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B17-1418 002-630-014
Butte County Department of Development Services PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 www.buttecounty.net/dds PLEASE PRINT CLEARLY Pr n , • C-. . Fax E ,0 Cell uIck 33Z Y1, 6d vcox-, Name C A Mailing Address City �? ` , � State ., � Zip i� PhG5P,, '"� Fax � Gi l ! 67 �A Email Cell CA-se...t CIO License No. Class a J Na Mailing Address' i r- City_� � � State Te>pj ? , � Pbone Fax Email lCell ICA State License No. (Last Name Mailing Add I City (Phone Email First Name Fax Cell Zip APN PERMIT NO: FORM NO DBP -1 SIN NO: Propert Address S 1( -1 1 ` `� City Location must not be in the city limit of Chico, Gridley, Oroville or Paradise, http://gismaps.buttecounty.net/flexviewer/bcdatasearch/index.htmI JPolicy Number (Carrier If hiring other than a licensed contractor, a certificate of worker's compensation must be shown at the time of permit issuance iaEscKl.�ty<c�IK�cN car: vvcK D ;Mobile Home permits (other than installation, foundation, utilities & non-attached structures) are issued by the State. Tell staff if this permit is for a Mobile Home. Click Z ',below to see Manufactured Home Alterations and Permit Guidelines at: htto://www.hcd.ca.aov/codes/mhr)/HCD Phone: (916) 255-2501 Is this a Manufactured/Mobile Home (circle one) Yes / No ,J ti VAL.tJA1;tt.J1`i (Enter ratue of labor, iQC1UCttngr in-cGtefiy plus m'ate4als cha'tcQe Living Area: Garage: IA - Open Area: Covered Area: T TOTAL SQ: r .. Structure Built without permits I 6J.- r-* Proposed Change of Occupancy/Use - Note previous/current use below: Zoning: ' Flood Zone. SRA: YES NO NPDES YES NO ❑ Code Enf: YES ❑ NO ❑ Legal Lot: YES ❑ NO ❑ Occupancy IType Construction Pe mit Tech: Date: 7113 7 01 2- ---------- "When filed, this application and all supporting material beco es sdbject to the California Public Records Act. All public information related to this application is subject to public inspection and w Lble/ posted on the County's website for electronic access. Revilsed 7.20.2015 Page I of I C l./ I NSW GAS PIPING SCHEMATIC COVER SHEET PROJECT: Pool House for Pat and Kathleen Lynch 35 Kirk Way Chico, CA Job # 16-2260 PROJECT DESIGNER: GREGORY A. PEITZ 3 8 3 Lindo Ave. Chico, CA 95926 (530) 894-5719 Gas Piping Schematic prepared by: X RAMIREZ in Sun Designs 3 Samson Ave. ng CA 96021 0)321-7242 i Number: 7 -013 -Lynch Date: ;ust 09, 2017 ONTENTS: Beet Piping Schematic gths, Table 12]6.2(1) CPC, 2016 PIPING /CFM @APPLIANCES Total Section - 1 Outlet - A Outlet - B Outlet - C Outlet - D Outlet - E Outlet - F Cfm Appliance Fireplace Water Heater ---- ---- ---- ---- 146 CFM 29 146 ---- ---- ---- ---- 175 Branch Length (In feet) 65 (Max.) 1 ---- ---- ---- ---- A+B+C+D Branch Dia. (In inches) 1/2 1 ---- ---- ---- ---- ---- PIPING @SECTIONS Section - 1 Section - 2 Section - 3 Section - 4 Section - 5 ---- Outlet (Appliance) A B C D E ---- CFM 29 146 ---- ---- ---- ---- Length (In feet) 1 58 ---- ---- ---- A A+B A+B+C A+B+C+D A+B+C+D+E ---- Totals (CFM) 55 236 ---- ---- ---- ---- Totals Length (In feet) 1 59 ---- ---- ---- ---- Pipe Dia. (In Inches) 1/2 1 ---- ---- ---- ---- Section - 2 Branch - A Section - Branch- B co � o NOTES: The BTU values used in designing the gas pipe schematic are derived from the construction documents or from standard appliance values from table 1208.4.1 CPC 2016 The actual BTU appliance values may change during construction. It is the responsibility of the licensed plumber to check the values used in this design and the actual values installed. Any discrepancy shall be brought to the attention of the Architect / Designer and the person responsible for the gas pipe schematic. If LPG gas is used, the final propane tank installation location may vary from the construction documents. The new location shall made know as per note #2 The licensed plumber that is responsible for the installation of the gas lines shall provide a final gas line schematic drawing if any changes to the attached schematic are made. The new schematic drawing shall be provided to the local building official, Architect / Designer and the person responsible for this gas pipe schematic. Not used CFM =BTU/ 15100 NEW GAS PIPING SCHEMATIC Not to Scale a CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lynch Pool/ Guest House Calculation Date/Time: 11:52, Mon, Jul 10, 2017 Calculation Description: Compliance Input File Name: Lynch Guest House 588.ribd16 BUTTE COUNTTY JUL r SZ017'. DEVELOPMENT SERVICES CF1 R -PRF -01 Page 1 of 6 GENERAL INFORMATION 04 05 pl ?—Iq/7 01 08 Project Name Lynch Pool/ Guest House Proposed Design Compliance Margin Percent Improvement 02 22.11 Calculation Description Residence -6.3% Space Cooling 60.57 03 2.92 Project Location 35 Kirk Way 1.67 1.67 0.00 04 Water Heating City Chico, CA 2.13 05 Standards Version Compliance 2017 06 0.00 Zip Code 95928 103.99 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 08 Climate Zone CZ11 09 Software Version CBECC-Res 2016.2.1 (868) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 12 Project Scope Newly Constructed 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 606 15 Number of Zones 1 16 18 Slab Area (ft2) Addition Cond. Floor Area 606 n/a 17 19 Number of Stories Natural Gas Available 1 Yes 20 Addition Slab Area (ft2) n/a 21 Glazing Percentage (%) 23.7% COMPLIANCE 01 02 03 RESULTS Building Complies with Computer Performance This building incorporates features that require field testing and/or verification by This building incorporates one or more Special Features shown below a certified HERS rater under the supervision of a CEC-approved HERS provider. ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 22.11 23.50 -1.39 -6.3% Space Cooling 60.57 57.65 2.92 4.8% IAQ Ventilation 1.67 1.67 0.00 0.0% Water Heating 19.64 17.51 2.13 10.8% Photovoltaic Offset ---- 0.00 0.00 ---- Compliance Energy Total 103.99 100.33 3.66 3.5% REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Insulation below roof deck • Window overhangs and/or fins Registration Number: 217-P010231854A-000-000-0000000-0000 Registration Date/Time: 2017-07-10 11:57:10 HERS Provider: CaICERTS inc. 7 Report Generated at: 2017-07-10 11:53:26 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 p i " e ole CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lynch Pool/ Guest House Calculation Description: Compliance HERS FEATURE SUMMARY Calculation Date/Time: 11:52, Mon, Jul 101 2017 Input File Name: Lynch Guest House 588.ribd16 CF1R-PRF-01 Page 2of6 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • High quality insulation installation (QII) • IAQ mechanical ventilation Cooling System Verifications: • Refrigerant Charge HVAC Distribution System Verifications: • -- None -- Domestic Hot Water System Verifications: • -- None -- BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 • Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Lynch Pool/ Guest House 606 1 1 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Conditioned Conditioned HVAC System 1 606 9 Water Heater Lwall OPAQUE SURFACES 01 02 03 1 Name Zone Construction Azi Fwall Conditioned R23 BIB Siding Wall ' Bwall Conditioned R23 BIB Siding Wall Rwall Conditioned R23 BIB Siding Wall Lwall Conditioned R23 BIB Siding Wall Ceiling (below attic) 1 Conditioned R38 Ceiling below attic ATTIC 01 02 03 04 Name Construction Type Roof Rise Attic Asphalt Roof (R13) Ventilated 4 Registration Number: 217-P010231854A-000-000-0000000-0000 Registration Date/Time: 20 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lynch Pool/ Guest House Calculation Description: Compliance Calculation Date/Time: 11:52, Mon, Jul 101 2017 Input File Name: Lynch Guest House 588.ribd16 CF1 R -PRF -01 Page 3of6 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 Name Type Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (ft2) U -factor SHGC Exterior Shading 4020 XO Bath Window Fwall (Front -180) 4.0 2.0 1 8.0 0.32 0.25 Insect Screen (default) 2040 SH Window Fwall (Front -180) 2.0 4.0 1 8.0 0.32 0.25 Insect Screen (default) 3068 FR Window Bwall (Back -0) 3.0 6.7 1 20.1 0.32 0.25 Insect Screen (default) 6040 XO Window Bwall (Back -0) 6.0 4.0 1 24.0 0.32 0.25 Insect Screen (default) 8068 SGD Window Rwall (Right -90) 8.0 6.7 1 53.6 0.32 0.25 Insect Screen (default) 6040 XO Window Rwall (Right -90) 6.0 4.0 1 24.0 0.32 0.25 Insect Screen (default) 2030 SH Window Lwall (Left -270) 2.0 3.0 1 6.0 0.32 0.25 Insect Screen (default) OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Construction Name Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up DistL Bot Up Depth Top Up Dist R Bot Up 3068 FR 16 2.3 4.5 20 1 0 0 0 0 15 4 1 0 8068 SGD 6 2.3 16 6 ` 1 6 4 2 0 0 0 0 0 6040 XO 3 2.3 5 20 1 0 0 0 0 0 - 0 0 0 2030 SH 3 2.3 22 7 1 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 Total Cavity Winter Design Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers Under Roof Joists: R-0.0 insul. Cavity/Frame: R -13.0/2x4 • Roof Deck: Wood Siding/sheathing/decking Asphalt Roof (R13) Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O.C. R 13 0.078 • Roofing: Light Roof (Asphalt Shingle) 0 Inside Finish: Gypsum Board Ceilings (below 2x4 Bottom Chord of Truss @ 24 • Cavity/ Frame: R-9.1 /2x4 Btm Chrd R38 Ceiling below attic attic) Wood Framed Ceiling in. O.C. R 38 0.025 • Over Ceiling Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R-23 / 2x6 • Sheathing/ Insulation: Wood R23 BIB Siding Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 23 0.063 Siding/sheathing/decking Registration Number: 217-P010231854A-000-000-0000000-0000 Registration Date/Time: 2017-07-10 11:57:10 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-10 11:53:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lynch Pool/ Guest House Calculation on Date/Time: 11:52, Mon, Jul 10, 2017 Calculation Description: Compliance Input File Name: Lynch Guest House 588.ribd16 CF1R-PRF-01 Page 4of6 Registration Number: 217-P010231854A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-07-10 11:57:10 Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-10 11:53:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lynch Pool/ Guest House Calculation Date/Time: 11:52, Mon, Jul 101 2017 Calculation Description: Compliance Input File Name: Lynch Guest House 588.ribd16 CF1 R -PRF -01 Page 5 of 6 HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Heat Pump System 1 -hers -cool Not Required Not Required Not Required Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRpt 21 0.25 Default 0 Required Registration Number: 217-P010231854A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-07-10 11:57:10 Report Version - CF1 R-05232017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-07-10 11:53:26 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Lynch Pool/ Guest House Calculation Description: Compliance Calculation Date/Time: 11:52, Mon, Jul 10, 2017 Input File Name: Lynch Guest House 588.ribd16 CF1 R -PRF -01 Page 6of6 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Greg Peitz i �r` _j `-Peitz Company: Signature Date: Gregory A. Peitz Architecture 2017-07-10 11:57:10 Address: CEA/HERS Certification Identification (If applicable): 383 Rio Lindo Ave City/State/Zip: Phone: Chico, CA 95926 530-894-5719 RESPONSIBLE PERSON'S DECLARATION STATEMENT certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: ,Cre �e�t� Greg Peitz Company: - Date Signed: Gregory A. Peitz Architecture 2017-07-10 11:57:10 Address: License: 383 Rio Lindo Ave C21283 City/State/Zip: Phone: Chico, CA 95926 530-894-5719 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 217-P010231854A-000-000-0000000-0000 Registration Date/Time: 2017-07-10 11:57:10 HERS Provider: 1091110 ti . f o- Easy to Verify at CaICERTS.com CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05232017-695 Report Generated at: 2017-07-10 11:53:26 r J BUTTE 1045 Twin View Blvd. COUNTY Redding, CA 96003 (530) 244-6335 JUL I'S 20111 (530) 244-1890 fax DEA1E-L0PM1F-,N &SERVICES RUSS ENGINEERING PACKAGE C�C) P t' 7 4 .Mtl* � y.Mr+^�4 �� "• F�ryT �, 1'�. � � 4��� � A e1 nc-� 1` CC �ZCH REPORT NO. ESR — 1311 & ESR- 1988 +► • ` �'t or,. l_,- IN STRICT ACCORDANCE WITH U.B.C, I.B.C, I.R.C., C.B.C. ANSI NATIONAL STANDARDS, LATEST REVISION INSPECTED BY: NATIONAL INSPECTION ASSOCIATION, INC. Quality Systems Management / National Testing P.O. Box 3426 Gillette, WY 82717-3426 Office & Fax (307) 685-6331 If$] 122 1 "S V t 0-- -, JOB # LOCATION: CUSTOMER: Lynch Guest House 171378 Chico Casey Baker ENGINEERED BY: MITEK USA INC. 250 KLUG CIR Corona, CA 92880 (951) 245-9525 (951) 273-0040 fax r I Mi T elt USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 Re: 171378 Lynch Guest House The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Meeks Building Center. Pages or sheets covered by this seal: K3414711 thru K3414714 My license renewal date for the state of California is September 30, 2018. M Q�pFEssroN,�� ZHgp �2cM C 70068 � EXP. 9-30-2018 4>C - \ F �. IF July 10,2017 Zhao, Xiaoming IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job Truss Truss Type Qty Ply Lynch Guest House (loc) I/defl Ud PLATES GRIP TCLL K3414711 171378 Al Common Supported Gable 1 1 n/r 180 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference -(optional) meeKS lumber, reaaing 8.010 s Apr 20 2016 MiTek Industries, Inc. Mon Jul 10 10:33:59 2017 Page 1 ID:_BVGyEiTv_4?pVSC510OAuzGHli-7maPhBMccKDJivDIFG1 UfCxDxW_RCjCFVgk4GCyzVOM -3-0-0 12-0-0 24-0-0 27-0-0 3-0-0 12-0-0 12-0-0 3-0-0 LO 01 Scale: 1/4"=1' 44 = 9 10 11 L1/ t.-, GV GG L 1 LV 5x8 = 24-0-0 24-0-0 Plate Offsets (X,Y)-- (10:0-2-0,Edgel, f31:0-4-0,0-3-01 to 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.40 Vert(LL) -0.09 19 n/r 180 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.12 Vert(CT) -0.21 19 n/r 180 BCLL 0.0 Rep Stress Incr YES WB 0.02 Horz(CT) 0.00 18 n/a n/a BCDL 10.0 Code IBC2015ITP12014 Matrix -S Wind(LL) 0.02 19 n/r 120 Weight: 117 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G OTHERS 2X4 DF No.1 &Btr G REACTIONS. All bearings 24-0-0. BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. (lb) - Max Horz 2=53(LC 11) Max Uplift All uplift 100 Ib or less at joint(s) 28, 29, 30, 31, 32, 25, 24, 23, 22, 21 except 2=-190(LC 12), 18=-189(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 27, 28, 29, 30, 31, 32, 33, 26, 25, 24, 23, 22, 21, 20 except 2=401(LC 1), 18=400(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Corner(3) -3-0-0 to 0-0-0, Exterior(2) 0-0-0 to 12-0-0, Corner(3) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 28, 29, 30, 31, 32, 25, 24, 23, 22, 21 except at=1b) 2=190, 18=189. 