECORD INFORMATION ONLY AND ARE SHOWN FOR INFORMATION ONLY. THE DIRECTIONALITY FACTOR = 0.85 CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TOPOGRAPHIC FACTOR = 1.0 TO EXCAVATION AND CONSTRUCTION IN ANY AREA. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT 811 A MINIMUM OF 48 HOURS IN ADVANCE OF EARTHQUAKE DESIGN DATA, ASCE 7-10: ANY EXCAVATION. CONTRACTORS SHALL IMMEDIATELY REPORT ANY DISCREPANCIES IN RISK CATEGORY = II RECORD INFORMATION TO ENGINEER AND DEVELOPER PRIOR TO CONSTRUCTING ANY SEISMIC IMPORTANCE FACTOR = 1.0 WORK. Ss = 0.6215 S1 = 0.2657 22. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY REQUIREMENTS. SITE CLASSIFICATION = "D" SEISMIC DESIGN CATEGORY = "DO 23. CONTRACTOR SHALL PROTECT ALL EXISTING IMPROVEMENTS ON OR ADJACENT TO PROJECT SITE. CONTRACTOR SHALL REPAIR OR REPLACE ALL DAMAGE TO EXISTING IMPROVEMENTS TO THE SATISFACTION OF THE GOVERNING AGENCY OR PRIVATE PROPERTY OWNER INVOLVED. PRELIMINARY 1 INCH NOT FOR CONSTRUCTION TRUSS SIMPSON DTC 0 EACH TRUSS 2 EACH DBL TOP PLATE X -CP SILL PLATE FASTENER (BY HILTI) ® 32" o/c 2X STUD 0 16" o/c CONC. SLAB PER PLAN-� �2X PT SOLE PLATE ;A:. ,. //VA//V//V�/VA//�//\�//VA//V / DETAIL G (WALL TYP) SCALE: NTS NOTES: THIS DETAIL IS FOR INTERIOR NON -LOAD BEARING WALLS; ARCHITECTURAL FINISH & INSULATION NOT SHOWN. 11 3X OR 4X BLOCKING AT PANEL x EDGES FOR "BLOCKED" WALL EN PER "SHEARWALL SCHEDULE" EN 2x STUD PER PLAN TITEN HD ANCHOR PER "SHEARWALL SCHEDULE" 2X OR 3X PT SILL PLATE FN PER "SHEARWALL SCHEDULE" D REINF. CONC. SLAB PER / "FOUNDATION PLAN \ 1 A B C E G H 16'-0' 32'-0' 14'-0' S-3" X 2-3" X 12° 2..p" 9y' THK CONC. FfG W/ #4 A ® 8° o/c E/W BOT. p CONIC. STEPS ------ ---- , -- - 1 ---- �---------- 34'-2" LONG i ___- x+:2° S GRADE BM ------------- fis��ssrd, H 4 sS Ilro & �c'o rGh II L- ---------'t - --- �\I fir ------------11 -- I 2-2k J+ lJ 1 iu - 1 2 N Jp, I,iSSr�20 r�B L- --- - - -- -- ---- -J j11 NDN l�c'o J`�Gjj 1 I W2 H --- -------------- ----------------- --- 1 55.59 O it 1 1 11 Z82O 11 1 �_ 5'-6Yz' 2D'-21¢' Q' 4'-0' 9'-4' _F- I II 11 I .A �i I II 5,520. 1P`rT�o+J, ,ill I B li L_-__ __ X20. CONC. STEP it j l5-1/2" THK CONC. SLAB W/ #4018" -- I 1 11 I W 2 II a/c E/W OVER 2' SAND OVER 6 -MIL II VAPOR BARRIER OVER _______I 2�'. ! 