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HomeMy WebLinkAboutB17-2167 064-710-043Butte 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 LastN e First Na e r^.; Mailing Address CityM -�, Stat Zip�S 1`J► � e'1 Phone /` Fax I Email Cell MailJn ddress , I _ 13 Q / —cZI-4 1 City IN State Zip 9 Phone Fax IJ ',T (41 39 Email LJ �� I—t IIC,Jt-% JD414-s % �. Cell 66130�- 7��--I 1 ] 3 50rV,ofV f-�i'c J ` Licenslt No. Class I qI 8- INa ��19,011 Mailing Address City tStat Zi ,1C-44 1 Phone Fax 6-:b Email upH p�1C44-.7 Cell CA State LYcense No. Last N me First Na e` Mailing Address 4`q - 0-144' 1 Cit State Zip 60 1 5 Phone Fax QJ 5 -SO -9 4 Email LJ1 A\tiJ"/ 6101, Cell_ _ ice ;l APPLICANT 'iSIGNA ND DATE :- 1q I Print Ma PERMIT NO: /#*07,b 9_00ell BIN NO: FORM NO DBP -1 ttp://gismailskuttecounty.net/flexviewer/bcdatasearch/index.htmI 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 below to see Manufactured Home Alterations and Permit Guidelines at: httr)://www.hcd.ca.aov/codes/mhr)/HCD PhoneLJS@ f 255-2501 Is this a Manufacture Mobile Home (circle one) Yes r No Living Area: Zoning: SRA: Code Enf --- r., .....,.7 *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. U. 2 1-, Paye l of' l CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD s Project Name: Irvine Fire Remodel Calculation DatefTime: 15:27, Fri, Sep 08, 2017 Calculation Description: Ex HVAC Altered DHW Input File Name: Irvine Fire Remodel.ribd16 GENERAL INFORMATION 01 - 02 03 04 06 08 10 12 Project Name I Irvine Fire Remodel Calculation Description I Irvine Fire Remodel Project Location 114724 Bridger Ct City Magalia Ca Zip Code 195954 Climate Zone I CZ11 Building Type Single Family Project Scope I Addition and/or Alteration 14 Total Cond. Floor Area (ft) 1414 16 Slab Area (ft2) 1414 18 Addition Cond. Floor Area (ft) 0 20 Addition Slab Area (ft) 0 COMPLIANCE RESULTS CF1R-PRF-01 Page 1 of 7 B 17-2167 A- 1 /PCI 064-7111-II43 SEPTENIBER 141?017 `JE1lTRCfSS ROOF/SIDING 05 Standards Version Compliance 2017 07 Compliance Manager Version BEMCmpMgr 2016.3.0 (934) 09 Software Version CBECC-Res 2016.3.0 (954) 11 Front Orientation (deg/Cardinal) 35 - 13 Number of Dwelling Units 1 15 Number of Zones 1 17 1 Number of Stories 11 19 1 Natural Gas Available I No � 21 1 Glazing Percentage (%) 112.1% 01 Building Complies with Computer Performance ✓ 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 35.67 35.54 0.13 0.4% Space Cooling IAQ Ventilation 118.46 0.00 102.92 0.00 15.54 0.00 13.1% 0.0% Water Heating 35.35 35.35 0.00 0.0% Photovoltaic Offset ---- 0.00 0.00 Compliance Energy Total 189.48 173.81 15.67 , f 8.3% REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins • New ductwork added is less than 40 ft. in length Registration Number: 217-P010309560B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-09-08 15:57:10 Report Version - CF1 R-08292017-934 HERS Provider: CaICERTS inc. Report Generated at: 2017-09-08 15:28:33 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Irvine Fire Remodel Calculation Description: Ex HVAC Altered DHW HERS FEATURE SUMMARY Calculation Date/Time: 15:27, Fri, Sep 08, 2017 Input File Name: Irvine Fire Remodel.ribd16 CF1 R -PRF -01 Page 2 of 7 The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • --None-- Cooling System Verifications: • Minimum Airflow • Verified Refrigerant Charge HVAC Distribution System Verifications: • Duct Sealing required if a duct system component, plenum, or