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 2, 18. Q�pFESS10Nq4 ZHA0 F�c2 G 70068 0 0� July 10,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall jr building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing M iTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 r Job Truss Truss Type Qty Ply Lynch Guest House (loc) I/defl Ud PLATES GRIP TCLL K3414713 171378 A3 Common 7 1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) meeks lumber, redding 8.010 s Apr 20 2016 MiTek Industries, Inc. Mon Jul 10 10:34:00 2017 Page 1 I D:_BVGyEiTv_4?pVSC510OAuzGHli-bz8ovWNENdLAK3oyozYjCQUOywFgxOiOkKTeoeyzVOL -3-0-0 6-0-0 12-0-0 17-9-4 24-0-0 27-0-0 3-0-0 6-0-0 6-0-0 5-9-4 6-2-12 3-0-0 A r 4 LO 61 Scale: 1/4"=1' 4x6 = 4 3x6 = Oxo 4x4 = 44 = 8-10-10 17-9-4 24-0-0 8-10-10 8-10-10 6-2-12 Plate Offsets (X,Y)-- f2:0-0-2,Edge], f6:0-2-10,Edgel, (9:0-4-0,0-3-01 LO r 0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.39 Vert(LL) -0.08 9-12 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.43 Vert(CT) -0.25 9-12 >844 180 BCLL 0.0 Rep Stress Incr YES WB 0.64 Horz(CT) 0.03 8 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -AS Weight: 99 Ib FT = 20% LUMBER - TOP CHORD 2X4 DF No.1 &Btr G BOT CHORD 2X4 DF No.1 &Btr G WEBS 2X4 DF No.1 &Btr G REACTIONS. (Ib/size) 2=861/0-5-8,8=1076/0-5-8,6=343/0-5-8 Max Horz 2=-53(LC 10) Max Uplift 2=-203(LC 12), 8=-90(LC 12), 6=-160(LC 12) Max Grav 2=861 (LC 1), 8=1076(LC 1), 6=381 (LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1355/255, 3-4=-980/172, 4-5=0/295, 5-6=-25/301 BOT CHORD 2-9=-147/1248, 8-9=-11/547 WEBS 3-9=-461/163, 4-9=-2/600, 4-8=-950/157, 5-8=-377/144 BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied. Rigid ceiling directly applied. NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp C; enclosed; MWFRS (directional) and C -C, Exterior(2) -3-0-0 to 0-0-0, Interior(1) 0-0-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8 except (jt=1b) 2=20306=160. 7) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y2" gypsum sheetrock be applied directly to the bottom chord. QOpFESS1pNq� ZHA� ��c2 J G 70068 9-30-2018 July 10,2017 AWARN/NG - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. R Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 I Job Truss Truss Type Qty Ply Lynch Guest House (loc) I/defl Ud PLATES GRIP TCLL K3414714 171378 A4 GABLE 1 1 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 Job Reference (optional) meeks lumber, redding 8.010 s Apr 20 2016 MiTek Industries, Inc. Mon Jul 10 10:34:02 2017 Page 1 ID:_BVGyEiTv_4?pVSC510OAuzGHli-YLGYJCOUvFbuZMyKwOaBHrZjSjOXP4phBdyltwyzVOJ -3-0-0 , 12-0-0 , 17-9-4 , 24-0-0 , 27-0-0 , 3-0-0 12-0-0 5-9-4 6-2-12 , 3-0-0 LO �1 Scale: 1/4"=1' 44 = 9 10 11 32 31 30 29 28 27 26 25 24 23 22 21 4x12 = 4x4 = 5x8 = Plate Offsets (X,Y)-- f 2:0-2-2,Edgej, f 10:0-2-0,Edgel, X15:0-2-8,0-2-01,[18:0-5-4,0-2-11, f29:0-4-0,0-3-01 N' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.45 Vert(LL) -0.01 20-38 >999 240 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(CT) -0.02 20-38 >999 180 BCLL 0.0 '' Rep Stress Incr YES WB 0.03 Horz(CT) 0.00 21 n/a n/a BCDL 10.0 Code IBC2015/TP12014 Matrix -AS Weight: 125 Ib FT = 20% LUMBER - TOP CHORD BOT CHORD WEBS OTHERS 2X4 DF No.1 &Btr G 2X4 DF No.1 &Btr G 2X4 DF No.1 &Btr G 2X4 DF No.1 &Btr G BRACING - TOP CHORD BOT CHORD Structural wood sheathing directly applied. Rigid ceiling directly applied. REACTIONS. All bearings 18-0-0 except (jt=length) 18=0-5-8, 21=0-3-8, 21=0-3-8. (lb) - Max Horz 2=-54(LC 10) Max Uplift All uplift 100 Ib or less at joint(s) 27, 28, 29, 30, 31, 24, 23, 22, 21 except 2=-182(LC 12), 18=-176(LC 12) Max Grav All reactions 250 Ib or less at joint(s) 26, 27, 28, 29, 30, 31, 32, 25, 24, 23, 22 except 2=397(LC 21), 18=454(LC 1), 21=320(LC 1), 21=320(LC 1), 2=391 (LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 16-21=-317/23 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=4.8psf; BCDL=4.8psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; enclosed; MWFRS (directional) and C -C Exterior(2) -3-0-0 to 0-0-0, Interior(1) 0-0-0 to 12-0-0, Exterior(2) 12-0-0 to 15-0-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 2x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 27, 28, 29, 30, 31, 24, 23, 22, 21 except (jt=1b) 2=182, 18=176, 2=182. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and Y2" gypsum sheetrock be applied directly to the bottom chord. �OVESS10�y�` OQ Z Fti C_ -�' C 70068 :9 30-2018 ;- • �� ' in July 10,2017 777 777 7 77_._7_.777_.._______.-_�.___._��______._ _ _ 77777 7777 -WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. • Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 A4 A3 A3 A3 A3 A3 A3 A3 A2 A2 A2 A2 A2 A2 A2 Al k_nn_nn 0 cm 00:1 2m � On 000 � �z O :�z Baker, Case PLACEMENT ONLY. REFER TO TRUSS y CALCULATIONS AND ENGINEERING PROJECT TITLE: STRUCTURAL DRAWING FOR ALL A FURTHER INFORMATION. BUILDING DESIGNER/ENGINEER OF RECORD , Lynch Guest House ,x ,, JOB No: RESPONSIBLE FOR ALL NON -TRUSS _ - , ����� TO TRUSS CONNECTIONS. BUILDING 1045 Twin View Blvd. DESIGNER/ENGINEER OF RECORD TO DELIVERY A REVIEW AND APPROVE OF ALL Redding, CA 96003 chico DESIGNS PRIOR TO CONSTRUCTION. P 530-244-6335 F 530-244-1890 All designs are property of MEEK'S LUMBER AND HARDWARE. All designs are null and void if not fabricated by MEEK'S LUMBER AND HARDWARE. ni b o I s Numbering System Genera[ Safety Notes PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y 6-4-8 dimensions shown in ft -in -sixteenths Failure to Follow Could Cause Property offsets are indicated. (Drawings not to scale) I I Damage or Personal Injury F-1 Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. L TOP CHORDS diagonal or X -bracing, is always required. See BCSI. 0.1 C1-2 C2-3 2. Truss bracing must be designed by an engineer. For 16 4 wide truss spacing, individual lateral braces themselves WEBS may require bracing, or alternative Tor I X '0 19 p 0 bracing should be considered. 0 U�� 3. Never exceed the design loading shown and never � 0 stack materials on inadequately braced trusses. 0 p4. Provide copies of this truss design to the building For 4 x 2 orientation, locate C7-8 C6-7 C5_6 I F_ designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connectorplates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10. Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR -1311, ESR -1352, ESR1 988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions LATERAL BRACING LOCATION indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the in all respects, equal to or better than that specified. by text in the bracing section of the truss unless otherwise shown. 13. Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. 15. Connections not shown are the responsibility of others. Indicates location where bearings 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 1177-7-1 lumber 17:Z1 18. Use of green or treated may pose unacceptable environmental, health or performance risks. Consult with Industry Standards: project engineer before use. ANSI/TP11: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss Construction. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, is not sufficient. 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 AUGUST 1, 2016 WEB BRACING RECOMMENDATIONS MII-WEBBRACE MiTek USA, Inc. YI B I 10 A MiTek Affiliate 19 MiTek USA, Inc. Page 1 of 1 *Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A MAXIMUM TRUSS WEB FORCE (Ibs.) (See note 7) BRACE 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131"x2.5") FOR 1x4 BRACES, 2-10d (0.131"x 3") FOR 2x3 and 2x4 BRACES, AND 3-10d (0.131'13") FOR 2x6 BRACES. * 2411O.C, 4811O.C, 72" O.C. B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE BAY SIZE FOR CONTINUITY. BRACING MATERIAL TYPE BRACING MATERIAL TYPE BRACING MATERIAL TYPE C A B C D A B C D C D WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. www.sbcindustry.com and www.tpinst.org D '+• tom• '♦ _ . •� : ,,• •r ` 1 ��. .'.' is •i:. 7 .,`.{;. •w. -.n !'./� •.� i.:.� -' ,^-;♦.,.. ;. •' •; ! 111 0 1610 1886 1886 2829 � '!,� •� �}'. ''�>'' IC �{ ,mow .a'..ti�♦. ' -\' 'rl;��. �y ,�.r �'.i;. .:{: ;.\:%.�L'•.'^.' .,"-', -0 12'-0" 1342 1572 1572 2358'` 3143 3143 4715 4715 7074 14 1150 1347 1347 2021 <` � :� =:� `•;;;. }= 'i. -0 •.;....�- •,..:.� -�: -..�� K�•:::;:' .�: ':,: : � .' •r" .t ,= ,V ; :.K' ��, , � •� rti•jt �.L ••♦ 'tom ^ , •• .. ,' 16 �_ t1 1006 1179 1179 1768 ` `'-` 2358 2358 3536 `' ♦r� '' :;;y,,: ; .. :....,:r <:. 1_ 11 18 0 894 1048 1048 1572 ., . ..;.: - ;; ., ;. :� 3143 4715 20-011 805 943 943 1414 ��� '�;' �� �,� 1886 1886 2829 *Bay size shall be measured in between the centers of pairs of diagonals. GENERAL NOTES TYPE BRACING MATERIALS 1. DIAGONAL BRACING IS REQUIRED TO TRANSFER THE CUMULATIVE LATERAL BRACE FORCE INTO THE ROOF AND/OR CEILING DIAPHRAGM. THE DIAPHRAGM IS TO BE DESIGNED BY A QUALIFIED PROFESSIONAL 1 X 4 IND. 45 SP 2. THESE CALCULATIONS ARE BASED ON LATERAL BRACE CARRYING 2% OF THE WEB FORCE. A _OR- 3. DIAGONAL BRACING MATERIAL MUST BE SAME SIZE AND GRADE OR BETTER, AS THE LATERAL BRACE MATERIAL, AND SHALL BE INSTALLED IN SUCH A MANNER THAT IT INTERSECTS WEB MEMBERS 1 X 4 #2 SRB (DF, HF, SPF) AT APPROX. 45 DEGREES AND SHALL BE NAILED AT EACH END AND EACH INTERMEDIATE TRUSS WITH 2-8d (0.131"x2.5") FOR 1x4 BRACES, 2-10d (0.131"x 3") FOR 2x3 and 2x4 BRACES, AND 3-10d (0.131'13") FOR 2x6 BRACES. 4. CONNECT LATERAL BRACE TO EACH TRUSS WITH 2-8d (0.131"X2.5") NAILS FOR 1x4 LATERAL BRACES, 2-10d (0.131'13") NAILS FOR 2x3 and 2x4 LATERAL BRACES, AND 3-10d (0.131"0") FOR 2x6 LATERAL BRACES. B 2 X 3 #3, STD, CONST (SPF, DF, HF, OR SP) 5. LATERAL BRACE SHOULD BE CONTINUOUS AND SHOULD OVERLAP AT LEAST ONE TRUSS SPACE FOR CONTINUITY. 6. FOR ADDITIONAL GUIDANCE REGARDING DESIGN AND INSTALLATION OF BRACING, CONSULT C 2 X 4 #3, STD, CONST (SPF, DF, HF, OR SP) DSB-89 TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES AND BCSI 1 GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES, JOINTLY PRODUCED BY WOOD TRUSS COUNCIL OF AMERICA and TRUSS PLATE INSTITUTE. www.sbcindustry.com and www.tpinst.org D 2 X 6 #3 OR BETTER (SPF, DF, HF, OR SP) 7. REFER TO SPECIFIC TRUSS DESIGN DRAWING FOR WEB MEMBER FORCE. 8. TABULATED VALUES ARE BASED ON A DOL = 1.15 FOR STABILIZERS: FOR A SPACING OF 24" O.C. ONLY, MITEK "STABILIZER" TRUSS BRACING SYSTEMS CAN BE SUBSTITUTED FOR TYPE A, B, C AND D BRACING MATERIAL. DIAGONAL BRACING FOR STABILIZERS ARE TO BE PROVIDED AT BAY SIZE INDICATED ABOVE. WHERE DIAPHRAGM BRACING IS REQUIRED AT PITCH BREAKS, STABILIZERS MAY BE REPLACED WITH WOOD BLOCKING. SEE "STABILIZER" ��r rr.n t•,t•♦ w�tu� twt^t At 1 ATIP\l1 P.1 ttr%r AKIM P\f7^Ml IP•T Qr5Cr`1Mr%A4r1nK1 TRUSS WEB MEMBERS This information is provided as a recommendation to assist in the requirement for permanent bracing of the individual truss web momharc Arlriitinnal hrnrinn may Still he required for the stability CONTINUOUS LATERAL RESTRAINT 2-10d NAILS (SEE NOTE 4) QRpFESS/ . �RRIQ 2 W a S 6332 m EXR 61301208' December 21,2016 I11e 9�N�flt1DED MITEK REFERENCE PAGE M/1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall v -ME building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing rkA i 1 e k is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 AUGUST 1, 2016 MiTek USA, Inc. WM1_F-_1 A 11Ai *Mr Al I T -BRACE / I -BRACE DETAIL Note: T -Bracing / I -Bracing to be used when continuous lateral bracing is impractical. T -Brace / I -Brace must cover 90% of web length. Note: This detail NOT to be used to convert T -Brace / I -Brace webs to continuous lateral braced webs. Nailing Pattern T -Brace size Nail Size Nail Spacing U4 or U6 10d (0.131 11 X 311) 811 O.C. 2x4 or 2x6 or 2x8 16d (0.13111 X 3.511) 811 O.C. Note: Nail along entire (On Two -Ply's length of T -Brace / I -Brace Nail to Both Plies) Nails Nails Web Section Detail -Brace Web -Brace Nails SPACING T -BRACE M I I- T -B RAC E MiTek USA, Inc. Page 1 of 1 Brace Size for One -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 1 x4 (*) T -Brace 1 x4 (*) I -Brace 2x6 1 x6 (*) T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x8 I -Brace Brace Size for Two -Ply Truss Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 T -Brace 2x4 I -Brace 2x6 2x6 T -Brace 2x6 I -Brace 2x8 2x8 T -Brace 2x8 I -Brace T -Brace / I -Brace must be same species and grade (or better) as web member. (*) NOTE: If SP webs are used in the truss, 1x4 or 1x6 SP braces must be stress rated boards with design values that are equal to (or better) the truss web design values. For SP truss lumber grades up to #2 with 1X bracing material, use INfPRE"IA'Ee/Mrace ''.IICC / u I_VI:.V1_.:_uU00 lul IL7Ci� ylal./�`i5`ut.J�ll..`fT Yvll11 -1/%' LJIGVMllj IlIGltilIGi11 uJC"i..l.l `DARNING - Verify design parameters and READ NOTES - rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. MiTek' 250 Klug Circle Corona, CA 92880 AUGUST 1, 2016 L -BRACE DETAIL MII - L -BRACE MiTek USA, Inc. ENGINEERED BY 0 0 A MiTek Affiliate Nailing Pattern L -Brace size Nail Size Nail Spacing U4 or 6 10d (0.131 " X 311) 8" O.C. 2x4, 6, or 8 16d (0.131" X 3.5") 8110.C. Note: Nail along entire length of L -Brace (On Two -Ply's Nail to Both Plies) Nails SPACING L -BRACE Section Detail MiTek USA, Inc. Note: L -Bracing to be used when continuous lateral bracing is impractical. L -brace must cover 90% of web length. L -Brace Size for One -Ply Truss Page 1 of 1 Specified Continuous Rows of Lateral Bracing Web Size 1 1 1 2 2x3 or 2x4 1 1 x4 I *** 2x6 I U6 I *** 2x8 I 2x8 I *** *** DIRECT SUBSTITUTION NOT APLICABLE. Q�pFESS/pN RIQ yc o S 6332 XP. 613012018 rFOFCA1.tiF���' L -Brace Size for Two -Ply Truss �. • Specified Continuous Rows of Lateral Bracing Web Size 1 2 2x3 or 2x4 2x4 *** 2x6 2x6 *** 2x8 2x8 *** *** DIRECT SUBSTITUTION NOT APLICABLE. December 21,2016 ��,.,,,{, rr�w � 3-�lI�IEK �RREiPIffPAGE M/1-7473 rev. 10/03/2015 BEFORE USE. ��L'; " Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 AUGUST 1, 2016 SCAB -BRACE DETAIL MII-SCAB-BRACE MiTek USA, Inc. B o A MiTek Affiliate Note: Scab -Bracing to be used when continuous lateral bracing at midpoint (or T -Brace) is impractical. Scab must cover full length of web +/- 6". *** THIS DETAIL IS NOT APLICABLE WHEN BRACING IS *** REQUIRED AT 1/3 POINTS OR I -BRACE IS SPECIFIED. APPLY 2x SCAB TO ONE FACE OF WEB WITH 2 ROWS OF 10d (0.131" X 311) NAILS SPACED 6" O.C. SCAB MUST BE THE SAME GRADE, SIZE AND SPECIES (OR BETTER) AS THE WEB. Web 2500 lbs MiTek USA, Inc. Page 1 of 1 QROF ESS1pN RICz O aS 6332 rn OF CA���% December 21,2016 Ab- WARN/NGSgoc7BEP)MrMV-4nb,Al�k i25zp��D 6� f� 4�1�1" � K �PA All�� 03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not nV a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall +� building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Wi ffe k" is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI1TP11 Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 0 a AUGUST 1, 2016 Standard Gable End Detail Mil-GE130-SP MiTek USA, Inc. ENGINEERED BY 0 A MiTek Affiliate DIAGONAL BRACE 4'-0" O.C. MAX Typical _x4 L -Brace Nailed To 2x Verticals W/10d Nails spaced 6" O.C. Vertical Stud SECTION B -B TRUSS GEOMETRY AND CONDITIONS SHOWN ARE FOR ILLUSTRATION ONLY. - Diagonal Bracing * - L -Bracing Refer Refer to Section A -A to Section B -B NOTE: 1. MINIMUM GRADE OF #2 MATERIAL IN THE TOP AND BOTTOM CHORDS. 2. CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3. BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 4. "L" BRACES SPECIFIED ARE TO BE FULL LENGTH. GRADES: 1x4 SRB OR 2x4 STUD OR BETTER WITH ONE ROW OF 10d NAILS SPACED 6" O.C. 5. DIAGONAL BRACE TO BE APPROXIMATELY 45 DEGREES TO ROOF DIAPHRAM AT 4'-0" O.C. 6. CONSTRUCT HORIZONTAL BRACE CONNECTING A 2x6 STUD AND A 2x4 STUD AS SHOWN WITH 16d NAILS SPACED 6" O.C. HORIZONTAL BRACE TO BE LOCATED AT THE MIDSPAN OF THE LONGEST STUD. ATTACH TO VERTICAL STUDS WITH (4) 10d NAILS THROUGH 2x4. (REFER TO SECTION A -A) 7. GABLE STUD DEFLECTION MEETS OR EXCEEDS L/240. 8. THIS DETAIL DOES NOT APPLY TO STRUCTURAL GABLES. 9. DO NOT USE FLAT BOTTOM CHORD GABLES NEXT TO SCISSOR TYPE TRUSSES. 10. SOUTHERN PINE LUMBER DESIGN VALUES ARE THOSE EFFECTIVE 06-01-13 BY SPIB/ALSC. 11. NAILS DESIGNATED 10d ARE (0.131" X 3") AND NAILS DESIGNATED 16d ARE (0.131" X 3.511) Vertical Stud (4) - 16d -Nails (2) - 10d Nails into 2x6 SECTION A -A MiTek USA, Inc. Page 1 of 2 DIAGONAL BRACE 16d Nails + Spaced 6" O.C. 2x6 Stud or 2x4 No.2 of better Typical Horizontal Brace Nailed To 2x Verticals 2x%4w/(4)-10d Nails 2x4_ tud PROVIDE 2x4 BLOCKING BETWEEN THE FIRST TWO TRUSSES AS NOTED. TOENAIL BLOCKING TO TRUSSES WITH (2) - 10d NAILS AT EACH END. :NGINEERING ATTACH DIAGONAL BRACE TO BLOCKING WITH CRITERIA (5) - 10d NAILS. (4) - 8d (0.131" X2.5") NAILS MINIMUM, PLYWOOD SHEATHING TO 2x4 STD SPF BLOCK Roof Sheathing Max. NAILS/` (2) - 10d NAILS -_ Virus n.1s @ 24" o.c. Diag. Brace at 1/3 points �s if needed Minimum Stud Size Species and Grade Stud Spacing Without Brace 1x4 L -Brace 2x4 L -Brace DIAGONAL BRACE 2 DIAGONAL BRACES AT 1/3 POINTS Maximum Stud Length 2x4 SP No. 3 l Stu 12" O.C. 4-0-7 4-5-6 6-3-8 8-0-15 12-1-6 2x4 SP No. 3 l Stu 16" O.C. 3-8-0 1 3-10-4 5-5-6 1 7-4-1 11-0-1 2x4 SP No. 3/ Stu 24" O.C. 1 3-0-10 1 3-1-12 4-5-6 1 6-1-5 9-1-15 Diagonal braces over 6'-3" require a 2x4 T -Brace attached to one edge. Diagonal braces over 12'-6" require 2x4 I -braces attached to both edges. Fasten T and I braces to narrow edge of diagonal brace with 10d nails 8" o.c., with 3" minimum end distance. Brace must cover 90% of diagonal length. End Wall / 2x6 DIAGONAL BRACE SPACED 48 O.C. / ATTACHED TO VERTICAL WITH (4) -16d / NAILS AND ATTACHED TO BLOCKING WITH (5) - 10d NAILS. MAX MEAN ROOF HEIGHT = 30 FEET CATEGORY II BUILDING EXPOSURE B or C ASCE 7-98, ASCE 7-02, ASCE 7-05 130 MPH , .,T...n.,�,...wZ.,.,l'-n ./'_8. +Pi �.'W 11 M_ . . .!+�-.t4. DUR I N OF L INCREASE 1 60 N TI F BRA N I EDPAGNMR71 rai -,e -104249 BEFORE USE Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. HORIZONTAL BRACE (SEE SECTION A -A) QROF ESS/p�, RIQ �q�F�� w o S 6332 �� m R 613012018 v � OFCI , A December 21,2016 250 Klug Circle Corona, CA 92880 6i R AUGUST 1, 2016 LATERAL TOE -NAIL DETAIL MII-TOENAIL 0� ® MiTek USA, Inc. NOTES: 1. TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER 0o AND STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END AS SHOWN. 00 2. THE END DISTANCE, EDGE DISTANCE, AND SPACING OF NAILS SHALL BE SUCH AS TO AVOID UNUSUAL SPLITTING OF THE WOOD. 3. ALLOWABLE VALUE SHALL BE THE LESSER VALUE OF THE BOTTOM CHORD SPECIES MiTek USA, Inc. FOR MEMBERS OF DIFFERENT SPECIES. 1KM_KNN_= ENGINEERED BY SQUARE CUT 0 0 1 A MiTek Affiliate SIDE VIEW SIDE VIEW (2x4) (2x3) 3 NAILS 2 NAILS VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (Ib/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity VIEWS SHOVviV tAmr- rum . 45 DEGREE ANGLE BEVEL CUT SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE -----! FAR SIDE NEAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE FAR SIDE NEAR SIDE --i FAR SIDE NEAR SIDE --i FAR SIDE Page 1 of 1 S ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. QROF ESS/pN RILL O W � S 6332 �� m �XP.6/3012018 �OFCA1.1F / SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE December 21,2016 250 Klug Circle Corona, CA 92880 TOE -NAIL SINGLE SHEAR VALUES PER NDS 2005 (Ib/nail) DIAM. SID DF HF SPF SPF -S O .131 88.1 80.6 69.9 68.4 59.7 Z O .135 93.5 85.6 74.2 72.6 63.4 J .162 118.3 108.3 93.9 91.9 [780.2 C6 0 .128 84.1 76.9 66.7 65.3 57.0 Z O J 31 88.1 80.6 69.9 68.4 59.7 LO .148 106.6 97.6 84.7 82.8 72.3 N co 0 .120 73.9 67.6 58.7 57.4 50.1 O .128 84.1 76.9 66.7 65.3 57.0 J o .131 88.1 80.6 69.9 68.4 59.7 M .148 106.6 97.6 84.7 82.8 72.3 VALUES SHOWN ARE CAPACITY PER TOE -NAIL. APPLICABLE DURATION OF LOAD INCREASES MAY BE APPLIED. EXAMPLE: (3) - 16d (0.162" X 3.5") NAILS WITH SPF SPECIES BOTTOM CHORD For load duration increase of 1.15: 3 (nails) X 91.9 (Ib/nail) X 1.15 (DOL) = 317.0 Ib Maximum Capacity VIEWS SHOVviV tAmr- rum . 45 DEGREE ANGLE BEVEL CUT SIDE VIEW (2x3) 2 NAILS NEAR SIDE NEAR SIDE SIDE VIEW (2x4) 3 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE -----! FAR SIDE NEAR SIDE SIDE VIEW (2x6) 4 NAILS NEAR SIDE FAR SIDE NEAR SIDE --i FAR SIDE NEAR SIDE --i FAR SIDE Page 1 of 1 S ON THIS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. QROF ESS/pN RILL O W � S 6332 �� m �XP.6/3012018 �OFCA1.1F / SIDE VIEW (2x6) 4 NAILS NEAR SIDE NEAR SIDE NEAR SIDE NEAR SIDE December 21,2016 250 Klug Circle Corona, CA 92880 F u.. 7 77 „ Im 16 '� kf 74 as , .saisrM bC • d[ A •� t 1' S � � h � .�- � �:. � � �• � � Q Ili ... � '� I � Y O � n wu E E E JE E ENei tr9daAdin a ,t t � . � � •` I7 C7 Lf � 1 O � � r �1 � � � � O ,, `tp >ta � r ,� � A , c � •� bib is Irs 31 115 e to Tr ac y � � '�,'•• .E'er'" , • � ,� �' �, � .i �td � �,,; . s Fw a 6 'a'w4.= A R SII .ir i /) •F.- F .wne, � � � /LLQ � � � � � r � � � ' � •/ 1 1/ V � � �. S. 114 A Redlow �{'/®�.[ •} ., , r• { . ,t B �V!fE " � ■ ° fry LTJ � � � mow,. " �r � .1,�+ �,,, •A � � '� •".� ': w r. ) lel ry fill ir .'."'1 •""' i in .* ^, �p� �_'�+• , i .f: R CCY!! •� �: � P � �{r Ike. ¢ " " ;.4 r -•,,,f .0 '' � ii E �� � � � � � � tai �i � � � �I ^� � f f'"�`, `+ H.••I E 2 .� .I i COsu Lu 96 ft Cot w `' L° E s• �' t3 IRA1 �y M IV yf is , " � ., ..r+.• •:v v vv tt T I i'41 0'p �J sl T 4vT 1 9 1 7�.{➢ j• � � � �'4� " �`��t"*, ..:,1 � O � � ,t s f"� ..'� � � •�,�ae •��tA.Yf�-i>�h;*fT'�°� � �j ' `ii' t<"•.�3.. rt C1/i �'"+.° x"91 } '+'t•:l.' . .r �, �x+.tikw d ''�r .{",'" s• a` r R •� :'xl �'4"d� .:f r% �� .'. �g i.' �. •t �t�'° '` `? � � d `!F `»re ".., i { •�: � e i • � 1 �',+w'd ti � - `� � 3 � � t`� � ,,,,:: �,. � �'�` !4 at �'� � i] � -' s .�".... ` � 1 � r� M' moi• '" � � "'"�""� (;.rw.✓.� � �"}T �" 't Q ... '--__ ...:...__.. � �% � W W ..± �Y�;y�►-a„�➢t } �- . • is � +.,• • e« .r ',.Ir � : � �` � y �,_ , 1 � , ,.,,, o �e fit of e jx 16W = ui W Its i• .,,."'^ t:: t'J K Iri ij ••Rt !" it uj Ile .I+ 1 is I �'^^+,, Li s i ..:. .. .. 4'+�.✓,a..s+w.a',"AS?fL2�R.^a••�ww4rl:%nS.wr'!.•+.s++.!•.+!:.. 3nronwl.w.*y�.wN,• , +rte .wwuy .. y ARCHE C 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 col ` Y': i t J 1. i ta•1 �� �. [. ..; �.. � ��_�� � �. ,{. _r� i' �'.+ t , Z' F. _ � �• .5,. ��. Mr'r ._ i:ara, �. t rye (� (• .� t.-. _ a. �•+a-; ,yam �r .. r. r.. e• �. 4 ,• r•. � �.+r. �. i r:•:: r u c t u r a Calculations IA cin Plo aI SIre° ARc RY q ' q►www,wwr....w..ls�rwr+w.�F+.1''^'r..•-w+.....rw.w-�w�..r-... �... _..�... .._._____.. No. 28 t \ Q RE7 1 D f or: 11 14 JAStructuraMesign Data. - Residential.doc Code used: Floor loading: Roof loadings: Wind loading: Seismic: 2016 California Building Code Live loads: Uninhabitable attics w/o storage: 10psf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load -10lbs/square foot Live loads: 20lbs/SF Dead loads: Typical roof -14 lbs/SF Comp roof Basic 3 -second gust wind speed (mph) 110 Wind importance factor, 1 1.00 Wind exposure category B Internal pressure coefficient, GCpi +/-0.18 Seismic importance factor, l 1.00 Mapped spectral response acceleration; Ss 0.70 SI 0.25 Site .class D Design spectral response coefficients; SDS 0.579 SDI 0.317 Seismic design category D Basic seismic -force -resisting system (s) Bearing gall system - plywood shearwalls Seismic response coefficient (s)., Cs 0.089 Response modification factor(s), R 6.5 Analysis procedure; Equivalent lateral force procedure V f simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category 2 (table 1.5- 1) 2. Basicwindspeed: HOmph (figure26.5-IA) 3. Exposure: B (section26.7) 4. ICzt= 1. 0 5. k = 1. 0 (section 26.8) (figure 2 8.6- 1) 6. Roof slope: 18.43° (4/12) 7. Mean roof height: psf less than 3 0 ft. PS = X Kzt Ps30 Wind Pressures ( eq. 2s.6 -i) Roof internal zone: (-4.12 psf) (.6) _ -2.47 psf Roof end zone: (-7.3 psf) (.6) _ -4.38 psf Wall internal zone: (17.17 psf) (.6) = 10.30 psf Wall end zone: (25.82 psf) (.6) = 15.49 psf L' J U; :_1 C,1 t 30 ID�vcc.�o 1tir-I -ZLI 1 f t t Si 5 i F s I t t i ,1Or f f { r- . '' { / ,r,* ►, t �% �tp �a"'. � �. V � y � .f+F/ �' til..' � t ` � � ` tea"" i � f f � 1 \� • 1 X -.� � 1 YY i t { SHEARWALLS 0MX ply. w/ 8)ds m gat plaster gyp. bd. w/ l ANCHOR BOLTS v 0� (2 (,,-41 C4 Ej GBG specified Y2" (P El )/2" 0 anchor bolts @ A351 RBC 4D RBc-�Is 0 /1/ ( 0.0. 1771 A55's 9 0.0. El NONE REa'D OVERTURNING I G tc�-j / x,12 o.c. AT PALL SUPPORTS, BLOCKED a.b.'s @ b' -O" o.c. w/ min. (2) a.b.'s per wall is adecpate O.G. zl�- #- el - No holdoNn's recL'd El 051(o Holdclov4n Straps to.Rim Joist below F-1 Portal Frame, w/ "Simpson" ST6224 straps post to continous header. from 4x EJ HPU21 SSTE316 @ Single, pour, SSTE320 @ 2 Pour F -I HPU4, SSTE320 @ Single pour, SSTE324 @ 2 Four COLLECTOR / CHORD It % L ck� e� F-1 ( ) 166'5 per top T F-71 G516 strap splices ❑ 5T&224 strap splices O Drag Truss, splice SHEARWALLS Fl F-1 cl:;)xly.pw/ ad's @ gat plaster y ,1 2 o.c. gyp. bd. w/ l AT ALL SUPPORTS, BLOCKED ANCHOR BOLTS Pf� GBG specified Y2" 0 a.b.'s @ 6'-O" o.c. w/ min. (2) a.b.'s per wall is adequate F-1 y2" 0 anchor bo Its @ O.C.- A351 RBC .c. A35/RBC D RE3G's 9 F-1 NONE REa'D OVERTURNING F No holdov4n'5 rec�'d El G516 Holciclov4n Straps to Rim Joist below F-1 Portal Frame, w/ "Simpson" 5T&224 straps from 4x post to continous header. Ot HDU21 5ST516 @ Single, pour, SSTE320 @ 2 Pour ❑ HDU41 55TE320 Single pour, 55TE24 2 Pour COLLECTOR / CHORD F ( ) l6ol's per top g splice C7 G.-516 strap splices j; t. -z y�Fo ❑ 5T&224 strap splices ❑ Drag Tru5s 17 SHEARWALLS {V E t �0' 0000* 017)X lu. w/ ad's @ gat plaster gyp. bd. w/ ANCHOR BOLTS )� l ell ,12 o.c. I ), AT ALL SUPPORTS, BLOCKED [] GBG specified Y2" 0 a.b.'s @ 61-01, O.C. w/ min. (2) a.b.'s per wall is adequate El y2" 0 anchor bolts @ o.c. A351 RBC ❑ RE3Cop's @ 0.0. ❑ A55'rp @ �! � o.c. ❑ NONE REa'P OVERTURNING rr_ Cl10011'r No holdov4n's rec�'d �^ El G516 Holcldov4n Straps to Rim Joi5t below F -I Portal Frame, w/ "Simpson" ST&224 straps from 4x post to continous header. El HDU21 5ST516 @ Single pour, SSTE320 @ 2 Pour ❑ HDU41 55TB20 @ Single pour, 55TE24 @ 2 Poor COLLECTOR / CHORD ❑ ( ) 166's per top g splice ❑ C-516 strap splices 1:1 ST6224 strap splices ❑ Drag Truss It w SHEARWALLS El 171 5 c, 17-1 L v R � = t 0-/- r.- - ("' -* - N A L L 5 D oDxly.pw/ 8d's @ G; gat plaster gyp. bd. w/ ( )@ l ANCHOR BOLTS ,12 O.G. ), AT ALL SUPPORTS, BLOCKED C] GBG specif ied Y2 0 a.b. s @ &'-0" o.c, w/ min. (2) a.b.'s per wa I I is adec�vate 1771 )/:2" 0 anchor bo Its @ o.c. A351 RBC F -I RE30's @ 0.0. C� A35's @ o.c. El NONE REa'D OVERTURNING %� .e � „ � 1 <-i. ! �� �_� �,"� / �.K `x � � � r°,,'� i rt�� � � f ; . t r ��i � �id•.yr 1do.r. e?�'( �/°•�. — (27_4` .._ iG,, �,� \r' rr�i���� .. .�''_ No holcloNn'5 recL'd El C.,516 Holciclov4n Straps to Rim Joi5t below El Portal Frame, w/ "Simpson" ST6224 straps from 4x post to continous header. El HDU21 SSTE316 o Single pour, SSTE320 D 2 Pour El HDU4/ 5ST520 @ Single pour, SSTE324 @ 2 Pour COLLECTOR / CHORD F -I ( ) I&ci'5 per top g splice R G516 strap splices ❑ 5T6224 strap splices ❑ Drag Truss 14 Project: Location: PORCH HEADER Roof Beam [2016 Califomia Building Code(2012 NDS)] 5.5 IN x 11.5 IN x 15.0 FT #1 - Douglas -Fir -Larch - Dry Use Section Adequate By: 46.8% Controlling Factor: Moment DEFLECTIONS Center Live Load 0.12 IN U1469 Dead Load 0.30 in Total Load 0.42 IN U427 Live Load Deflection Criteria: U240 Total Load Deflection Criteria: U180 REACTIONS A psi B CF= 1.00 Live Load 900 Ib 900 Ib Dead Load 2195 IIS 2195 lb Total Load 3095 Ib 3096 Ib Bearing Length 0.90 in 0.90 in BEAM DATA Span Length 15 ft Unbraced Length -Top 0 ft Unbraced Length -Bottom 0 ft Roof Pitch 4 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES #1 - Douglas -Fir -Larch Bending Stress: Shear Stress: Modulus of Elasflciyy: Comp. J-toGrain: Base Values Fb = 1350 psi Cd=1.25 CF= 1.00 Fv = 170 psi Cd=1.25 21.85 in2 E= 1600 ksi Fc - 625 psi Controlling moment: 11609 ft -lb 7.5 ft from left support Created by combining all dead and live loads. Controlling Shear: 3096 lb At support Created by combining all dead and We loads. Adjusted Fb' = 1688 psi Fv` = 213 psi E`= 1600 ksi Fc - -L' = 625 psi Comparisons v ltn required sections: Rhe 'd Provided Section Modulus: 82.55 in3 121.23 in3 Area (Shear): 21.85 in2 63.25 in2 Moment of Inertia (deflection): 293.81 in4 697.07 in4 Moment: 11609 ft -Ib 17048 ft -Ib Shear: 3096 Ib 8960 Ib NOTES, _ - Greg Peitz Home r Gregory A Peitz Architect '1 383 Rio Lindo Ave Chico, CA 95926 StruCalc Version 10.0.1.4 LOADING DIAGRAM L-& 15 ft A ROOF LOADING Side One: Roof Live Load: Roof Dead Load: Tributary Width: Side Two: Roof Live Load: Roof Dead Load: Tributary Width: 7/12/2017 12:14:18 PM LL = 20 psf DL = 15 psf T1lU = 3 ft LL = 20 psf DL = 10 psf TW = 3 ft Wall Load: WALL = 200 pif Non -Snow Roof Loaded Area: RLA = 90 plf SLOPEIPITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 15 ft Beam Self Weight: BSW = 14 plf Beam Uniform Live Load: wL = 120 plf Beam Uniform Dead Load: wD adj = 293 plf Total Uniform Load: WT = 413 plf page of GR GORY A. P IB IT � ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 BUT'T'E COUNTY JUL .1 3 Z01� AEVEi,OPMEXI' SERVICES PROJECT: LA �.