11 II ----- -------------J1 I I 4' PEA GRAVEL (OR COMPACTED f - I 20. v 1 LL _ _ _ _ _ _ _ CLASS II AGG. RASE) I F-------� _-- --- --------J IBJ �1------ -- ------- L J ILL _- __-_' 1 1 2y' S�J9 E 1 1 11 1 1 11 1 2 1 ________________ _ J S 2' 92A I1 I1 11 I s5 - `-�S -- -- c'S__ - _�L'__ �i JJ SS II H2 - ----- - -- ---------- ----- ---_ I I `--------- - I 1' 01 I I1 I I I I1 it i i r � b_----- .. , --------------------- ----� 1 1 v i �lbc% )e-,- 13'-7Y,' 5-1/2" THK CONC. SLAB W/ J4818° W� I rbc' a/c E/W OVER 2' SAND OVER 6 -MIL 1 1 I o VAPOR BARRIER OVER I I I 4- PEA GRAVEL (OR COMPACTED 1 25-6" LONG CLASS 6 AGO. RUSE) GRADE BM C DTOOSIMILAR I I I I I I I I 1 I ----- Ste' ---- 21 01 ■ 5 arc PEN DOLA CIVIL CORPORATION COPWRIGHT 2017, DG NOT REPRODUCE WITHOUT THE EXPRESS CONSENT OF PENDOLA CIVIL COPRORATION \/ \/\\/\\/\\/ //\\/\\\/\\\/\ \w\ ct 2-#4 CONT. ® TOP & AROUND CORNERS J /A' 0) SOL M rn V ® LONG. r O/ oMry_� #4 ® 10" o/c 1R" W W DETAIL B SCALE: NTS ®OU * WALL SHEATHING PER "SHEARWALL SCHEDULE" A B C E G H 16'-0' 32'-0' 14'-0' S-3" X 2-3" X 12° 2..p" 9y' THK CONC. FfG W/ #4 A ® 8° o/c E/W BOT. p CONIC. STEPS ------ ---- , -- - 1 ---- �---------- 34'-2" LONG i ___- x+:2° S GRADE BM ------------- fis��ssrd, H 4 sS Ilro & �c'o rGh II L- ---------'t - --- �\I fir ------------11 -- I 2-2k J+ lJ 1 iu - 1 2 N Jp, I,iSSr�20 r�B L- --- - - -- -- ---- -J j11 NDN l�c'o J`�Gjj 1 I W2 H --- -------------- ----------------- --- 1 55.59 O it 1 1 11 Z82O 11 1 �_ 5'-6Yz' 2D'-21¢' Q' 4'-0' 9'-4' _F- I II 11 I .A �i I II 5,520. 1P`rT�o+J, ,ill I B li L_-__ __ X20. CONC. STEP it j l5-1/2" THK CONC. SLAB W/ #4018" -- I 1 11 I W 2 II a/c E/W OVER 2' SAND OVER 6 -MIL II VAPOR BARRIER OVER _______I 2�'. ! 11 II ----- -------------J1 I I 4' PEA GRAVEL (OR COMPACTED f - I 20. v 1 LL _ _ _ _ _ _ _ CLASS II AGG. RASE) I F-------� _-- --- --------J IBJ �1------ -- ------- L J ILL _- __-_' 1 1 2y' S�J9 E 1 1 11 1 1 11 1 2 1 ________________ _ J S 2' 92A I1 I1 11 I s5 - `-�S -- -- c'S__ - _�L'__ �i JJ SS II H2 - ----- - -- ---------- ----- ---_ I I `--------- - I 1' 01 I I1 I I I I1 it i i r � b_----- .. , --------------------- ----� 1 1 v i �lbc% )e-,- 13'-7Y,' 5-1/2" THK CONC. SLAB W/ J4818° W� I rbc' a/c E/W OVER 2' SAND OVER 6 -MIL 1 1 I o VAPOR BARRIER OVER I