air handling unit is altered Domestic Hot Water System Verifications: • --None -- BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Irvine Fire Remodel 1414 1 1 3 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 House Conditioned HVAC System 2 1414 8 DHW System Existing I n/a OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft) Tilt (deg) Status Verified Existing Condition Ex Wall Front House Wall R-11 35 Front 372 67 90 Existing No Ex Wall Left House Wall R-11 125 Left 324 36 90 Existing No Ex Wall Back House Wall R-11 215 Back 372 88.02 90 Existing No Ex Wall Right House Wall R-11 305 Right 316 18 90 Existing No Ceiling (below attic) House R-38 Ceiling 1414 Altered n/a Registration Number: 217-P010309560B-000-000-0000000-0000 Registration Date/Time: 2017-09-08 15:57:10 HERS Provider. CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CH R-08292017-934 Report Generated at: 2017-09-08 15:28:33 I -- CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 15:27, Fri, Sep 08, 217 Project Name: Irvine Fire Remodel emodel.ribd16 Calculation Description: Ex HVAC Altered DHW Input File Name: Irvine Fire R CF1 R -PRF -01 Page 3 of 7 FENESTRATION I GLAZING 01 Name Ex F1 Ex F2 Ex F3 Ex F4 Ex L1 Ex L2 Ex L3 Ex B1 Ex B2 Ex B3 DEA Surface (Orientation -Azimuth) Ex Wall Front (Front -35) Ex Wall Front (Front -35) Ex Wall Front (Front -35) Ex Wall Front (Front -35) Ex Wall Left (Left -125) Ex Wall Left (Left -125) Ex Wall Left (Left -125) Ex Wall Back (Back -215) Ex Wall Back (Back -215) Ex Wall Back (Back -215) 03 Width (ft) 4.0 3.0 6.0 6.0 8.0 6.0 M. Height (ft) 4.0 3.0 3.0 2.0 r 4.0 6.7 05 Multiplier 1 1 1 r' 1 1 1 1 1 i 5. Area (ft2) 16.0 9.0 6.0 16.0 18.0 6.0 12.0 16.0 32.0 40.0 07 U -factor 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 1.28 SHGC Exterior Shading 0.80 Insect Screen (default) 0.80 0.80 Insect Screen Insect Screen (default) (default) 0.80 Insect Screen (default) 0.80 Insect Screen (default) 0.80 Insect Screen (default) 0.80 Insect Screen (default) 0.80 0.80 Insect Screen Insect Screen (default) (default) 0.80 Insect Screen (default) 10 Status Existing Existing Existing Existing Existing Existing Existing Existing Existing Existing 11 Verified Existing Condition No No No No No No No No No No Registration Number: 217-P010309560B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-09-08 15:57:10 Report Version - CF R-08292017-934 HERS Provider. CaICERTS inc. Report Generated at: 2017-09-08 15:28:33 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Irvine Fire Remodel Calculation Description: Ex HVAC Altered DHW Calculation Date/Time: 15:27, Fri, Sep 08, 2017 Input File Name: Irvine Fire Remodel.ribd10 CF1 R -PRF -01 Page 4 of 7 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 09 Name Zone Total Cavity winter Design Edge Insul. R -value Construction Name Surface Type Construction Type Framing R -value U -factor Assembly Layers 173.5 None 0.8 No Existing No • Cavity / Frame: no insul. 