��In X001 -4o�,� 65706P I have reviewed the truss submittal for the above project and all loading design criteria have been met. egory A. Peitz chitect BU -17E COUNTY BUILDING DIVISIOPJ APPROVED Butte County Fire Department Fire Prevention Bureau Residential Building Requirements 176 Nelson Ave, Oroville, CA 95965 530.538.7888, 530.538.2105 Fax 530.538.6226 Inspection Line Permit Number: B17-1418 Location: 35 KIRK WAY Parcel Number: 002-630-014 Owner Name: LYNCH TRUST Description: 35 KIRK WAY 4 �• Date: 7/13/2017 By: J M D Sub Type: GUEST HOUSE Phone: To meet the requirements of Government Code section 51182, Butte County Fire department requires a pre -construction inspection to provide the below building and site requirements to the property owner. Your property is located within the Butte County Fire Departments response area and must meet the below requirements: ❑ Public Resources Code 4290 (emergency access, signing/addressing, fuel modification standards) ❑ Public Resources Code 4291 (defensible space) ❑ California Fire Code LPG tank protection ❑ Butte County Improvement Standards Requirements prior to scheduling the pre inspection: Full plan submittal to Butte County Development Services Building Division To request an inspection call 530.538.6226; this is Fire Prevention Bureau's recorded inspectibil line; you will need the information at the top of this page. Inspection request that come through any other phone numbers will cause a delay in processing your permit. :r or authorized agent (contractor) is required to meet inspection requirements. Date: 7/13/2017 I ADr)0(kO-,,.. cowc� DEVELOPMENT SERVICES LYNCH TRUST RE: 002-630-014 Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 Permit No: B17-1418 To meet the requirements of Butte County Code Section 26-12 (available on line at http://municipalcodes.lexisnexis.com/codes/butteco ), one or more of the following may be required before a building permit can be issued for the above referenced project. The construction of curbs, gutters, sidewalks or walkways, public roads, proper access from public roads, and drainage facilities; Dedication of any necessary rights of way; and For commercial or industrial uses or for multiple living uses having three (3) or more living units per parcel, the construction of an enclosure for containers used to hold solid waste and/or recyclable materials for collection. Requirements prior to issuance of building permit: Submit sufficient information to the Land Development Division of the Public Works Department, 7 County Center Drive, Oroville, CA 95965, that demonstrates compliance with County Code Section 26 -12. If construction plans and/or engineering analysis are required, submit information in duplicate in accordance with County Improvement Standards (available on line at http://www.buttecountv.net/pubiicworks/divisions/landdevelopment/impstd.htmI ) with a minimum plan "checking deposit of $690.40. Important Note: If improvements in compliance with County Code Section 26 12 are required, any construction plans and/or engineering analysis must be reviewed and approved by the Land Development Division of the Public Works Department prior to construction of the improvements and the required improvements must be constructed, bonded, or guaranteed with a deposit of an in lieu fee prior to issuance of this building permit. The process can require significant time and must be completed prior to issuance of the building permit. If you have any questions, please contact the Land Development Division at (530) 538 7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. I have read and understand the above requirements: Signature: Date: 7/13/2017 DEVELOPMENT SERVICES Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty.net/dds Oroville, California 95965 F: 530.538.7785 PERMIT APPLICATION DATA SHEET Reference Number: B17-1418 Location: 35 KIRK WAY Parcel Number: 002-630-014 Owner Name: LYNCH TRUST Description: GUEST HOUSE (336), POOL HOUSE (270) COV (90) Date: 7/13/2017 By: JMD Sub Type: GUEST HOUSE Phone: The above permit application has the following Clearances required prior to permit issuance. Please contact each department indicated below regarding specific requirements pertaining to your permit application. YES SEWER DISTRICTS ❑ Thermalito Irrigation District, 410 Grand Avenue, Oroville CA 95965 — 530.533.0740 ❑ LOAPUD, 1960 Elgin Street, Oroville CA 95966 — 530.533.2000 ❑ City of Chico, PO Box 3420, 411 Main Street, Chico CA 95927 — 530.879.6700 PARKS & RECREATION DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Chico Area Recreation District, 545 Vallombrosa, Chico CA 95926 — 530.895.4711 ❑ Durham Park & Recreation District, 9447 Midway, Durham CA 95938 — 530.345.1921 ❑ Feather River Recreaction & Park District, 1875 Feather River Blvd, Oroville CA 95965 — 530.533.2011 ❑ Paradise Parks & Recreation, 6626 Skyway Road, Paradise CA 95969 — 530.872.6393 SCHOOL DISTRICTS (form will be available after plans have been reviewed by building department) ❑ Biggs Unified School District, 300 B Street, Biggs CA 95917 — 530.868.1281 y Chico Unified School District, 1163 East 7th Street, Chico CA 95926 — 530.891.3006 ❑ Durham Unified School District, 4920 Putney Drive, Durham CA 95938 — 530.895.4675 ❑ Gridley School District, 429 Magnolia, Gridley CA 95948 — 530.846.4723 ❑ Marysville School District, 1919 B Street, Marysville CA 95901 — 530.741.6000 ❑ Oroville Elementary School District, 2795 Yard Street, Oroville CA 95966 — 530.532.3000 ❑ Oroville Union High, 2211 Washington Ave, Oroville CA 95966 — 530.538.2300 Ext:105 ❑ Paradise Unified School District, 6696 Clark Road, Paradise CA 95969 — 530..872.6400 OTHER 0 Recorded copy of Agricultural Acknowledgment Statement -See Attached Instructions D City of Biggs Planning Department, 3016 Sixth Street Biggs CA 95917 — 530.868.5447 ❑ FEMA Flood Elevation Certificate (required within 48 hours or permit will be placed on hold until received) ❑ Other: "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Signature of Applicant: 10, Date: 7/13/2017 Butte County Department of Public Works DENNIS SCHMIDT, DIRECTOR LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville, CA 95965 (530) 538 7266 Telephone (530) 538 7171 Fax PUBLIC WORKS National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgment [LESS THAN r Ac�t Reference Number: B17-1418 Date: 7/13/2017 Location: 35 KIRK WAY By: JMD Parcel Number: 002-630-014 Sub Type: GUEST HOUSE Owner Name: LYNCH TRUST Phone: Description: GUEST HOUSE (336), POOL HOUSE (270) COV (90) By signing below, I the project owner/owners' agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. Phased projects that contain multiple site buildouts of less than one acre but when combined with subsequent phases total more than one acre of disturbed soil will require a Construction Storm Water Permit from the State of California Regional Water Quality Board. Signed Title Date 7/13/2017 W • YY rr� Q1 DEVELOPMENT SERVICES Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecounty�net/dds Oroville, California 95965 F: 530.538.7785 NOTICE TO BUILDERS** Before your building permit can be issued, your plans must be checked for compliance with the California Building Codes. In addition, your plans are routed to other regulatory entities including but not limited to Planning, Public Works, Environmental Health, and the California Department of Forestry for their clearances and approvals. There are some things you can do to expedite your permit: - Make sure your application is complete. Be responsive to requests from County departments for any additional materials or requirements. The Building Division places its highest priority on processing building permits as quickly as possible and each day that passes without a complete application adds to processing time. Every permit issued by the Building Official shall expire and become null and void if the work authorized by such permit is not started or completed within one year from the date of issuance of such permit (per Butte County Code Chapter 26, Article 1, Section 263.1). A permit may be renewed (for a fee) prior to expiration a maximum of two (2) times, provided construction progress has been documented by the Building Division during each year during scheduled inspections. No changes may be made in the original plans and specifications for such work. In order to reinstate action on a permit after expiration, the permittee shall pay a new full permit fee and additional plan checking and documentation may be required. Upon completion of work covered by this permit, please contact this office for final inspection. As a reminder to you, it is illegal to occupy this building or any portion of the building for which this permit is issued without a final inspection. EXPIRATION OF PERMIT APPLICATION AND REFUND POLICY** Application for which a permit has not been issued will expire one year after date of application. Refunds may only be made upon written request by the person who originally paid the fees. Refunds for permit applications, if the permit has not issued, but not after 180 days from the date of fee payment. Fees paid at the time of application are for Plan Check and administration. The Plan Check portion of fees is refundable only if the permit is cancelled or withdrawn before any plan checking is done. Building Division costs will be deducted prior to authorizing a refund and a charge to process the refund application will be assessed. The current refund processing fee is $127.00. Refunds on permits (issued) may be requested prior to the expiration of the permit, provided no work has been done pursuant to the permit. An Inspection may be required (and deducted from any refund amount) to determine no work was done. Fee/refund information can be read on-line at http://municipa]codes.lexisnexis.com/codes/butteco/ "When filed, this application and all supporting material becomes subject to the California Public Records Act. All public information related to this application is subject to public inspection and will be posted on the County's website for electronic access. Permit Number: B17-1418 Parcel Number: 002-630-014 Location: 35 KIRK WAY, CHICO Owner Name: LYNCH TRUST Description: GUEST HOUSE (336), Signature of Applicant: Date: 7/13/2017 Phone: POOL HOUSE (270) COV (90) Date: 7/13/2017 DEVELOPMENT SERVICES Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecountmetldds Oroville, California 95965 F: 530.538.7785 PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-1418 Owner's Name: LYNCH TRUST Assessor's Parcel Number: 002-630-014 Date of Application: 7/13/2017 Square Footage Verification At Application: CTo: } 606 U-arage Area p Uo—vere rea 90 en Area 0 191 OR 0 - DEVELOPMENT SERVICES Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Buttecountmetldds Oroville, California 95965 F: 530.538.7785 PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-1418 Owner's Name: LYNCH TRUST Assessor's Parcel Number: 002-630-014 Date of Application: 7/13/2017 Square Footage Verification No Change: NOTES: Verified By: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: Date: At Application: CTo: Living Area 606 U-arage Area p Uo—vere rea 90 en Area 0 191 OR 0 - No Change: NOTES: Verified By: (Plan Check Signature) Confirmed TRAKiT Updated by: Date: Date: 2. 5. 4. 5. 6. MINIMUM EROSION ANIS SEDIMENT MENT CONTROLS FOR PROJECTS D 15TURB I NG LE55 THAN ONE ACRE THE BMP'5 (BEST MANAGEMENT PRACTICES) L15TED BELOW MUST BE IN PLACE AT ALL TIMES THROUGHOUT THE YEAR. THE BMP'5 LISTED ARE MINIMUM REGU I REMENT5 AND ADDITIONAL BMP'5 COULD BE REGU I RED BASED ON S 1 TE CONDITIONS. STABILIZED ENTRY: PROVIDE MINIMUM 5" TO 6" FRACTURED ROCK 50' LONG x 15' WIDE BY 6" DEEP OVER CONSTRUCTION GRADE FABRIC. ALL SOILS TRACKED ONTO PAVED ROADWAYS MUST BE GLEANED ON A DAILY BASIS. WHEN STREETS ARE WET OR DURING A RAIN EVENT THERE SHALL BE NO TRACKING OF SOILS ONTO THE STREET. WATTLE5 SHALL BE INSTALLED PROPERLY, BEHIND CURB OR 51 DEWALK5. ROCK DA05 (MINIMUM 2 PER SIDE) AT ALL DRAIN INLET LOCATIONS WITHIN 150' OF THE PROJECT SITE. INTERNAL FILTERS SHALL BE PLACED I N51 DE EACH DRAIN INLET. TRASH BARS SHALL BE PLACED ACROSS THE BACK OF ALL DRAIN INLETS. STABILIZE ALL DISTURBED 501L5 IN THE FRONT YARD AREAS WITHIN 15' OF THE BACK CURB OR 51DEWALK. (STRAW OR EROSION BLANKETS MAY BE USED FOR TH I5 APPLICATION) STABILIZE ALL SLOPES WHERE EROSION COULD OCCUR AND CAUSE SILT RUN OFF. (STRAW, VI5GUEEN OR EROSION BLANKETS MAY BE USED FOR TH 1 S APPLICATION) ALL PAINT, FUEL, CONSTRUCTION PRODUCTS ETC. SHALL BE STORED IN A COVERED LOCATION AWAY FROM 51DEWALK5 AND STORM DRAIN INLETS. PORTABLE CHEMICAL TOILETS IF PROVIDED ON THE 51TE MUST BE KEPT OFF OF STREETS AND SIDEWALKS AND A LEAST 50' FROM THE NEAREST STORM DRAIN. ALL TRASH MUST BE COLLECTED AND STORED PROPERLY. DO NOT LET ITEMS SUCH A5 DRYWALL MUD BOXES, PAINT BUCKETS, GLEANING MATERIAL CONTAINERS, ETC. COME IN CONTACT WITH ANY RAINFALL OR STORM WATER RUNOFF. PROVIDE A DE510NATED AREA FOR CONCRETE WASHOUT. HAY BAILS LINED WITH V 15GUEEN MAY BE USED FOR TH 15 APPLICATION. ROLLAWAY BINS MAY AL50 BE USED. ALL CONCRETE WASHOUT SYSTEMS SHALL BE PLACED OFF OF THE PAVED STREETS. AFTER INSTALLATION OF THE ABOVE ITEMS ARE COMPLETE, A MAINTENANCE PROGRAM NEEDS TO BE DEVELOPED TO INSURE THE CONTINUED EFFECTIVENE55 OF YOUR BMP'S. (W LEACH FIELD 51TE PLAN I" - 300 GREGORY A. PEITZ ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 i j-•-• i► ; A vr4vj m• KIRK MAY NORTH c�U7T COUNTY O�VEL sPavIcEs REVIEWED FOR CODE COMPLIANCE OWNER: PAT 4 KATHLEEN LYNCH ADDRE55:55 KIRK WAY CH I CO, CA. PHONE: (530) 864-65014 51 TE INFO: 35 KIRK WAY CH I CO, CA. ACREAGE APN: 002-630-014 002 -630 -OI I Q C> SHEET 6i r\ 0 N N of: ONE d e -C b 7,� o NORTH c�U7T COUNTY O�VEL sPavIcEs REVIEWED FOR CODE COMPLIANCE OWNER: PAT 4 KATHLEEN LYNCH ADDRE55:55 KIRK WAY CH I CO, CA. PHONE: (530) 864-65014 51 TE INFO: 35 KIRK WAY CH I CO, CA. ACREAGE APN: 002-630-014 002 -630 -OI I Q C> SHEET 6i r\ 0 N N of: ONE I kgEST ELEVATION 1/4" = 1'-0" 14"x14" G.E. VENTS, TYP. 2x BARGES w/ Ix.3 TRIM, TYP. ® GABLE ENDS 4x4 TRIM CORNERS, DRS, $ WDW5 BOARD $ BATT SIDING, TYP. SOUTH ELEVATION 1/411 = I, -Of' FASCIA, SEE ELEVATION ROOF PLY E.N. E.N. BG ® 4'-0 " SIDING O.G., TYP., ROOF PLY. U.O.N. G.E. TRU55 A55 ® 4'-O" O.G., E.N TYP., U.O.N. SOLID BLOCKING SHEARPLY, SEE PLAN E.NI" MIN. AIR SPACE TO E.N. INSULATION ® E.N. VENTS SHEARPLY; SEE PLAN EAVE DETAIL. (" = 1'-0 GOVERNING CODES: 2016 GBG, 2016 ORO 2016 CEG, 2016 GPO, 2016 CMG, 2016 CFC, 2016 CALIF. HEALTH $ SAFETY CODE AMENDMENTS 2016 CALIF. ENERGY CODE EFFICIENCY STANDARDS, ZONE II 2016 CALIF. ACCESSIBILITY REOUIREMENTS AMERICANS w/ DISABILITIES ACT, 2015 EDITION NFPA 101, 2016 00550 OCCUPANCY GROUP: GROUP: R3 / U ALLOWABLE HEIGHT AND BUILDING AREAS (TABLE 503) ALLOWABLE AREA: UNLIMITED ACTUAL FLOOR AREA: 6016 50. FT. ALLOWABLE STORY/HEIGHT: (3) STORIES / 40'-0" ACTUAL STORY/HEIGHT: (1) STORIES /14'-2" CONSTRUCTION TYPE: TYPE V5 AUTOMATIC SPRINKLER: 4ow ye S ` WI LDLAND URBAN FIRE INTERFACE: N/A CABLE E NI�) NORTH ELEVATION 11,14" = 1'-0" COMP. SHINGLES � EAST IELr I AT I ON 1/4" = 1'-0" j R-12 I" = I 5HEARNALL 50HEDULE : SYMBOL: 5HEAR3,1ALL: Q 5/8" arcDX PWD. OR 055 w/ 'S ®6LY", 12" O.G. �/8" GDX PLYWD. OR 055 Q w/ 8d'S ® 4", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES Q3 5/8" GDX PLYWD. OR OSB N/ 8d'S ® 3", 12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES A:2 %" GDX PLYWD. OR 055 w/ 8d'S ® 2",12" O.G. w/ 4x STUDS ® ADJ. PANEL SPLICES I. NAILS SHALL BE COMMON NAILS (2Y2"x.131"), TYP., U.O.N. 2. ALL PLYWOOD PANELS SHALL HAVE ALL EDGES BLOCKED. MATER NEATER MANDATORY Fr=ATURr=S WATER HEATING SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS: I. A 120V ELECTRICAL RECEPTACLE THAT 15 WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS 2. A CATEGORY I I I OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER 15 INSTALLED 3. A CONDENSATE DRAIN THAT 15 NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 4. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. ROOF NOTE5: 1. ROOF FRAMING SHALL BE: PRE -MFR TRUSSES ® 24" O.G. TYP. U.O.N. 2. ROOF PITCH SHALL BE: 4:12, TYP. 3. ROOF O.H. SHALL BE - 1' -6' ® ALL G.E. V -O" ® 4:12 PITCH 4. ROOF COVERING SHALL BE: COMP. SHINGLES o/ 15# FELT o/ Y2" GDX OR OSB. w/ 8d'S a 6", 12" O.G. 5. REQUIRED ATTIC VENTILATION: 6016 / 300 = 2.32 50. FT. OF NET FREE AREA VENTILATION REQUIRED. • LOW VENTING: PROVIDE (4) 5Y2"x=%" SAVE VENTS 0 .5 50. FT. EACH. TOTAL LOW VENTING PROVIDED: 2.0 50. FT. OF NET FREE AREA • HIGH VENTING (LOCATED MAX. V VERTICAL BELOW RIDGE): PROVIDE (4) 14"x14" GABLE END VENT ® 0.401 50. FT. TOTAL HIGH VENTING PROVIDED: 1.016 50. FT. OF NET FREE AREA. COMP. SHINGLES o/ 15# FELT o/ Y2" GDX OR OSB. SEE ROOF PLAN w/ 8d'S ® 6", 12" O.G. R-38 INSUL. PRE -MFR. TRUSSES R-13 INSUL. ® RAFTERS 3/8" GYP. BD. OR Y2" CD. BD. ® GLC. 142" GYP. 5D. ® WALLS 2x6 STUDS ® IV' O.G. _O ri r --R-23 BIB INSUL. t-5EE FDN. PLAN 5ECT I ON A-1 1/4" = I'-0" C u c ROOF NOTE: THE ENTIRE PERIMETER OF THE ROOF DIAPHRAGM SHALL BE ATTACHED TO THE BEAMS AND/OR TOP PL.'S PER DETAILS 1/1 $ 2/I, TYP., U.O.N. ADDITIONAL FASTENERS MAY BE REQUIRED WHERE NOTED. I 4:12 I �0 4:12 luo I '11 qj I 2 I I ROOF PLAN 1/4" = I'-0" 10.2' tinan xn 40TEMP.20 O, Q 2040 SH Q FLOOR PLAN 1/4" = 1'-0" GENERAL. NOTES G-1 MISCELLANEOUS I. PROVIDE 4" HIGH x � WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM IS REQUIRED PER ORO R313.3 OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. 3. GARAGE MAN DOOR TO BE SOLID GORE 1-3/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER ORO R302.5.1. 4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING. CONCRETE I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY 1. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE AND FIRE STOPPING TO GUT OFF CONGEALED DRAFT OPENINGS AS REOUIRED BY CODES. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES I ND I GATED OR BETTER (WWPA GRADING RULES) UNLESS NOTED OTHERWISE. CONGEALED 4x BEAMS $ POSTS ......................... NO.2 EXP05ED 4x BEAMS $ POSTS...............................NO. 1 lox BM5 $ POSTS.........................................................NO. I 2x JOISTS AND RAFTERS........................................NO. 2 STUD, SILLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF M150. FRAMING NOT NOTED....................................NO. 2 3. PLYWOOD SHALL BE OF THE ME51ONATED GRADE AND SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS PS 1-83. 4. NAILS AT PLYWOOD PANELS SHALL HAVE s/8" EDGE D I STANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING SHALL BE LE55 THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE 51MP50N STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2016 G.R.G. SECTION R302.11. 01. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ ASTMA 153. 2016 ORO SECTION 8317.3. 10. EACH 51DE OF TOP PL. LAP SPLICE SHALL HAVE (8) 16d (5�" x.155"0) MIN., TYP. 11. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE w/ GBG TABLE 2304.10.1. 12. STRUCTURAL COMPOSITE LUMBER SHALL BE VER5A-LAM Fb3100 OR VER5A-RIM AS MFR. BY BOISE CASCADE. 13. BEARING WALL HD85. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., TYP., U.O.N. PLUMBING I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. GAS F I RED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR EO.) w/ MIN. 2" LONG #12 WOOD 5GREW5 ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL GONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/5HWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FIN15H FLR. DRAIN INLET, PER ORO R307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. 01. THE WATER HEATER'S TYPE 'B' GAS VENT SHALL TERMINATE NOT LE55 THAN 5' IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. MECHANICAL I. DRYER DUCT TO BE MIN. 4" 4) TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"(P DUCT LENGTH 15 LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR 51ZES AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS) 2. 51 NG LE -WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES. 3. ALL EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN 3' FROM A PROPERTY LINE OR OPENINGS INTO THE BUILDING. 4. ENVIRONMENTAL AIR DUCTS EXHAUSTS ( E.G., DRYERS, BATHROOM FANS, DOMESTIC RANGE VENTS, ETC.) SHALL BE EQUIPPED w/ BACK -DRAFT DAMPERS. PERMIT #/ BUTTE COUNTY DEVELOPMENT SERVICES >aUTT>r, REVIEWED FOR Cates CODE COMPLIANCE JUL 13 2017 DATE )��..QP:viEl`iT s��crme>rs mmm 043 Revision: Date: By: N I"? n I 4 o0 0 MINI -SPLIT rn I d' OUTDOOR U"` O� CONDENSER GG�ID M MINI -SPLIT oA M IINDOOR UNIT (D PORCH cV co O POOL.- I GONG. _ I HQU15E p I x W 01' GLC. � rl O 21.2 I I TILE �O CO Q0 MINI -SPLIT �, (0 LCA CO O CD INDOOR UNIT V1 EL� � " n� W O W O � 3068 N I 3068 _ O FR. 1016 4.0' AA Sc ,0 t * No. 212 RE . 7 7 • LYNCH POOL HOU5E t 1 I BATH 2868 Date JUNE 2017 HQU5E Scale s Drawn JMR 01'TILE Job 16-2260 Sheet * I CLO. 9 CARPET Sheets x0 O o� o TANKLESS WH I ELEC. SUB -PANEL �OZ,cb = z TILE SHWR. +,t I 01' GLC. I CARPET 2668 -1 1014.0' tt m I NOv26 2 -ZX 40TEMP.20 O, Q 2040 SH Q FLOOR PLAN 1/4" = 1'-0" GENERAL. NOTES G-1 MISCELLANEOUS I. PROVIDE 4" HIGH x � WIDE STREET ADDRESS NUMBERS OF CONTRASTING COLOR, VISIBLE FROM STREETS. 2. FIRE SPRINKLER SYSTEM IS REQUIRED PER ORO R313.3 OR NFPA 13D. FIRE SPRINKLER PLANS SHALL BE SUBMITTED UNDER SEPARATE COVER; SUCH PLANS MUST BE APPROVED, PERMIT ISSUED, AND HAVE INSPECTION BY THE FIRE MARSHALL PRIOR TO BUILDING CLOSING IN. 3. GARAGE MAN DOOR TO BE SOLID GORE 1-3/8" THICK OR 20 MIN. FIRE RATED DR. w/ SELF CLOSING DEVICE PER ORO R302.5.1. 4. ALL DOORS w/ GLAZING TO BE TEMPERED GLAZING. CONCRETE I. CONCRETE TO BE 5 SACK MIX, 2500 PSI ® 28 DAYS 2. REINFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS -TYPE N OR 40. ROUGH CARPENTRY 1. INSTALL BLOCKING AS REQUIRED TO SUPPORT FINISH HARDWARE AND FIRE STOPPING TO GUT OFF CONGEALED DRAFT OPENINGS AS REOUIRED BY CODES. 2. STRUCTURAL FRAMING SHALL BE DOUGLAS FIR TO THE GRADES I ND I GATED OR BETTER (WWPA GRADING RULES) UNLESS NOTED OTHERWISE. CONGEALED 4x BEAMS $ POSTS ......................... NO.2 EXP05ED 4x BEAMS $ POSTS...............................NO. 1 lox BM5 $ POSTS.........................................................NO. I 2x JOISTS AND RAFTERS........................................NO. 2 STUD, SILLS, PLATES...................................................NO. 2 SILLS ON CONCRETE...................................................PTHF M150. FRAMING NOT NOTED....................................NO. 2 3. PLYWOOD SHALL BE OF THE ME51ONATED GRADE AND SHALL MEET THE REQUIREMENTS OF THE U.S. PRODUCT STANDARDS PS 1-83. 4. NAILS AT PLYWOOD PANELS SHALL HAVE s/8" EDGE D I STANCE AND SHALL NOT PENETRATE FACE -PLY. 5. NO PIECE OF PLYWOOD ROOF, FLOOR OR WALL SHEATHING SHALL BE LE55 THAN 12" IN LEAST DIRECTION. 6. FRAMING HARDWARE SHALL BE 51MP50N STRONG -TIE OR APPROVED EQUAL, WITH CONNECTORS AS SPECIFIED 7. PROVIDE SOLID BEARING CONTINUOUS FROM ALL BEAMS TO FOUNDATION. 8. PROVIDE FIRE BLOCKING IN CONGEALED SPACES VERTICALLY AND HORIZONTALLY IN ACCORDANCE w/ 2016 G.R.G. SECTION R302.11. 01. FASTENERS FOR PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZING COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZING COATED FASTENERS SHALL BE IN ACCORDANCE w/ ASTMA 153. 2016 ORO SECTION 8317.3. 10. EACH 51DE OF TOP PL. LAP SPLICE SHALL HAVE (8) 16d (5�" x.155"0) MIN., TYP. 11. TYPICAL FASTENERS SHALL BE INSTALLED IN CONFORMANCE w/ GBG TABLE 2304.10.1. 12. STRUCTURAL COMPOSITE LUMBER SHALL BE VER5A-LAM Fb3100 OR VER5A-RIM AS MFR. BY BOISE CASCADE. 13. BEARING WALL HD85. SHALL BE 4x10 #2 OR 6x8 D.F. #1 MIN., TYP., U.O.N. PLUMBING I. THE AGGREGATE AREA OF PLUMBING VENTS SHALL BE 12.57 50. INCHES, MIN. 2. GAS F I RED WATER HEATER TANKS SHALL BE FASTENED TO THE ADJACENT FRAMING w/ 16 GAUGE METAL STRAP (0516 OR EO.) w/ MIN. 2" LONG #12 WOOD 5GREW5 ® 4" ABOVE CONTROLS AND WITHIN 12" OF THE TOP OF THE TANK. 4. SHOWER AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED w/ INDIVIDUAL GONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE. 5. INSTALL A 4" DRAIN FOR BUILDINGS PROVIDING MORE THAN (3) WATER CLOSETS. 6. HORIZONTAL DRAINAGE PIPING SHALL BE 2% MIN. SLOPE. 7. SHOWER AND TUB/5HWR WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE o/ A MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" ABV. FIN15H FLR. DRAIN INLET, PER ORO R307.2 8. A NON -REMOVABLE BACKFLOW PREVENTION DEVICE SHALL BE INSTALLED ON ALL EXTERIOR HOSE BIBS. 01. THE WATER HEATER'S TYPE 'B' GAS VENT SHALL TERMINATE NOT LE55 THAN 5' IN VERTICAL HEIGHT ABOVE THE HIGHEST CONNECTED APPLIANCE DRAFT HOOD OR FLUE COLLAR. MECHANICAL I. DRYER DUCT TO BE MIN. 4" 4) TO THE OUTSIDE, EQUIPPED WITH A BACK -DRAFT DAMPER. 4"(P DUCT LENGTH 15 LIMITED TO 14' WITH 2 ELBOWS. OTHER LENGTHS OR 51ZES AS PERMITTED OR REQUIRED BY THE MANUFACTURE'S INSTALLATION INSTRUCTIONS MUST BE APPROVED BY BUILDING OFFICIAL. (SUBMIT REQUEST FOR MODIFICATIONS) 2. 51 NG LE -WALL METAL PIPE SHALL NOT BE USED AS A VENT IN DWELLINGS AND RESIDENTIAL OCCUPANCIES. 3. ALL EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN 3' FROM A PROPERTY LINE OR OPENINGS INTO THE BUILDING. 4. ENVIRONMENTAL AIR DUCTS EXHAUSTS ( E.G., DRYERS, BATHROOM FANS, DOMESTIC RANGE VENTS, ETC.) SHALL BE EQUIPPED w/ BACK -DRAFT DAMPERS. PERMIT #/ BUTTE COUNTY DEVELOPMENT SERVICES >aUTT>r, REVIEWED FOR Cates CODE COMPLIANCE JUL 13 2017 DATE )��..QP:viEl`iT s��crme>rs mmm 043 Revision: Date: By: N n 4 o0 0 rn d' U"` O� M oA M W (D co O � I W W � � rl O O CO Q0 LCA CO O CD V1 EL� z n� W O W O � AA Sc ,0 * No. 212 RE . 7 7 LYNCH POOL HOU5E 606 Date JUNE 2017 Scale Drawn JMR Job 16-2260 Sheet Of Sheets Mi D rr r r c 3 A > r N i5 N 2 z r rr1 N 0 r r r N rn� '(� -Q 0 0x M = T Z zr D 'I rn0 c=1 z p c rz rnn -i = p rn �- O rztl M M 0 0 A 0 rn D O u A rn X v O { 0 r r rni rn x rn { D 0 z N A A N z V rn t -( X V rn A N n _ rn D N z O r rn r rn N n T_ r� A X rn I D E A D i T z n �M '(� -Q 0 0x M = T Z zr D 'I rn0 c=1 z p c rz rnn -i to rn z V rn D �ul r =!A z N zzrn 0y = i r -n -� uA r� A X rn I D E A D i - z '(� -Q 0 0x M = rn Z zr D D rn0 c=1 z n rn z zN D z z r rn AO 4> 0 0 7\ 0 r -a V D n 7C r N 3 Q r O rn i r X rn N rn r -n -moi D M �n -+ �n V 0 A D - z n �M t u 3 -Q CAD - n3< 0x M = rn Z zr D D MrnT rn CAO zN D z x o < < AO -( 0 x 3 rn D o o ` .,, m Z _0� r rn -Q N g rn ����5*��tis POOL HOUSE & GUEST HOUSE rn < n z z r r N D o o ` .,, m Z _0� r ARCHITECT 8 r O M CA u r a� AT: 35 KIRK WAY A D - z ap o �M lA z z > cA H rxrn r CA D V O r rn NA nnCA 1 - Xj11rn OrnDOD�-'XD=DD --oz-jzDrnxM V z f -iX ��T_D=�z zDrnxm>m -if -i O r M3= vrnA �r n ->>ATM 3p -o\= x O O �3p-OSA z r-ZA DSO Mrn3 nrn rn0 3A UJ C Oi<ro0 Cj hr-ON�Z�rn>> Nz0rn3rn�T 3 X �zz M { Z H r r nc�lVrnr3D zA < M r3D r�rn PyzZ 0 Q D O r- rnpDMrO4'r V � -�<0 Z z A ��X z r> r Z =1 Z <<ZN N Nr <D =D D D cuzrDc�-tt rD 0AtD-t OOEM> D-0 �r 0� D -i �r r r pODz Nr �ctp A �3Cprnr z fl�a"fl-r rn r r r -i:K r p p Vr' VO ... fi r nr r N -o r�- n z n1= 0M �-i Drn rn0 c _-�CJ]�VO VN c3r< cD�O�, r-< M>IO=x �-►► zD �1D D •rn=-AM cn =1 -(Cl =4AA >u zN=OD rn- ntA -rr c©rn _N -t u►0-0� N rn0f* zrn rn Oz V �� z r�i D< A AN3 ►.� - A(li 00AVp z rnz Drn Y 0 -um -,y -a X43 -T, Az 6�N 3z0r A O0 L5 n, Q NAzD3 A rF() �3rnpD �D D 0 O r N N �r -cl xAt_ rrAA NN33 _jv r O znZa N Oc Dz i AN O inz p?� N rn� O �= A� Izc N rn TX O 0O-p=c�Cb N=� rn -jrnz DrDOCA rnr Z VV r rnNr V rn M�t A D�cr Nr < r�rDz A rn0rl O zCIV rn-Ir_-( Z or p� r n NOr-�trn �� zrnUrn NrAOz nZ r Z =D3 rnD� z AO ,�ZO rn iM >> ZEN p-iZ� �3tpx cN C N rn rn �0�0 r nr�- rn 00 rX y N (pnul -iz rn -T' uziNC1A NO - T Ap 0LD 030 r- M n rnD r --0mLD l M �rn� D Z� ND r �3rr O A?C-Dirn rn �'� _ �p O rrr- A�-zn jz Or�03 rxptON D0 C r- C N pOnr n Oj Cp W 16oNrn DV -i > rnrnp N rr-� O -i rnr/ZI O rA -A O �prn �� r CA �tzA3-0 nN rDrnr V�(Ajc M �rnV Z �CpN N 3z Z n = Dr_ N rn 0� OD rn0 -rn1r?D xp0 o rnz r rn Z N rnV A r 0 3 Z 0. rr ND �'��b -{z3r- A= o �> to •• N3 r y o z� v rncuup-4rn 3 >Zr =A�' Z Vrn -i O O c 3 �0 rn A 3 C00 r 0 r�-c=N -o rAD DOrnZ► zA C Urn OZ(li O -Tf r rn =0 V z = i-3 r X14 =z� (rni z�rn ONzO pc r -o -1 Cp - r 0 D p t z rn 4 r CA 3- Oi O- Z rn�0 Z -Orn N Orn > rn r Zr rn 0 DOc0La -rni ��n� �-z> =-tt cD= N zz Dn to <z rn r� Nr0 N D rD Dr0-1 rn0 Ap c_ 02 D �-0-1XAT r 0-n 3- Orn z rn c N x 0 rn D-1 0 rn ON n 07�z -4 AA N NO� 0 0� c A 00 z0 )uUl(p AN= 0 -00 �n nN O r O-IC� N �p� (� AA 0 z 0 ND pNrMM y rpn Or r N� rn 0 -� .. z r rn r- � V r- rn c t rn D 0zz D N r lZA(p rn2�NrNIT r N3N yNA� � -Di (P -A d Arn-OirD�c rn cV rNZ p < i Nr p -{ O z zz A 3 NO N r -_n D O AZ1� D rn Oz to o C-) I Al NJ omo,. mMz pm �om �mm �Do r U z„0z C)mz 03 m M M1 n M rn r rn n n k r r D z .w . , FA Q-• �r CA g ����5*��tis POOL HOUSE & GUEST HOUSE GREGORY A. PEITZ o N D o o ` .,, m Z _0� FOR: PAT AND KATHLEEN LYNCH ARCHITECT O M u r a� AT: 35 KIRK WAY 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 - z ap o �M z v cA > cA H rxrn r CA D `OCrn n O r rn NA nnCA 1 - Xj11rn OrnDOD�-'XD=DD --oz-jzDrnxM T f -iX ��T_D=�z zDrnxm>m -if -i Cl 2 rn r M3= vrnA �r n ->>ATM 3p -o\= x O O �3p-OSA z r-ZA DSO Mrn3 nrn rn0 3A UJ C Oi<ro0 Cj hr-ON�Z�rn>> Nz0rn3rn�T 3 X �zz M { Z H r r nc�lVrnr3D zA < M r3D r�rn PyzZ 0 Q D O r- rnpDMrO4'r V � -�<0 Z z Oar 4& ��X z r> r Z =1 Z <<ZN z nl (� -{ > x 4a- =1i-(cDU�NNrn :K O --1N _j T-- � Cp N0M T_ z0D 2 OzANc„AOr =p� > -� 0Oa N-ir0 TOT O r-�r > ul-1 V zZiz3z�pn �-�r �� � r z m -1 O zMO > or,-' UrUt CA A u 71-1-1N CAzy rn�A! � V z Ono CA y rn 0�0 0O prnC�CA`"�= u `"�= cu0Z rn O H ZM D O -Jzzm vlrn Or�z morn cnrn -z rn0� CN3 ODA 3� Vt2 30 n -N1 m rXzz O O XN O> XN 3� D 3 3 z V) N Nr <D =D D D cuzrDc�-tt rD 0AtD-t OOEM> D-0 �r 0� D -i �r r r pODz Nr �ctp A �3Cprnr z fl�a"fl-r rn r r r -i:K r p p Vr' VO ... fi r nr r N -o r�- n z n1= 0M �-i Drn rn0 c _-�CJ]�VO VN c3r< cD�O�, r-< M>IO=x �-►► zD �1D D •rn=-AM cn =1 -(Cl =4AA >u zN=OD rn- ntA -rr c©rn _N -t u►0-0� N rn0f* zrn rn Oz V �� z r�i D< A AN3 ►.