I I 4- PEA GRAVEL (OR COMPACTED 1 25-6" LONG CLASS 6 AGO. RUSE) GRADE BM C DTOOSIMILAR I I I I I I I I 1 I ----- Ste' ---- 21 01 ■ 5 arc PEN DOLA CIVIL CORPORATION COPWRIGHT 2017, DG NOT REPRODUCE WITHOUT THE EXPRESS CONSENT OF PENDOLA CIVIL COPRORATION DRAFTING BY: MBC JOB NAME: TROMBLEY RESIDENCE ----- 1 JOB #: TRO1701 `rsr� , DATE: 03/13/2017 22'-0' 23'-0' is' -1' BUTTE COUNTY REV #: 001 v' -u' BUILDING DIVISION EN (SEE "DETAIL B" FOR ARITY) D SHEARWALL CALLOUTS) FKI 2-#4 CONT. 0 TOP #4 ® 12" o/c HORIZ. W & AROUND CORNERS #4I® 12" o/c VERT REINF .CONC. .SLAB PER (STEP SHOWN) EN B. FOUNDATION PLAN" ( NOT DETAIL F (SSTB TYPICAL SCALE: NTS NOTES: SEE SIMPSON CATALOG FOR "Length', "le", AND DETAILS NOT SHOWN. STIRRUP ® 12" o/c 3-#4 T&B-/ 18" , M DETAIL D SCALE: NTS * WALL SHEATHING PER "SHEARWALL SCHEDULE" ** SLOPE PATIO SLAB PER PLAN ■ D F H 1;"ArrmuVLD FOUNDATION PLAN FOR C`rT,`�h-Ns L ,- SCALE: 1/8" = 1' ;10 rtMffrHEW'�.�CWK S/pyz SLAB REINF PER PLAN / F--#4 FOUNDATION NOTES D€ 4) I STAB REINF. PER PIAN 1. FOOTINGS SHALL BE DUG DEEP ENOUGH TO RECEIVE SST624 FCAUFO��P SHEARWALL ANCHORS WITH 3" CLEAR CONCRETE COVER. 2. CONTRACTOR SHALL INSTALL AND LOCATE CRACK CONTROL JOINTS AT ITS OWN DISCRETION, JOINTS ARE NOT SHOWN ON THIS PLAN AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. FOUNDATION ANCHORS SHALL BE INSTALLED WITHIN 10" OF THE END OF SILL PLATES. ANCHORS SHALL BE SPACED AT 6' o/c. MAX. UNLESS \ / 4_#4 NOTED OTHERWISE (SEE "SHEARWALL SCHEDULE"). O I V I L 18 4. THIS PLAN IS NOT BASED ON A GEOTECHNICAL REPORT AND A FOUNDATION PLAN #4 0 18" o/C FOUNDATION SOIL BEARING PRESSURE OF 1000PSF HAS BEEN ASSUMED. 18 IT IS RECCOMMENDED THAT A GEOTECHNICAL ENGINEER BE .EMPLOYED BY THE CLIENT TO ENSURE THAT THIS ASSUMPTION IS CORRECT. 5. FOOTINGS SHALL BE CAST ON UNDISTURBED NATIVE MATERIAL DUG TO A DEPTH OF 12" MIN. BELOW THE LOWEST ADJACENT GRADE. IN CASE OF CONFLICT WITH GEOTECH REPORT, THE GEOTECH REPORT CONTROLS. 