12x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 • Roof Deck: Wood Siding/sheathing/decking Asphalt Shingle Roof Attic Roofs Wood Framed Ceiling in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Ceilings (below • Cavity/ Frame: R-9.1 /2x4 R-38 Ceiling attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 38 0.025 • Over Ceiling Joists: R-28.9 insul. • Inside Finish: Gypsum Board • Cavity / Frame: R I I / 2x4 • Exterior Finish: Wood Wall R-11 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R11 0.103 Siding/sheathing/decking SLAB FLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R -value Carpeted Fraction Heated Status Verified Existing Condition Slab On Grade 1 House 1414 173.5 None 0.8 No Existing No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction N Status Verified Existing Condition DHW System Existing DHW Standard Elec W/H 1 n/a Existing No Registration Number: 217-P010309560B-000-000-0000000-0000 Registration Date/Time: 2017-09-08 15:57:10 HERS Provider. CaICERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-08292017-934 Report Generated at: 2017-09-08 15:28:33 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 15:27, Fri, Sep 08, 2017 Project Name: Irvine Fire Remodel emodel.ribd16 Input File Name: Irvine Fire R Calculation Description: Ex HVAC Altered DHW CF1 R -PRF -01 Page 5 of 7 Registration Number: 217-P010309560B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Dateffime: 2017-09-08 15:57:10 Report Version - CIF R-08292017-934 HERS Provider. CaICERTS inc. Report Generated at: 2017-09-08 15:28:33 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Irvine Fire Remodel Calculation Description: Ex HVAC Altered DHW Calculation Date/Time: 15:27, Fri, Sep 08, 2017 Input File Name: Irvine Fire Remodel.ribd16 CF1 R -PRF -01 Page 6 of 7 HVAC - FAN SYSTEMS & HERS VERIFICATION 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan Single Speed PSC Furnace Fan 0.58 IAQ (indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ Recovery Effectiveness(%) HERS Verification SFam IAQVentRP t 0 Default 0 Not Required Registration Number: 217-P010309560B-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration Date/Time: 2017-09-08 15:57:10 Report Version - CF R-08292017-934 HERS Provider. CaICERTS inc. Report Generated at: 2017-09-08 15:28:33 -- RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CERTIFICATE OF COMPLIANCE REST Date/Time: 15:279 Fri, Sep 08, 2017 Project Name: Irvine Fire Remodel Calculation � File Name: Irvine Fire Remodel.ribd16 - - Altered DHW Input Calculation Description. Ex HVAC F L DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Martin Alvis Company: M & T Energy Analyst Address: P.O. Box 534 City/State/Zip: Chico, CA 95927 Documentation Author Signature: Wo z z 2;y/ 4 yn: �v Signature Date: 2017-09-08 15:56:12 CEAIHERS Certification Identification (If applicable): Phone: 530-990-0030 CF1R-PRF-01 Page 7 of 7 RESPONSIBLE PERSON'S DECLARATION STATEMENT - 'n under penalty of perjury, under the laws of the State of California: • • for the building design identified on this Certificate of Compliance. certify the following P Business and Professions Code to accept responsibility •Divisione B to the requirements of Title 24, Part 1 and Part 6 of the California Code o 1. I am eligible under 3 of th nce specifications identified on this Certificate of Compliance conform q 2. 1 certify that the energy features and performance P ed on other applicable compliance documents, Regulations. Certificate of Compliance are consistent with the information proved P 9 building design features or system design features identified on t is agency for royal with this building permit application. 