� - A(li 00AVp z rnz Drn Y 0 -um -,y -a X43 -T, Az 6�N 3z0r A O0 L5 n, Q NAzD3 A rF() �3rnpD �D D 0 O r N N �r -cl xAt_ rrAA NN33 _jv r O znZa N Oc Dz i AN O inz p?� N rn� O �= A� Izc N rn TX O 0O-p=c�Cb N=� rn -jrnz DrDOCA rnr Z VV r rnNr V rn M�t A D�cr Nr < r�rDz A rn0rl O zCIV rn-Ir_-( Z or p� r n NOr-�trn �� zrnUrn NrAOz nZ r Z =D3 rnD� z AO ,�ZO rn iM >> ZEN p-iZ� �3tpx cN C N rn rn �0�0 r nr�- rn 00 rX y N (pnul -iz rn -T' uziNC1A NO - T Ap 0LD 030 r- M n rnD r --0mLD l M �rn� D Z� ND r �3rr O A?C-Dirn rn �'� _ �p O rrr- A�-zn jz Or�03 rxptON D0 C r- C N pOnr n Oj Cp W 16oNrn DV -i > rnrnp N rr-� O -i rnr/ZI O rA -A O �prn �� r CA �tzA3-0 nN rDrnr V�(Ajc M �rnV Z �CpN N 3z Z n = Dr_ N rn 0� OD rn0 -rn1r?D xp0 o rnz r rn Z N rnV A r 0 3 Z 0. rr ND �'��b -{z3r- A= o �> to •• N3 r y o z� v rncuup-4rn 3 >Zr =A�' Z Vrn -i O O c 3 �0 rn A 3 C00 r 0 r�-c=N -o rAD DOrnZ► zA C Urn OZ(li O -Tf r rn =0 V z = i-3 r X14 =z� (rni z�rn ONzO pc r -o -1 Cp - r 0 D p t z rn 4 r CA 3- Oi O- Z rn�0 Z -Orn N Orn > rn r Zr rn 0 DOc0La -rni ��n� �-z> =-tt cD= N zz Dn to <z rn r� Nr0 N D rD Dr0-1 rn0 Ap c_ 02 D �-0-1XAT r 0-n 3- Orn z rn c N x 0 rn D-1 0 rn ON n 07�z -4 AA N NO� 0 0� c A 00 z0 )uUl(p AN= 0 -00 �n nN O r O-IC� N �p� (� AA 0 z 0 ND pNrMM y rpn Or r N� rn 0 -� .. z r rn r- � V r- rn c t rn D 0zz D N r lZA(p rn2�NrNIT r N3N yNA� � -Di (P -A d Arn-OirD�c rn cV rNZ p < i Nr p -{ O z zz A 3 NO N r -_n D O AZ1� D rn Oz to o C-) I Al NJ omo,. mMz pm �om �mm �Do r U z„0z C)mz 03 m M M1 n M rn r rn n n k r r D z .w . , FA Q-• �r CA g ����5*��tis POOL HOUSE & GUEST HOUSE GREGORY A. PEITZ o N D o o ` .,, m Z _0� FOR: PAT AND KATHLEEN LYNCH ARCHITECT O �N�n rn z r a� AT: 35 KIRK WAY 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 CHICO, CA. — APN: 002-630-014 & 002-630-011 Email: gregpeitz@sbcglobal.net 7/12/2017 11:18:11 AM J of, "��'Wr�l 2016 Low -Rise Residential Mandatory Measures Summary LQM Low-fisere;iden6al buildngs sv4ect to the Energy Standards must comply t0th aff appficable marldafo�v measures, regirdless oft�e ccyrp&?noe approach used. Re0ew the respeOve sec�on for more fnfofma�on. *Excepfions may appty. fn_:Iw lnom4n , -, . -- � -1 Building Envelope Measures: § 110.6(a)l � Air Leakage. Manufactured feriestratioR exterior doors, and exterior pet doors must limit air leakage to 0 3 cfrrVffor less,xhen tested per space must hate, a hole for the placement of a st a', ic pressureprobe- (HSPP), or a pemianentlyimtalWst,-:ilic,pr�,,swe probe (PSPP) in the NFRC400 or ASTM E293 or AAMAAVDMNCSA 1 01 A.S.2; I v § 1 10 6 (a)5, Labeling, Fenesi ration prodLrts mul havp a labei mpeting thp requiremeTif s 4 § 10-1 I 1 (a) § 1 *15(h). Field fabricated exterior doors ancifenestrabon products must use U -factors and solar heat gain coefficient (SHGO) value,s from TABLES * Reference Residential Appendix RA3 3, This applies to both single zone central forced air Sys, tems End every zone for zonally cor1rdledoerld 1 106-A and 110.6-B fni-compliance arid must be Caulked ar0orwea!1herstripped § 1 107 Air Leakage. AJI joints, penetrations, and nth,er openings inthe building envelope that are potential sources of air le.-P.age must be caulked, Ventilation for Indoor AlrQuallty. At dwelling unils must meet the requirements of ASHRAE Standard 62.2, Neither window operation nor ciasketed, or weather sin pped § I 10,8 (41 � Insulation Certifi cation by Manufacturers. Insulation specified orinstalled must meet Standards -for Insulating Material. - __ §110 . flj� Insulation Requirements forHeated Stab Floors. Heated slab floors must be insulated perthe requirements of § 110.8(g). Field Verification and Diagnostic Testing. Whole-bulding ventilation airflow must beconfirmed through field verifirdion and dagnostic - Roofing Products Solar Reflectance and Thermal Emittance The thermal ", ttance and aged solar reflectance values of the rooting. § 110.8(i),- material must meet the requirements of§ 110.8ni wt-enthe irntallation of a cool roof is specified on the CF1 R. � § I 10,80: Radiant Barrier. A radiant barrier must have an emittance of 0 05 or less and be certified to the Department of COnsUrner Kfairs. § 110A (a) � Ceil Ing and Rafter Roof InsuWon. Minimum R-22 insulation in wood -frame ceriling; or the weighted average U -factor must not exceed 0.043, Water piping and cooling system line insulation. Pipe forcooling system lines must be insulated as specified in§ 150.00)2A Distribution Minimurril R-19 or weighted average 1 -1 -factor of 0,054 or I n -s in a rafter roof alteralion. Attic acce-ss door mist haie r,prman ently attached § 150,0(a): insulation using adhesive or mechanical fasteners. The attic access must be gaskeled to prevent air leakage, lnsula�ion must be installed in ---Insulation Protection. Insulation must be prolectedfrom damage, including that dueto sunlight, moisture, equipment maintenance, and wind. direct col.act,Aiith a continuous roof orceiling wohich is sealedtolimit infiltration and eAltration as specified in § 110 7, including but not limited § 110.4(b)1: to placing insulation eith-, above or belowthe roof deck or on top of a dryvml ceiling.* _ § 150,0(b): Loosewfill Insulation. Lonsefill insulation must meet the. manufacturer's required density forthe labeled R -value. cause de,gradcalion of the material. Wall Insulation. MnMLnl R-13 insulation in2x4 inch,#ood framingwail or ha,!e a 1 -1 -factor of 0 192 or less (R-19 in 2x6 or U -factor odf 0 074 or I § 15a0p less). Opaque non -framed assemblies must have an overall x%serribly 1 -1 -factor not exceeding 0 1OZ equivalent to an insialled value rf R713 in a § 110,5, wood framed assembly.* § 1E0 0(j. Raised -floor Insulation. Minimum FZ-19 insddion in raised wood framed floor of 0.037 maximum U-fador' § 100,0(0. Slab Edge Insulation. Slab edge insuldion Must meet all of the following have awater absorplion rate, for the insulation material al,one without Lighting Measures: facings, no greater then 0.3%; have a watervapor permeance no greater than 2 0 permlinch� be protected from physical damage and UV Ight Lighting Controls and Components. At lighting control devices and systems, ballasts, and lumnares must meet the applic,able recluirements M, erioration,' and, when installed as pal of a heated slab floor, meet the requirements of § 1 10,8(g). of § 1 10.9- Vapor Retarder. In Chimile Zaie�5 1-16, tile earth flt-x)r of uiventt,-d cr&xi spd;e triust be ucrvered with a Glmz; I or Cla� 11 vapor re!cirder Thi!5 § 150�0(01 � reqUirer-rient also applies locontrolledventilalion crawl space for buildings rompl'orn with the e,replirin to§ 150 Old) - be cerlified to the Energy Commission according to Reference Joint Appendix JAB, - Vapor Retarder. In ClimaleZones 14 and 16, a Class I or Class 11 vapor retarder must be installed on the conditir,--�,-d --p,,re side (If all § 150,0(J2. insulation in all eytenorwalls, vented attics� and unvented attics with air -permeable insulation. 1 § 150,0(4. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or oddoors must halve a other device must be no (reater than tha nurnber of bedrooms These electrical boxes must be served by a dimmer, vacancy sensorcontrol, or I mayiniurn Ll-fxtor of 0.58, or the weighted averace Ll -factor of all fenestration must ricit exceed 0.58.' , , �� Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e1,1A ClosableDoors. Masonry orfactory-buill fireplaces must have aclosable metal, orglass door Govedirn the entireopenirg ofthe firebox, § 150,0(e) I R Combustion Intake Masonry orfactory-bu-It fireplaces must have acombustion outside air intake, which is at least six squarein�hees inaree amiriimurn installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing endis equippedwith a readily accessible, operable, and ticht-fittinq damper orcombustion-aircontrol device,' , § 150.0 (e) I C� FlueDamper. Masonry orfa,,,Iory-buill firepleces must have aflue damperv-1h a readily accessible control.' § 150,0(e)2. Pilot Light Continuous burning pilot lights andthe use of indoor air for cooling a firebox jacket, when that indoor a -,r is writed to the outside of meets the requirements of UL 723. If mastic or tape is used to seal operings greater than % inch, the combination of mastic and either mesh or the bui. Idinq are prohibit ed I , - Space Conditioning, Water Heating, and Plumbing System Measures: - § 1 10 0-§ 1 1 Ga Certification. Heating, ventilation andair cmcktioning (HVX�) equpmert, water heaters, showerheads, faucets, and MI other regi-galed b vacancy sensors ap�iances must be certified by the manufacturer to the Energy Comrris§on.* § 110 2(a)- HVAC Efficiency. Equipment must meet the applicable efficiency requirements inTABLE 1 10.2-A through TABLE 110.2-K.* must meet the applicable requirements of § 150.0(k),' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary el-r,tric resistair.:e he, alers Screw based lurninalres. Screw based luminaires must not be recessed downl;ght luminaires in ceilings and must contain lamps thal comply must haver controls that prejent supplemertary heater operation when the heating load can be met by the heat pun, p alone, and ini which the § 1 102(h). cul -on temperature for compression heating is higher than the cul -on temperature for supplementary heating and thecut-off terrT;feralure for JA8,* compression heatinq is hiq.hpr than the cut-off temperature for Supplementary heatim.' _ Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with'JM-201 6-E.' Thermostats. All unitary heating or cooling systems not controlled by acentral energy management control "eir (EMCS) mst have a _ §11102(p)� Setback 'hermost al.* I Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems' Water Heating Recirculation Loops Serving MuMple Dwelling Units. Water heating recirculation loops serving rrIdtiple dwellir-k,., units must § 110.3(c)5- med the air release valve. ba.-,kflow preventiori, pump priming. pump isolation valve, and recircUalion loop conrw:11ion requirements of § Switched ON and OFF, 1 1 0 3 N51 110.3(c)7: - - Isolation Valves. Instantaneous water heafei-s with an inpul rating greater then 6.8 kBTU/hr (2 kN must hate im,lation valves with hose bibbs § or other fittings on both cold water and hot water lines of water heating systems to allow for water tank flushinq vk.pn the valves are closed. - � § 150 ON Pilot Lights. Continuously burning pilot lights are prohibited for natural gas� fan -type central fumaces,, household cooking applianc-,, (appli- § 1 105 ances w1houl an electrical supply voltage connection with pilot lights that consume less than 150 Btuthr are eyerrpt)� and pool and spa heaterf ' � Interior Switches and Controls. Arrl energy management cortrol system (EMCS) may be used to comply with dimmer requirements if it ,; and/or cooling loads are cd,- lated in accordance with ASHRAE Handbook, Equipm art Building Cooling and Heating Loads. Heafinc lu . § 1 K0 (h) I: Volume, Applications Volurrine, and Fundamenials Nklurne; SMACNA Residential Comfort System I nstallation Standards Manual,, or ACCA a Manual J using desicin concitions specif ied in § 150.00�2. 1 of,, 2016 Low -Rise Residential Mandatory, Measures Summa I at, 2016 Low -Rise Residential Mandatory Measures Summary § 150.0�)3A - Duct System Sizing and Air Filter Grille Sizing. Spececonditionm systems that use forced arductslo supptycocong I o an occupiatie rrli carml udhicsives space must hate, a hole for the placement of a st a', ic pressureprobe- (HSPP), or a pemianentlyimtalWst,-:ilic,pr�,,swe probe (PSPP) in the § 153.0(m)13 supply plerium, The spa7e conditioning system must also demonstrate airflovita 350 CFM per ton of nominal conlingr,apacily through the return Outdoor --,wet akllhet:iv-� grilles, and an air -handling unit fan efficacy:5 0 50 WXYM as confirmed by field verification and diagnostic testing in accordance \kith § 150.00)1: Reference Residential Appendix RA3 3, This applies to both single zone central forced air Sys, tems End every zone for zonally cor1rdledoerld Ruht,,cr noo r a*;Ihc-,,i,e-c5 forced air systems.* § 1 ,T.0 �)3A Ventilation for Indoor AlrQuallty. At dwelling unils must meet the requirements of ASHRAE Standard 62.2, Neither window operation nor §15U(0): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of § I T.0 @2A providiMwho!e-buildinq verlilalion, D rNr,va 11 wd pa lic I adhr.,�i-,�w, Field Verification and Diagnostic Testing. Whole-bulding ventilation airflow must beconfirmed through field verifirdion and dagnostic § ltT 0(o)l A testing, in accordance with Reference Residential Appendix RA3 T_ Pool and Spa Systems and Equipment Measures: Water piping and cooling system line insulation. At domestic hot water pipes that are buried below grade must be installed in awaterproof Certification by Manufacturers. Any pool or spa heating system or equipment must be certifiedlo have all of the following� a thermal efficiency § 110A (a) � that cornplies with the Appliance Efficiency Regulations; an on-off Switch mounted outside of the heater that allows shutting off the heater Water piping and cooling system line insulation. Pipe forcooling system lines must be insulated as specified in§ 150.00)2A Distribution without adjusting the thermostat setting; a permanent weatherproof plate orcard with operating i mtructions, and must not use electric piping for steam and hydronic heeling systems orhol water systems Must meet the requirements in TABLE 120.3-A* resistance heat inc,[* � ---Insulation Protection. Insulation must be prolectedfrom damage, including that dueto sunlight, moisture, equipment maintenance, and wind. Piping. Any pool or spa heating equipment must be installedw1h at least',*b inches of pipe between the filter andthe he,der, or dedcailed § 110.4(b)1: suction and return lines, or built-in or built -un connections to allowfor future solar healing § 1 104 (b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. cause de,gradcalion of the material. Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time s�mlch that § 110,4(b)3: will allow ail pumps to be set or programmed to run only during off-peak electric demand periods - § 110,5, Pilot Light. Natural gas pool and spa heaters must not I'lave a continuously burning pilot light. § 1�T.0(p) Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for Pump Sizing, flow 120\/ electrical receptaclewilhin3 feet ofthe water heater, a Category III or lVvent, or a Type B vent with straight pipe between the outside rate, piping., filters, and valves,.