6. REINFORCING CONCRETE COVER SHALL BE 2" UNLESS NOTED D E TA I L E OTHERWISE. SCALE: NTS 0.v, ...:t.,. I - ®Urn \w\ ct Acy) 1 J W 0) SOL M rn V ® a r O/ oMry_� U w W W F W O ®OU Z F. _ ® co U ,,I- /1 T... 1.. DRAFTING BY: MBC JOB NAME: TROMBLEY RESIDENCE ----- 1 JOB #: TRO1701 `rsr� , DATE: 03/13/2017 22'-0' 23'-0' is' -1' BUTTE COUNTY REV #: 001 v' -u' BUILDING DIVISION EN (SEE "DETAIL B" FOR ARITY) D SHEARWALL CALLOUTS) FKI 2-#4 CONT. 0 TOP #4 ® 12" o/c HORIZ. W & AROUND CORNERS #4I® 12" o/c VERT REINF .CONC. .SLAB PER (STEP SHOWN) EN B. FOUNDATION PLAN" ( NOT DETAIL F (SSTB TYPICAL SCALE: NTS NOTES: SEE SIMPSON CATALOG FOR "Length', "le", AND DETAILS NOT SHOWN. STIRRUP ® 12" o/c 3-#4 T&B-/ 18" , M DETAIL D SCALE: NTS * WALL SHEATHING PER "SHEARWALL SCHEDULE" ** SLOPE PATIO SLAB PER PLAN ■ D F H 1;"ArrmuVLD FOUNDATION PLAN FOR C`rT,`�h-Ns L ,- SCALE: 1/8" = 1' ;10 rtMffrHEW'�.�CWK S/pyz SLAB REINF PER PLAN / F--#4 FOUNDATION NOTES D€ 4) I STAB REINF. PER PIAN 1. FOOTINGS SHALL BE DUG DEEP ENOUGH TO RECEIVE SST624 FCAUFO��P SHEARWALL ANCHORS WITH 3" CLEAR CONCRETE COVER. 2. CONTRACTOR SHALL INSTALL AND LOCATE CRACK CONTROL JOINTS AT ITS OWN DISCRETION, JOINTS ARE NOT SHOWN ON THIS PLAN AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. FOUNDATION ANCHORS SHALL BE INSTALLED WITHIN 10" OF THE END OF SILL PLATES. ANCHORS SHALL BE SPACED AT 6' o/c. MAX. UNLESS \ / 4_#4 NOTED OTHERWISE (SEE "SHEARWALL SCHEDULE"). O I V I L 18 4. THIS PLAN IS NOT BASED ON A GEOTECHNICAL REPORT AND A FOUNDATION PLAN #4 0 18" o/C FOUNDATION SOIL BEARING PRESSURE OF 1000PSF HAS BEEN ASSUMED. 18 IT IS RECCOMMENDED THAT A GEOTECHNICAL ENGINEER BE .EMPLOYED BY THE CLIENT TO ENSURE THAT THIS ASSUMPTION IS CORRECT. 5. FOOTINGS SHALL BE CAST ON UNDISTURBED NATIVE MATERIAL DUG TO A DEPTH OF 12" MIN. BELOW THE LOWEST ADJACENT GRADE. IN CASE OF CONFLICT WITH GEOTECH REPORT, THE GEOTECH REPORT CONTROLS. 6. REINFORCING CONCRETE COVER SHALL BE 2" UNLESS NOTED D E TA I L E OTHERWISE. SCALE: NTS 0.v, ...:t.,. I - ®Urn SOL M ® a L0 U U ma z W L0 J ED Q ,,I- /1 T... 1.. M DRAFTING BY: MBC JOB NAME: TROMBLEY RESIDENCE ----- 1 JOB #: TRO1701 `rsr� , DATE: 03/13/2017 22'-0' 23'-0' is' -1' BUTTE COUNTY REV #: 001 v' -u' BUILDING DIVISION EN (SEE "DETAIL B" FOR ARITY) D SHEARWALL CALLOUTS) FKI 2-#4 CONT. 0 TOP #4 ® 12" o/c HORIZ. W & AROUND CORNERS #4I® 12" o/c VERT REINF .CONC. .SLAB PER (STEP SHOWN) EN B. FOUNDATION PLAN" ( NOT DETAIL F (SSTB TYPICAL SCALE: NTS NOTES: SEE SIMPSON CATALOG FOR "Length', "le", AND DETAILS NOT SHOWN. STIRRUP ® 12" o/c 3-#4 T&B-/ 18" , M DETAIL D SCALE: NTS * WALL SHEATHING PER "SHEARWALL SCHEDULE" ** SLOPE PATIO SLAB PER PLAN ■ D F H 1;"ArrmuVLD FOUNDATION PLAN FOR C`rT,`�h-Ns L ,- SCALE: 1/8" = 1' ;10 rtMffrHEW'�.