3. The 9 tans and specifications submitted to the enforcement age y P worksheets, calculations,p Responsible Designer Signature: rResponsible Designer Name: Greg Henderson Date Signed: Company: 2017-09-08 15:57:10 Henderson Designs Address: 1540 Hammon Ave. City/State/Zip: Oroville, CA 95966 License: n/a Phone: 530-353-9652 CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Digitally signed by provider responsibility for the accuracy of the information. Registration Number. 217-P010309560B-000-000-0000000-0000 CA BuildingEnergy Efficiency Standards - 2016 Residential Compliance Registration Dateffime: 2017-09-08 15:57:10 Report Version - CIF R-08292017-934 HERS Provider. CaICERTS inc. Report Generated at: 2017-09-08 15:28:33 HeNDCR90N I)FS'GNg 1540 HAMMON AVE OROVILLE, CA. 9596 5 Sep 11, 2017 Mag alia Plan Check Re: Irvine truss compliance: 530-533-1510 I, Greger of the Irvine fire repair plans. Henderson, am the design Job number 17-0804. b wed the attached Truss Drawings Y Endeavor and they I have reviewed intent of the structural design. e in compliance liance with the int p Greg Henderson B1 7-2167 Cl ! A-1/PCI 06 4-710-043 SEPTEMBER 1-{, 21117 NEWTRC?SS-'ROOF/S [DING } Re: Irvine Ann Irvine A $PERMITNUM $PERMITADDRI ilfliTek USA, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 Telephone 916/676-1900 Fax 916/676-1909 The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Endeavor Homes. Pages or sheets covered by this seal: R51641245 thru R51641254 My license renewal date for the state of California is March 31, 2018. /Q���ESSIoN C 75435 m X EXP. 03/31/2018 At• ` I3 1 70-2 16 7 A-1 /PC I 06-4-71.0-043 SEPTEM B.ER 1-t, 211 17 NEW TRUSS ROOF/SUDING September 7,2017 Teodosescu, Eduard 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. r% IM co M r U Z, N N Job Truss Truss Type Qty Ply Irvine_A Vert(LL) -0.17 10 >999 360 851641245 IRVINE ANN A1G COMMON 1 3 Job Reference (optional) Horz(TL) 0.09 7 n/a 7 wen .. I..i nc •fr144 RA:TeL lrw� Ware can nn iA-nd-35 9(117 Pane_ 1 Endeavor Homes, Oroville, CA 95965 a n c O *11 0)Q r% -7-A 2-4-12 ME 2-4-12 - ID:Hrd9Oba2L43iufcyOekvBLzSUKA-bJQjb5ru_Q25RBLiW5eMKRxP3UCO31V4mmOcOygGzw 10-4-12 , 12-9-8 1 16-0-0 1 !PA= 4 2-4-12 2-4-12 3-2-8 Scale = 1:26.3 3x8 II 3x4 = 4x8 = QAV " -,-„ 2-4- Plate Offsets X [1:0-3-5,0-0-51, [Z:0-3-5,0-0-51 LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IBC2012/TP12007 2-4- CSI TC 0.35 BC 1.00 WB 0.39 (Matrix) -4-12 3-2 DEFL in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.17 10 >999 360 MT20 220/195 Vert(TL) -0.34 10 >548 240 Horz(TL) 0.09 7 n/a n/a Weight: 239 Ib FT = 20% LUMBER BRACING TOP CHORD 2x4 DF No.1 &Btr TOP CHORD BOT CHORD 2x6 DF No.2 G BOT CHORD WEBS 2x4 DF No.2 REACTIONS (Ib/size) 1=6389/0-3-8 (min. 0-2-4), 7=6389/0-3-8 (min. 0-2-4) Max Horz 1=-42(LC 15) Max Uplift 1=-1125(LC 6), 7=-1125(LC 7) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-15260/2673, 2-3=-13260/2326, 3-4=-10338/1817, 4-5=-10338/1817, 5-6=-13260/2326, 6-7=-15260/2675 BOT CHORD 1-12=-2545/14441, 11-12=-2545/14441, 10-11 =-2187/12579, 9-10=-2156/12579, 8-9=-2515/14441, 7-8=-2515/14441 WEBS 4-10=-1064/61461 5-10=-3560/650, 5-9=-482/2788, 6-9=-2047/392, 6-8=-201/1296, 3-10=-3560/649, 3-11=-482/2788, 2-11=-2047/390, 2-12=-203/1296 Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES 1) 3 -ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 oc. Webs connected as follows: 2x4 -1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; VuIt=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1. 5) Unbalanced snow loads have been considered for this design. 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 1125 Ib uplift at joint 1 and 1125 Ib uplift at joint 7. 