* I Lighting Measures: § 110,9, Lighting Controls and Components. At lighting control devices and systems, ballasts, and lumnares must meet the applic,able recluirements § 150.0(n)2: of § 1 10.9- § I 1 0.9(el, - ,Ili efficacy light source for compliance,01h § 1 160,0�), a residential light mime Must JA8 High Efficacy Light Sources. To quality as a JAB hic P13-ftic R�*anris be cerlified to the Energy Commission according to Reference Joint Appendix JAB, - § 150.ON 1 A Luminalre Efficacy. At installed luminaires must be high ef5czcy in accordance with TABLE 1500-A. Ducts. Insulation installed on an existing space-conditionng duct must comply with § 604.0 of the California Mechanical Code (CIVIC). If a . Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contan a lumineire or § 150.0(k)l B- other device must be no (reater than tha nurnber of bedrooms These electrical boxes must be served by a dimmer, vacancy sensorcontrol, or I CNIC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of C MG fan speed control. §§ 601.Q M2.Q 603.Q 6D4.Q 605.0 and N ISIISMACNA-006-2006 HVA.0 Duct Construction Standards Metal and Flexible 3rd Edition. Portions Recessed Downlight Luminaires In Ceilings. Luminaires recessed into ceilings must meet Ell of it-,,- requirements for insulation cr,rl act (IC) § 150%) 1 C- il _, maintenar - aid socket and light source as describe d in § 150%) 1 C. A JA8-2016-E light source rated for labeling, air leakage, spal'i nce, amiriimurn installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing eleval ed temperature must be installed by final inspection in �1 recessed downtiaht luminaires in ceilin.gs. § i KON1 D: Electron1c Ballasts. Ballasts for fluorescent lamps rat ed 13watt s or great er must be electronic and must have an OLAPUt frequency no less then mastic, tape, or other duot-closure system that meets the applical--,Ie requirements of UL 181, UL 181A, or UL 1 81 B or aerosol sealant that 20 kHz meets the requirements of UL 723. If mastic or tape is used to seal operings greater than % inch, the combination of mastic and either mesh or Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fens must be rated to consume no § 150,0�)l E: more than 5 watts of power per lurrinaire or exhaust fan as determined in accordance Nktith § 130.0(c). Night lights do not need to be controlled , sheet metal, duct board or flexible duct must not be used for conveyingconditioned air. Building cavities and suppM platforms may cor-fain b vacancy sensors § 150 ON1 F Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufactur er in kitche n exhaust hoods) Factory4Fabricated Duct Systems. Fadory-fal.-iricaled did systems must comply with applicable requirements for duct construction, must meet the applicable requirements of § 150.0(k),' connections, and closuresr joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct Screw based lurninalres. Screw based luminaires must not be recessed downl;ght luminaires in ceilings and must contain lamps thal comply § 150%)l G: with Reference J*t Appendix JAB, Installed lamps must be mar'ked with'ib,R2016" or'JA8-M 6-E" as specified in Reference Joid, Appendix Field -Fabricated Duct Systems. Fiel6fahr"ed dirtsystems mint comrily with applirable requirementsfor pre.�,;ijrf,-.c;f,,nqitivptape.'T, JA8,* § 15D,O�)l H: Enclosed Luminaires. Light sources installed in enclosed luminaires must be JA8 compliant and must be marked with'JM-201 6-E.' § 1 5T,0 �)2A, Interior Switches and Controls. At forward phase cut dimmers used with LED light sources must comply with NEMASSL 7A I § 1550.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems' Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must haveeither automatic or readily accessible, Interior Switches and Controls. Luminaires must be s,,A�tolilpci with readily aocessiblecontrols that permit the luminaires to be manually § 150%)2C Switched ON and OFF, § 150.0N2D Interior Switches and Controls. Controls and equipment must be installed in accordance with manufactures instructions § 1T%)21E� Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with plastic cover. Cellular foam insulation must be protected as above or paintedwith a coating that is water retardant and provides shielcirlig from § 150 ON § 150 0(kff: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110 9. . Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the innercore and Oder vapor barrier. - Interior Switches and Controls. Arrl energy management cortrol system (EMCS) may be used to comply with dimmer requirements if it § 153 0�.)2& functions as a dimmer amording to § I 10.9, meets the Inst allation Certificate requirements of § 1204, meets tlie El' C'S require". its of S occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in 130.5(0� and meets all other requirements in � 150 0(k)2. , accordance with § 150.0(m) 1 1 and Reference Residential Appendix RA3. I Interior Switches and Controls. An EMCS may be used to corriplywth vacarry sensor requirements in § 150,0k1k) if it meets all of tile § 150%,)2I-[ following it functions as a vacancy sensor according to § 110.9, the Installation Cerlificate requirements of § 1304, thp,EMCSrequirp,mentsof§ conditiorling component, except evaporative coolers, must be proAded with air filter devices that meet the design, installation, efficiency, 130.5(f); andall olherrequirementsin�i50%)2. � I § 1-50 0 (k) 2 1: -1, ements in § 150.0(k) if it I Interior Switches and Controls. A mult iscene prcgrammabi e cort roller may be used to comply,00th dimmer reqUir VV�xd prew-4W.-vo pro vi des the functionality of a di mmer according t o § 1 10,9, and compli es with all other applicabIl e requirements in § 15D,O (k,)2 I at, 2016 Low -Rise Residential Mandatory Measures Summary § 150.0�)3A Clearances. Installed aircondtioner andheat pump ouldoor condensing units must have aclearance of at least 5feet from the outlet of any rrli carml udhicsives dryer vent. IB. § 1_ro.o(ilp . Liquid Line Drier. I ristalled air conditioner and heat pump systems must be equipped with I iquid line filter driers if required, as specified by Outdoor --,wet akllhet:iv-� manufacturer's instructions. § 150.00)1: StorageTlank Insulation. Urfired W water tanks, such as storage tanks and backupstorage tanks for solar water- heali ng systems, must have Ruht,,cr noo r a*;Ihc-,,i,e-c5 R-12 external insulation orR-16 internal insulation where the internal insulation R-valLie is indicated onthe exterior of thetank. § 1 ,T.0 �)3A Water piping and cooling system line Insulation. For domestic hot water system piping whether buried orunburied, all of the following must Cerarnictilc adlhk--�hvs be insulated according to therequirements of TABLE 120.3-A thefirst 5feet of hot and cold water pipes from the storage tank; all piping with a § I T.0 @2A nominal diameter of 314ir-ch orlarger, all piping associated with a domestic hot water recirculation system regardless of the pipe diameter D rNr,va 11 wd pa lic I adhr.,�i-,�w, piping firomthe heating source to storagetank or between tanksl- piping buried laplowgrade, and all hot weierpipesfrom the heating so�we to § 150%)3R kitchen fixtures.' § 150.0@28-1 Water piping and cooling system line insulation. At domestic hot water pipes that are buried below grade must be installed in awaterproof § 150.0(k)3C- and non -crushable casinq or Sleeve.' § 15D.00)2C. Water piping and cooling system line insulation. Pipe forcooling system lines must be insulated as specified in§ 150.00)2A Distribution § 150.0�pD. piping for steam and hydronic heeling systems orhol water systems Must meet the requirements in TABLE 120.3-A* §'150.00)3.. ---Insulation Protection. Insulation must be prolectedfrom damage, including that dueto sunlight, moisture, equipment maintenance, and wind. § 150.0�)4: Insulation Protection. Insulation exposed to,weather must beinstalled with a cover suitable for outdoorservice. For example, protected by § 150.0@3A aluminum, sheet metal, paintedcawas, or plastic. cover. Thecover must, be water retardant and provide shielding from solar radation that can § 150.0�)5: cause de,gradcalion of the material. § 150.0�)31]li lnsuW!on Protection. Insulation coveingchilledwater piping and refrigerant suction piping located outside the conditioned space mu&1 have a .Adlli�-s:i vt.� rvriw- r for CkiM i c Class I or Class 11 vapor retarder, � 1510(1�6A Gas or Propane Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of the following a § 159.0(h)1: 120\/ electrical receptaclewilhin3 feet ofthe water heater, a Category III or lVvent, or a Type B vent with straight pipe between the outside S t mi c hi -i raJ w ncad! Tn en i h ,---r a d h .2 kz i -.-e termination and the space where the water heater is installed, acondensate drain that is nomore than 2 inches higherthan the base of the 'Toj-� and trim ndlicv�oe wderheater, and allows natural draining will -00 pump assistarre� and a gas Supply line with acapacity of at least 2DQOOO Btulhr. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple daielling units must meet the requirements of § 110.3(C)5. § 15D.O(n)3: Solar Water -heating Systems. Solar water-heatinq systems and collectors must be certified and rated by the Solar Rating and Cer-tification P13-ftic R�*anris Corporation (SRCC) orby a listing agemv that is approved by the Executive Director. Ducts and Fans Measures: § I 10.9P3. Ducts. Insulation installed on an existing space-conditionng duct must comply with § 604.0 of the California Mechanical Code (CIVIC). If a § 1 10.10(a)l .. contractor installs the insulation, the contractor must ce0v to 1hecustomer, in writinq that the insulation meets this requirement. 1 P �:] CNIC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of C MG § 1 10.10(a)2 §§ 601.Q M2.Q 603.Q 6D4.Q 605.0 and N ISIISMACNA-006-2006 HVA.0 Duct Construction Standards Metal and Flexible 3rd Edition. Portions Ma�neqitecvrnient crofivils of supply -air and return -air ducts and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CIVIC § 6D5.q or 0 amiriimurn installed level of R-4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing § 150.0(mI 1 � (PA3.1.4 3.8). Connections of metal ducts and inner core of fley,ible ducts must be mechanically fastened. Openings must be sealed with met,11,111C t�4pffientcd ooati,p,; � mastic, tape, or other duot-closure system that meets the applical--,Ie requirements of UL 181, UL 181A, or UL 1 81 B or aerosol sealant that § 1 10.110�)l � meets the requirements of UL 723. If mastic or tape is used to seal operings greater than % inch, the combination of mastic and either mesh or 250 tape must be used. Building cavities, support platfornris, for air handlers, and plenums designed or constructed with mdeiri As other than sealed _ Pre tre atinen t ww;h primc-irs sheet metal, duct board or flexible duct must not be used for conveyingconditioned air. Building cavities and suppM platforms may cor-fain � dulds. DLrtsim-ta!led in cavities and suppod platforms must rot be compressed to cause reductions in the cross-sectional area of the ducts! � 10) Factory4Fabricated Duct Systems. Fadory-fal.-iricaled did systems must comply with applicable requirements for duct construction, § 150.0(m)2. connections, and closuresr joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct § 1 10.10(b)3A: tapes unless such tape is used in combinationwith mastic and draw bands. § 150.0(m)3. Field -Fabricated Duct Systems. Fiel6fahr"ed dirtsystems mint comrily with applirable requirementsfor pre.�,;ijrf,-.c;f,,nqitivptape.'T, Rrcwl f cm ti 02�3 I mastics, sealants, and other requirements specified for duct construction. § 150.0(m)'T - Backdraft Dampers. All fan systems that exchange ar between the conditioned space and the outside of the building must have backdraft or 1") automatic dampers. § 150.0(M)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must haveeither automatic or readily accessible, - I manually operated dampers in all openings to the outside, except combustion inlet and outlet air operiings and elevator shaft verils. � I Protecition of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150,0(rog wind. Insulation exposed to weather must be suitable for outdoor seR�ce. For example, protected by aluminum, sheet metal, painted canvas, or 1 4� plastic cover. Cellular foam insulation must be protected as above or paintedwith a coating that is water retardant and provides shielcirlig from § 1 10,10(d): solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex duct must have a non -porous layer between the innercore and Oder vapor barrier. - § 1 10,10(e)l: Duct System Sealing and Leakage Test. Ofl-ien space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0 (m) I 1: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in § 1 10.10(e)2: accordance with § 150.0(m) 1 1 and Reference Residential Appendix RA3. I I Air Filtration. Mechar,ical systems that supply air to an occupiable space through ductwork exceeding 1 0 feet in length and through a thermal § 150.0(m�j 12. conditiorling component, except evaporative coolers, must be proAded with air filter devices that meet the design, installation, efficiency, I pressure drop, and labeling requirements of§ 150.0(m),12. I lk , ", "J" Ir 5_1 __ 2016 Low -Rise Residential Mandatory Measures Summary § 150.0(k)2J: - Interior Switches and Controls. In bathrooms, garages, la.indry rooms, and utility rooms, at least one lurnnaire in each of these spaces must rrli carml udhicsives be controlled by a vacancy sensor. § 150,0�)21<: Interior Switches and Controls. Dimmers or vacancy sensors must control 61 luminaires required to have light sources compliant wth Outdoor --,wet akllhet:iv-� Reference Joint Appendix JM, except luminakes in closets less than 10 square feet and lurninaires in hallways.' § 150.0(k)2L Interior Switches and Controls. Undercabinet lighting must be s*itched separately from other lighting systems. Ruht,,cr noo r a*;Ihc-,,i,e-c5 Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mourled to a residential building or to other § 1 ,T.0 �)3A buildings on the same lot, must meet the requirement in item § 150�0(k)3Ai (ON and OFF switch) and the requirements in either item Cerarnictilc adlhk--�hvs § 150.0(k)3Aii (photocell and motion sensor) or item § 150 0(k)3A,iii (photo cont rot and automatic time switch control, astronomical time clock, or VCT and iwzChnit tile wjfi,�shvvs EMCS). D rNr,va 11 wd pa lic I adhr.,�i-,�w, Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for Ovate patios, entrances, balcones, § 150%)3R and porches- and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply wilh NIq It ip.ii rrv,-__, ecyn I s"ction ndhe-,Nx-, either � 1 50.b(k)3A or,,-Ath the applicable requirements in qj 11 0.9, 130.Q 130-2, 130.4, 140.7 and 141.0. , - § 150.0(k)3C- Residential Outdoor Lighting. For low-rise residential buildrigs withfour or more dwelling units, outdoor lighting not regulated by 1; i r - LL- I �- - P I v P7 or)f m e m b m T) 7 ,- d I r� s i v es � 150%)38 or § 1500(k)3D must comply with the applicable requirements in § � O.Q 130 2,130.4,140.7 and 141.0. � � � § 11 0.9, 13 § 150.0�pD. Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a told of eigh[ or more I SPECIATTY A' PPLICATI?_',flS vehicl2s per site mus t comply with the applicable requiremen s in �§ 11 0.9,130.Q 130.2,130.4, 140.7, and 141.0. § 150.0�)4: Internally illuminated address signs. Internally illuminated address signs must comply wqh§ 140.81 or must consume no more than 5 watts of CP'VC wield in!! power as determined according to§ 130.0(c). § 150.0�)5: Residential Garages for Eight or MoreVehicles. Lighting for residential parking garages for eight or more vehicles must comply wthithe PI istic w m mt weldi ng applicable requirements for nonresidential garages in§§ 110.9, 130,Q 130.1, 130.4, 140.6, and 141.0. � - .Adlli�-s:i vt.� rvriw- r for CkiM i c Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the totall interior � 1510(1�6A common area in a single building equals 20 percent, or less ot thetloor area, permanently installed lightingtor the intenorcommon areas in that I %i7d p uir� n3i_� wntpell ndhi� 0,-.� ,�pc building must be high efficacy luminaires and controlled by an occupant sensor - S t mi c hi -i raJ w ncad! Tn en i h ,---r a d h .2 kz i -.-e Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the totall interior 'Toj-� and trim ndlicv�oe common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must § 150%)1`391 i. Comply vAh the applicable reqdrementsin §§ 110,9, 130.0, 1,T.1, 140.6 and 141.0, and ?, I k� I, -J t��) 'Til i-1 3 I ii. Lighting installed incorridors andstairwells must becontrolledby occupant sensorsthat reducethe lighting power in each space by iat least P13-ftic R�*anris 50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: fo Single Family Residences. Single family residences located in subdvisions with ten or more siNle family residences and where the § 1 10.10(a)l .. appl ication for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the 1 P �:] requirements of � 1 10.10(b) through § 110. 10(e). � § 1 10.10(a)2 Low-rise Multi-farnily Buildings. Low-rise MUlti-family buildngs must comply Wth the requirements of § I 10. 10(b) through § 11 0. 10(d). Ma�neqitecvrnient crofivils Minimum Area. The solar zone must have a minimum told area as described below. The solar zone must comply with access, pathway, smoke 0 vent lation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a locall 1 T jurisdiction. The solarzone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet met,11,111C t�4pffientcd ooati,p,; � each for buildings with roof areas less than or equal to 1 0,000 square feet or no less than 160 square feet each for buildings with roof areas § 1 10.110�)l � greater than 10,000 square feet. 250 For single family residences the solar zone must be located on the roof or overhang of the building and have a tot of area no less than 21T _ Pre tre atinen t ww;h primc-irs square feet. For lo*dse mult4amily buildings the solar zone must be located on the roof or overhang of the building or on the roof or overhang � of another strucVe located within 250 feet of the building or on covered parking installed with the building prcIecl, and have a total area no less � 10) than 15 percent of the total roof area of the building excluding any *Iigft area.* § I 10,10(b)2 Orientation. At sections of the solar zone located on steep -sloped roofs must be oriented between 1 10 degrees and 270 degrees of true north. § 1 10.10(b)3A: Shading. The solarzone must not contain any obstructions, including but not limited ta vents, chmneys, architectural features, and ro-of 25-0 mounted equipmert' Rrcwl f cm ti 02�3 I Shading. Any obstruction located on the roof or any other pal of the building that projects above a solar zone must be located at least twice the � I 10.10(b)3B: d stance, measured in the horii plane� of the height difference between the highest point of the obstruction and the horizontal projection of 1") the nearest point of the solar zone, measured in the vertical plane.* § 110.100)4� Structural Design Loads on Construction Documents. For areas of the roof designated as solarzone, the structural designioads for roof - I dead load and roof live load must be clearly indicated on the construction documents. I Interconnection Pathways. The construction ducurrients must in&,ate� a Iccation fcq- invei-ters drid mdcring equipment arid a pathway for § I 10.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of 1 4� interconnection Oil be the main service panel)� and a pathway for routing of plumbing from the solar zone to the water -heating system. , _ § 1 10,10(d): Documentation. Acopy of the construction documents or a comparable document inclicaling the information from § 1 10-10(b) through _St,n,V*_, Swimirniniz M, r% I cce , 6 n2,-; § 1 10.10(c) must be provided to the occupant. § 1 10,10(e)l: Main Electrical ServIcePanel. The mein electrical service panel must have a minimum busbar rating of 200 amps, 1170i Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 1 10.10(e)2: breakerfor a future solar electric installation. The reserved space must be: positioned at the opposite 0oad) end from the input feeder location or I , main circuit location, and permanently marked as'For Future Solar Electrie. I 2016 CALGreen Residential Mandatory Measures Planning and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and . drainage system will manage all surface water flows to keep water from entering building. Exception: Additions or alterations not altering the drainage path. 4.106.4.1 - Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size I (nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated brpnch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as " EV CAPABLE". Energy Efficiency 4.201.1-5.201.1 - Low-rise residential (Section 4.201.1) and high-rise reside ntia 1/h ote I/mote I (Section 5.201.1) building shaft meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. Water Efficiency and Conservation Indoor Use - 4.303.1 - Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1 - Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1 - Residential lavatory faucets maximum flow rate shall not exceed 1.2 gpm. The minimum flow rate shall not be less than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle. 4.303.1.4.4 - Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Use - 4.304.1 - Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Conservation and Resource Efficiency 4.406.1 - Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 1 4.408.1 - Construction Waste Reduction of at least 65% - A minimum of 65% of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. 4.408.4 - Waste -Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1 - Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 4.410.1 - Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. Environmental Quality 4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA New Source Performance Standards (NSPS) emission limits as applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1 - Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits. 4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Carpet Systems - Shall be compliant with VOC limits. 4.504.4 - Resilient Flooring Systems - 80% of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or to be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1 - Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized, designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1 - HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1 - Documentation -Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. TABLE 4.504.1 ADHESIVE VOC LIMrTI,2 tw�,* VirAmrnnil Lmm� Eymnt Cornoundg In Glomw 15,5FUU-51' AP CHITECTU'PAL APPLICATIONS CUPP ENT VOC LINITT rrli carml udhicsives 5) Carp o rod ndh,_niws 5�) - Outdoor --,wet akllhet:iv-� 0 ri M`ood l`lo,,,TiTi,;7 nd1hNh-c 100 Ruht,,cr noo r a*;Ihc-,,i,e-c5 6.0 SUI -11`10017 Zd1Y1!;iW--, 5) Cerarnictilc adlhk--�hvs 65 VCT and iwzChnit tile wjfi,�shvvs 5) D rNr,va 11 wd pa lic I adhr.,�i-,�w, .,W� Cm--- llw� a dhk,g K�,� 5A . NIq It ip.ii rrv,-__, ecyn I s"ction ndhe-,Nx-, "" Struc miral pll nz inp� adhes hx-, Inn 1; i r - LL- I �- - P I v P7 or)f m e m b m T) 7 ,- d I r� s i v es 2 _1 0 - othr-r "Idt w i v��, irint 5"C i f IL -,d I,y lig wl -10 SPECIATTY A' PPLICATI?_',flS U @) N 6 = ,90:14 P V .C' u v I ki i " a . 1-510 CP'VC wield in!! 490 AB S xt -,,? I d i n rg 325 PI istic w m mt weldi ng 250 .Adlli�-s:i vt.� rvriw- r for CkiM i c :550 1 Contxt adh,r,iw ,- E". - I %i7d p uir� n3i_� wntpell ndhi� 0,-.� ,�pc -1 .50 S t mi c hi -i raJ w ncad! Tn en i h ,---r a d h .2 kz i -.-e 14n - 'Toj-� and trim ndlicv�oe 250 f"VEr, 13 '.*,TRA.TE SPECIFIC AFT'LIC-ATI0113 29) ?, I k� I, -J t��) 'Til i-1 3 I 3n I P13-ftic R�*anris 5r,l - Porous miated 31 (c -,Kc ept --cr-1) fo "Wrl nd . 3i7li Fit�'-Pyll.,.� - ___ - 1 P �:] I . If an ad b e -sive it; u se d tc, "id di �mi mi Ly su Ih s,tr a res toy c- t I -ft -r, th e a d -#:,- sive %x*h thic h ig-best V0C contont shjli'hz all,o,,%vd. ' '2 - T --or add iti,7fnal i n fc,mi aticm rcv a rdi fil- in eth o d! �� t o n'r' a-su re the VOC c onte int ' , � ,vict ,,ro-'ificd in thh: ta,ble, see South Cumst Air Quality NInna,genrimt Dis Rtil�- 11116R. TABLE 4504.2 !SEALANT VQQ LIPAIT Lpg-s Wate-rand Lost r=xeimp1 Compounds h Grams p?r 1_11tor SEAL AW S CUP P 91T VOC LINTIT Architoctiliml ,�r 0�1 I fiim� deck 1719n I -NI-i Non m em hmnc� �r-f X10 Rn-Jdv,-"Tv '55f") . - 1;; n a I ,- P I y rKx-,r rin em� ra rv- � - A!W) , 0ther 4.:y) SEALANIT 7PITAEP,S 4_00 Arctitoctural Non pxntr� Pnrriu�.7- 290 1 775 N,lo d i Fi t. d h i I urril n -) w, 1 9710 Nti rii w. cl-ej*: 76f) - I Other 7 Xj I I I TABLE 4504.3 1 VaC CONTENT LIFAITS FOR AIRCHTE CTURAL COATPIGS; " Gtarm,rofVO,Cpi3rLftQTOfCol.ting. . Lvgs riater and Le"s Exempt Gompoundg I I � COATINC, CATI=-,QCPV EFFECTI'VE ilri�20`16 - EFFECTIVE VV2012_ .n,-tt o-wi nR'ng . IND 0. M_ Mvirin4t c-o4tiq-s I I ynl i I ?Aodium demitv ribef-IrcuAl MN ,if 1,1 t-hi� ll,i gi �vvt &-iq n g, � 1 15�.) 1 - SPECIIAUTY COATINf,4' - Aluminum mof co adn?s 4_00 Nc7s Bawfnem sr,edatry comlq�3 41')) "o t- ltn Bitumi roof contings 51 W F_,"111 1 Bi fit ni rims forvir Pri ov'r.'s I I 319) in 0 1-1 r, &wnd tqrater.� 3-59 . Gmamte mft, winpov ods" 35;n, U @) N 6 = ,90:14 Ccmcrete�miqmry sealers I CC 0 I)r+47.vay st-aters 53 ID E 10 W = .- . Dry f6p coltig?l I 9) 94 Poix fini-sbitio cmlinps 114;0 .,:$- 00 en Fire restiRtive coatims -3 SO I nQor vn,rjgs I T, �4 F -T M -Ido 1!,�-) C 0 MM, I a ndq 29) �4 &-mwhic nrr.% ormitiaps (Sigo r.qints) 51710 4� frl�th Item pen in fe col tings 43J (:t� ' Indul'iiA milint,eflancecirotiflin 250 i Law ,,,A CIS cmil I taksl Im I Ma�neqitecvrnient crofivils 45D 0 M w� (r, te X 0.1f e co a I i n z5 1 T met,11,111C t�4pffientcd ooati,p,; � -sirl'i �?�- I Multicotor exxitiri s 1 250 �4 _ Pre tre atinen t ww;h primc-irs 420 � Pfi.wr& wokr.R. aiall unde"ateirs � 10) �-I Re actti%le rvaArili n?, sea'Lns 35�) � 14,or-It,d c*atiriw 25-0 r�� �-� Rrcwl f cm ti 02�3 I T_ E .... q Ru tt pr��wnrafiw cmlln�4 1") il� 0 Sh.?11W,S C_ t, af Opnque 730 I 5 -TJ - - I _ _ SCt\6jJ,-d!1'EjmPn. seiiles " vMefom�_,rs 350 too slzulil 2-190 1 4� rom�n'fidlflt!-, 149) _St,n,V*_, Swimirniniz M, r% I cce , 6 n2,-; 34i) Truffic Ma&1fl,&,Coatin1,s 1170i MANDATOR*'r TO zind tile relinith coadiripi 421) Date :201-7 Water1ronfiril imentranes 233 Wr-vd toritimi r? 5 Job VV�xd prew-4W.-vo .3 4.�:) 1 1 - , h Wunins 34.1711 1 1. G ru m s c4- N'0 C r_ r I . ifer of coatinu.. including -%-jw-r and including merript CZ cnm"- inds. 1 2. 7licTeci fied limits reviiiin in effect unlc-,-S revised Iii rnits lam 111i4ed insubse- que,ritcoliumnsinthe 0-411e. , 3� Nalues In this table are 6--tivvd from those specifir-c! by t1re California Adr , . Re-,nirce-, Boarcl, Architectural CoaLings Su-c!s,t,�J Control N-tmslire, 0 C11 T-,cbruary 1, 200& More infoririotin-fri is avail able from die Air V.e",_ jrcvs Board. I TAPLE 4.504-5 1 F0F1".ALD`I7H1YDE LIMITS1 I'laxi'mum rormArdp- hvdp Emig --Ionr, in PaTis De.r Ullion PROQua QVI31101T LUAIT Hardwood plyw(w-d -wno-r core 0.05 - llirdwoo d plywrK)d ammp,rlsilv, cort.- 0. M_ TIA'dcboard' 0. 0) - I ?Aodium demitv ribef-IrcuAl 0.11 - I Tbin modiurn densitv fiber-I-xiird' 0. I -1,11 I . N"011UP5 in tbb� table uv dzrivixl FrQm thr.ve,T.ccificd tri thv Cali1rvirrib. Air I P_eqDmrk-.-% Board, Air Toxics; COntrol Nfeastim fbr Chmpo%ite,1V`ood a', re-sted i -n accioal,ance with ASTNI E 1333. For add itionnal ifif6milatioln- se�_ CiTl�,(Orxi,rCL-dectrPe.gfi,l�i,*Ion-,c,Titt,c- 171,Sectinns 931'20thr-_u,-h93I 20.12. 1 1 �. 11ii frr�diLim &mitN,fTtbe0,-c_arJ Irt.saima-virritmthiclaite-,s of%,Olml (Sinim). � - � . , . 0 .4 " * " . .,. I h e" �' I I o I . . I I 0 1 _:.'. '! , � , , v .� �' I ., ,. - t �; _. . � 11 - , , PERMIT # - I - BUTTE COUNTY DEVELOPMENT SERVICES - , . REVIEWED FOR � CODE COMPLIANCE oi! ' BY 4gL:�� _? � I _ DATE E - ?-/'-" NOTE: THE PRO-.JEC.,T MANAOER OR 6ENERAL CeONTRACeTOR NILL E3E THE RESPONSIBLE PERSON TO C.,OLLEC.7 AND FROVIF,�E VERIFIC,ATION OF C,ALOREEN C,OMFLIANCZ TO THE EUILDINO IN5f='EC,TOR FRIOR TO EUILDINO FINAL. I I I Revision: Date: By: - Nc7s F""o "o t- ltn 1111111111111""'11 4 als 00 W F_,"111 1-11 = en 'W 00 L) in 0 1-1 r, 0 W .0� �,Z -g " 4 C7� .0 . 11n tm C*s CJ �* = .� 'I 0111111,1111,111111 �11110 U @) N 6 = ,90:14 g:4 = L) .2 = tM U cu ;_4 U 0 * 0 . . ;;_ = .-!� C1 P4 cs� _0� ID E 10 W = .- W 04 0 94 * 9 en ca,l 00 en I U) �4 �4 �:) �4 U) <:� W 4� F4 �� (:t� C_� >, �4 Q� <� U 0 E- --i �_! (�::) -<� �?�- 1-1 &--, -e�� �4 �� W r::) _t_ �-I C\2. U) �4 �4 r�� �-� I._4 E .... q 1--1 E____I '�6 0 AR 0 A. A 1\ -J () ,::�k H * No. C 1 83 * 1 4� k . 4 \J RE51DENTIAL CALOREEN MANDATOR*'r MEAWRE5 I Date :201-7 Scale Drawn Job Sheet //02% U ICE% t7, Of ".. ---------------------- Sheets J - � L0 in CN It 66 r- Tq 0 04 "I 00 1�1 to . . - I- � - __ - - ." I I -------, ___ , - _ __ - � I __ I - __ - � ___ __ - - _____ -,-- - . - __ _ , I 11 I � . --1--_1_T_ i I I I : ------- - __ __ _� - i ; � --'---