�CWK S/pyz SLAB REINF PER PLAN / F--#4 FOUNDATION NOTES D€ 4) I STAB REINF. PER PIAN 1. FOOTINGS SHALL BE DUG DEEP ENOUGH TO RECEIVE SST624 FCAUFO��P SHEARWALL ANCHORS WITH 3" CLEAR CONCRETE COVER. 2. CONTRACTOR SHALL INSTALL AND LOCATE CRACK CONTROL JOINTS AT ITS OWN DISCRETION, JOINTS ARE NOT SHOWN ON THIS PLAN AND ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. FOUNDATION ANCHORS SHALL BE INSTALLED WITHIN 10" OF THE END OF SILL PLATES. ANCHORS SHALL BE SPACED AT 6' o/c. MAX. UNLESS \ / 4_#4 NOTED OTHERWISE (SEE "SHEARWALL SCHEDULE"). O I V I L 18 4. THIS PLAN IS NOT BASED ON A GEOTECHNICAL REPORT AND A FOUNDATION PLAN #4 0 18" o/C FOUNDATION SOIL BEARING PRESSURE OF 1000PSF HAS BEEN ASSUMED. 18 IT IS RECCOMMENDED THAT A GEOTECHNICAL ENGINEER BE .EMPLOYED BY THE CLIENT TO ENSURE THAT THIS ASSUMPTION IS CORRECT. 5. FOOTINGS SHALL BE CAST ON UNDISTURBED NATIVE MATERIAL DUG TO A DEPTH OF 12" MIN. BELOW THE LOWEST ADJACENT GRADE. IN CASE OF CONFLICT WITH GEOTECH REPORT, THE GEOTECH REPORT CONTROLS. 6. REINFORCING CONCRETE COVER SHALL BE 2" UNLESS NOTED D E TA I L E OTHERWISE. SCALE: NTS 0.v, ...:t.,. ENVE SLOCN 2 T NOTE: FOLLOW SIMPSON'S INSTALLATION GUIDELINES FOR "H1" INSTALL. TRUSS TO WALL (,EVEL SCALE: NTS EN m SCI PLY AND ROOF SHEAR -WALL BETWEEN TRUSSES TRUS SCALE: NTS 2X4 OUTLOOK[ 2X4 OUTLOOKE SHEAR -WALL LOCATED UNDER TRUSS TOP—PLATE SPLICE SCALE: NTS 2X4 COL TO BN BLKG @ 24" o/c EN D A-- 2X4 STUD @616" o/c L 2X P PLATE OOKER (X6) G PENDOLA Q.� CIVIL CORPORATION COPYVRIOHT 2017, DO NOT REPRODUCE VITHOUT THE EXPRESS CONSENT OF PENDOLA CIVIL COPRURATION uj SHEARWALL PLAN ® o0� I Lr ��w,/■T/ V VI ® zA La. SCALE: 1/8" = 1' mU 0 U un F— W Z w ® O f0 U QcjU ohm 2X BLK'G IL _O� r � (BEVEL) dam- SHEARWALL SCHEDULE M Cy) HEADER SCHEDULE SHEARWALL NOTES COX W/ 8d NAIL @ 6" o/c EN & 12" o/c FN UNBLOCKED 1. ALL NAILS USED FOR SHEAR NAILING SHALL BE COMMON DIAMETER F I A15/32" 5/8"x / 6" TITEN HD ( THDB6260OHMG) @ 6' o c / H1 4X6 OF NO. 2 AND SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE L SURFACE OF THE SHEATHING. ©15/32" COX W/ 10d NAIL @ 