10) Girder carries tie-in span(s): 26-10-0 from 0-0-0 to 16-0-0 LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (pif) Vert: 1-4=-94, 4-7=-94,1-7=-719(F=-699) A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 90/03/2015 BEFORE USE. Design valid for use only with MiTekO 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. QROFESSIoN -CID iEOpps�F�� LU C 75435 Gcr_ � EXP. 03/31/2018 IN A OFC September 7,2017 Mi Ife k 7777 Greenback Lane Suite 109 Citrus Heights. CA _95 1 0 Job Truss Truss Type Qty Ply Irvine—A -0.1417-18 >999 360 Vert(TL) 851641246 IRVINE ANN B1G COMMON 1 4 12 n/a n/a Job Reference (optional) w•fn - 1. .1 nC r1A�4 AA; -r 1, Ini1..e.Iriee Inr %MmA Con nR lR-OA-3R 1017 Pane 1 Endeavor Homes, Oroville, GA 9b9b5 LO 0 3-9-3 a -u-1 n 2-11-7 Alrw 2-11-7 12-7-8 2-11-7 44 = 5 ..... v..... --.-...__I ...-- -- -- -- r -- ---- --- I D:Hrd90ba2L43iufcyQekvBLzSUKA-?u5rE7tmHLQflf3HAdeL_z3SbGW5bNLxnk_3DjygGzt 14-11-15 1 17-4-5 1 19-8-12 1 22-1-0 1 25-3-0 2-4-7 2-4-7 2-4-7 2-4-4 3-2-0 Scale = 1:42.3 IU 1 / . v - ,It- -.. . 2x4 II 3x4 = 3x5 = 3x8 = 8x8 = 5x6 = 3x5 = 3x8 11 3-9-3 6-8-10 9-8-1 12-7-8 14-11-15 1 17-4-5 1 19-8-12 11-1-U Zo-3-u 3-9-3 2-11-7 2-11-7 2-11-7 2-4-7 2-4-7 2-4-7 2-4-4 3-2-0 Plate Offsets X [1:0-3-5,0-0-51, 10:0-3-5 Ed a [14:0-4-0,0-4-81 LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 " BCDL 100 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IBC2012/TP12007 LUMBER TOP CHORD 2x4 DF No.1 &Btr BOT CHORD 2x6 DF No.2 G WEBS 2x4 DF No.2 CSI TC 0.36 BC 0.92 WB 0.61 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.1417-18 >999 360 Vert(TL) -0.2817-18 >827 240 Horz(TL) 0.06 12 n/a n/a BRACING TOP CHORD BOT CHORD PLATES MT20 Weight: 571 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS (Ib/size) 1=7232/0-3-8 (min. 0-1-15), 10=-484/0-3-8 (min. 0-1-8),12=13555/0-3-10 (min. 0-3-10) Max Horz 1=67(LC 14) Max Uplift 1=-1285(LC 6), 10=-596(LC 16), 12=-2361 (LC 7) Max Grav 1=7269(LC 16), 10=113(LC 10), 12=13555(LC 1) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-17751/31261 2-3=-14782/26101 3-4=-10876/19281 4-5=-7008/12691 5-6=-6991/1273, 6-7=-5631/10131 7-8=-1794/3291 8-9=-1327/76361 9-10=-842/4751 BOT CHORD 1-18=-2990/16804, 17-18=-2990/16804, 16-17=-2463/14020, 15-16=-1774/10260, 14-15=-877/5310, 13-14=-223/1635, 12-13=-7205/1290, 11-12=-4466/803, 10-11=-4466/803 WEBS 2-18=-301/1881, 2-17=-3017/569, 3-17=-623/3600, 3-16=-4673/8561 4-16=-838/4807, 4-15=-5348/9671 5-15=-715/4028, 6-15=-420/2425, 6-14=-2433/440, 7-14=-967/5561, 7-13=-5482/9631 8-13=-1892/10944, 8-12=-9839/1717, 9-12=-3098/575, 9-11=-305/1878 NOTES 1) 4 -ply truss to be connected together with 1 Od (0.13111x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-4-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. Attach TC w/ 1/2 dram. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. Attach BC w/ 1/2" diam. bolts (ASTM A-307) in the center of the member w/washers at 4-0-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone; cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 4) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 5) Unbalanced snow loads have been considered for this design. 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 1285 Ib uplift at joint 1, 596 Ib uplift at joint 10 and 2361 Ib uplift at joint 12. 