6" o/c EN & 12" o/c FN UNBLOCKED H2 6X8 OF NO. 2 2. MOISTURE CONTENT OF THE FRAMING SHALL NOT EXCEED 19% AT THE TIME OF CONSTRUCTION. EAVE FINISH 5/8"x 6" TITEN HD (THD86260OHMG) ® 5' o/c NOT SHOWN COX W/ 10d NAIL ®6" o/c EN & 12" o/c FN BLOCKED H3 6X10 OF NO. 2 3. GALVANIZED NAILS SHALL BE HOT -DIPPED OR TUMBLED. A15/32" 5/8"x 6" TITEN HD (THD86260OHMG) @ 3' o/c 4. FOUNDATION ANCHOR BOLTS SHALL HAVE A STEEL PLATE WASHER UNDER EACH NUT (TITEN HD) NOT LESS THAN 0.229"X3"X3" IN SIZE. 5. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. MAXIMUM NAIL SPACING AT PANEL EDGES SHALL BE 6" o/c. 6. 2-2X END POSTS (FULL HEIGHT) ARE IN ADDITION TO QUEEN STUD SUPPORTING ADJACENT HEADER. ALL SHEAR WALLS SHALL HAVE A MIN. OF 2-2X (FULL HEIGHT) ENDWALL STUDS UNLESS SHOWN OTHERWISE. 7. SILL PLATES ARE 2X UNLESS NOTED OTHERWISE. 8. SIMPSON "BP" BEARING PLATES SHALL BE USED WITH TITEN HD N A PRE TMID PRELIMINARY FOUNDATION ANCHORS. I INCH FOR CONSTRUCTION 2X4 COL TO BN BLKG @ 24" o/c EN D A-- 2X4 STUD @616" o/c L 2X P PLATE OOKER (X6) G PENDOLA Q.� CIVIL CORPORATION COPYVRIOHT 2017, DO NOT REPRODUCE VITHOUT THE EXPRESS CONSENT OF PENDOLA CIVIL COPRURATION •P uj co _ ® o0� I Lr ��w,/■T/ V VI ® zA La. 0 mU 0 U un F— W Z w ® O f0 U QcjU ohm IL _O� r � •P Z o0� ® zA La. o 0 U un M Z w Lo ohm IL _O� � dam- M Cy) BUTTE COUNTY BUILDING DIVISION P PPIOVED I`OR CODE C 011',0PLIANCE ROOF FRAMING PLAN YUN 01c � SCALE: 1/8" = 1' NOTE: FOLLOW TRUSS MANUF.a •'DS�"CI"SES PLAN 1N CASE OF CONFLICT 2X6 BLKG (TOE -NAIL TO WITH THIS ROOF FRAMING RAFTER W/ 3-8d PLAN. COMMON NAILS EACH END) 2X6 OF N0. 2 RAFTER 0 24" o/c, CONT. OVER SEE "Ridge Vent Detail (3)", SUPPORT ARCH SHEETS FOR DETAILS NOT 2X4 PLATE 0 24" o/c SHOWN. 2X4 PLATE CONT. (NOTCH RAFTER OVER Ila PLATE) BN 1 a EN EN 2X4 BLKG IF J DETAIL B (OVERFRAMING) `-2X4 BLKG 2X4 BLKG ® 24" o/c SCALE: NTS 24" o/c * ROOF DIAPHRAGM (PLYWOOD) PER PLAN MANUF. TRUSS NOTE: FOR NAILS NOT CALLED OUT, USE 2-16d COMMON FOR ® 24" o/c FACE NAILING & 3-8d COMMON FOR TOE -NAILING. 2X TRUSS BLKG (X2) CONT. CS16 STRAP (X2) DETAIL A (RIDGE VENT SCALE: NTS * ROOF DIAPHRAGM (PLYWOOD) PER PLAN DRAFTING BY: MBC. JOB NAME: TROMBLEY RESIDENCE JOB #: TRO1701 DATE: 03/13/2017 REV #: 001 MATTHEW .NO. CIVIL FRAMING PLAN [ I dflh V ilk 1I L'i