10) Girder carries tie-in span(s): 26-10-0 from 0-0-0 to 25-3-0 Q,�,pr-ESS/p� kkn 'T E 0D �� �Z' I& J� �(P LU C 75435 C: to 1 0 A EXP. 03131/2018 1* September 7,2017 e9pndard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 w e �{ is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Hei hts CA 95610 Job IRVINE ANN Endeavor Homes, Truss B1G Oroville, CA 95965 Truss Type COMMON LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.15 Uniform Loads (plf) Vert: 1-5=-94, 5-10=-94, 1-10=-719(F=-699) Qty I Ply I Irvine—A R51641246 1 4 Job Reference (optional) 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Sep 06 16:04:38 2017 Page 2 I D:Hrd90ba2L43iufcyQekvBLzSUKA-?u5rE7tmHLQflf3HAdeL_z3SbGW5bNLxnk_3DjygGzt WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ndiv individual building Id ngo312015 componentF�otE U !� valid for use only with MiTek® connectors. This design is based only upon parameters shown, and i Design cuss system. Before use, the building designer must verify the applicability of design paradmmembers only. Additional onal tempo ary and peto the o rmanent braveracing at y building design. Bracing indicated is to prevent buckling of individual truss web and/or chordarding the is always required for stability and to prevent collapse with possible personal injury end property SITTPI1 Qual or general Creria, DSB-89 and BCSI Building Component Y fabrication, storage, delivery, erection and bracing of trusses and truss systems, s AN c..oe+., Infnrmatinn available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Mil-ek 7777 Greenback Lane Suite 109 r -itn is HPinhts_ CA 956 Job IRVINE ANN Endeavor Homes, X200 2-0-0 LO �1 0 Truss B11 Oroville, CA 95965 4-9-0 4-9-0 Truss Type COMMON 3-11-4 12-7-8 3-11-4 4x4 = 5 Qty Ply Irvine_A 37.0 Ud 851641247 1 1 10.0 360 BCLL Job Reference (.optional) 2-12 BCDL AC 4& f%- 7A47 Dann 1 1.46U S Jul ZZ) ZU 10 ID:Hrd90ba2L43iufcy0ekvBLzSUKA -XhYTOnt8W1 IogW5cw76RIWFgsHlsvMoY4FVhHygGzu 16-2-2 19-8-12 25-3-0 27-3-0 3-6-10 3-6-10 5-6-4 2-M Scale: 1/4"=1' Plate 3x5 = 3x4 = 5x8 = 3x4 = 1:0 -4 -0.00 - LOADING (psf) in TCLL 37.0 Ud (Roof Snow=37.0) -0.1011-12 TCDL 10.0 360 BCLL 0.0 2-12 BCDL 10.0 LUMBER 0.05 TOP CHORD 2x4 DF No.2 BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Std SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IBC2012/TP12007 1 CSI TC 0.50 BC 0.57 WB 0.66 (Matrix) -1-4 DEFL in (loc) I/defl Ud Vert(LL) -0.1011-12 >999 360 Vert(TL) -0.19 2-12 >999 240 Horz(TL) 0.05 10 n/a n/a BRACING TOP CHORD BOT CHORD REACTIONS (Ib/size) 2=1251/0-3-8 (min. 0-1-8), 10=1734/0-3-8 (min. 0-1-14), 8=264/0-3-8 (min. 0-1-8) Max Horz 2=79(LC 14) Max Uplift2=-265(LC 10), 10=-211(LC 11)1 8=-141(LC 11) Max Grav 2=1314(LC 21), 10=1734(LC 1), 8=329(LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2550/3691 3-4=-2120/289, 4-5=-1119/201, 5-6=-1087/208, 6-7=-71/739, 7-8=-111 /773 BOT CHORD 2-12=-36812339, 11-12=-227/17581 10-11=-54/68808-10=-693/139 WEBS 3-12=-458/151, 4-12=-27/402, 4-11=-970/185, 5-11=-28/305, 6-11=-53/613, 6-10=-1701/233, 7-10=-511/156 5-0-4 PLATES MT20 Weight: 110 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 3-9-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 8-10. NOTES sf' h=25ft� Cat. II' Ex C' enclosed; MWFRS 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2 p p (envelope) gable end zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 12-7-8, Exterior(2) 12-7-8 to 15-7-8 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4 This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs non -concurrent with other live loads. ottom chord live load nonconcurrent with any other live loads. 5) This truss has been designed fora 10.0 psf b * is 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 6) Th fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 265 Ib uplift at joint 2, 211 Ib uplift at joint 10 and 141 Ib uplift at joint 8. LOAD CASE(S) Standard CO `WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE A Design n 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 e beers only. I . Additional guidan racy an do ermg the anent bracing d is always required for stability and to prevent collapse with possible personal injury property 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. N, Xe Q?OFESS/oN c� IEODO Q- F �3 w w C 754-35 `�G rn Cie- X 3131/2018 J.�r a September 7,2017 E1 r " MiT �w•.elt � M 7777 Greenback Lane Suite 109 Citrus Heights, CA 95610 I Job Truss Truss Type Qty Ply Irvine_A -0.26 9 >999 360 Vert(TL) 851641248 IRVINE ANN C10 GABLE 1 1 7 n/a n/a Job Reference (optional) Endeavor Homes, Oroville, CA 95955 i .f+ou to .,ui LJ LU i I V 11 UZ -n IV. r vcu vcr vv O v.v-.vci # I Qy eY. ID:Hrd9Oba2L43iufcyQekvBLzSUKA-T4fERTuO2WvpeUkL9aWAbZFgsHKsQ5?Okcl9ygGzs 5-0-3 9-2-9 13-5-0 17-7-7 21-9-13 26-10-0 5-0-3 4-2-7 4-2-7 4-2-7 4-2-7 5-0-3 1 LO 1 0 Scale = 1:45.1 4x5 = 0 10 9 8 3x8 = 3x4 = 3x8 = 5x8 = 3x4 = 3x4 = 7-1-6 6-3-10 6-3-10 7-1-6 Plate Offsets (X,)): [8:0-2-0,0-1-81, [9:0-2-0.0-0-01, [9:0-4-0.0-3-01 LOADING (psf) TCLL 37.0 (Roof Snow --37.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS OTHERS 2x4 DF No.2 2x4 DF No.2 2x4 DF Std 2x4 DF Std SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IBC2012/TP12007 REACTIONS (Ib/size) 1=1522/Mechanical, 7=1522/Mechanical Max Horz 1=-73(LC 19) Max Uplift 1=-230(LC 10), 7=-230(LC 11) CSI TC 0.62 BC 0.93 WB 0.50 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.26 9 >999 360 Vert(TL) -0.48 9-10 >662 240 Horz(TL) 0.15 7 n/a n/a BRACING TOPCHORD BOT CHORD FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3930/5991 2-3=-3519/513, 3-4=-2489/380, 4-5=-2489/380, 5-6=-3519/513, 6-7=-3930/599 BOT CHORD 1-10=-583/3667, 9-10=-415/2981, 8-9=-362/2981, 7-8=-530/3667 WEBS 4-9=-129/1124, 5-9=-1025/208, 5-8=-55/531, 6-8=-493/171, 3-9=-1025/208, 3-10=-55/531, 2-10=-493/171 PLATES MT20 Weight: 139 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-5-3 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 13-5-0, Exterior(2) 13-5-0 to 16-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) 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. 3) TOLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) All plates are 1.5x4 MT20 unless otherwise indicated. 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) Refer to girder(s) for truss to truss connections. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 230 Ib uplift at joint 1 and 230 Ib uplift at joint 7. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE M/1-7473 rev. 10103/2015 BEFORE USE. Design valid for use only with MiTekS 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. LO 1 0 @�pFESS/ p� �. �O I E OBJ ��� ZP C C 75435W LU t� ..R 03/31/2018 i� C V kk. September 7,2017 7777 Greenback Lane Suite 109 Citrus Heiahts. CA 95610 Job Truss IRVINE ANN C11 Endeavor Homes, Oroville, CA 95965 5-0-3 5-0-3 9-2-9 4-2-7 Truss Type COMMON i n r n 4-2-7 4x5 = 4 Qty Ply Irvine_A 8 1 R51641249 Job Reference o tionai 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Sep 06 16:04:40 2017 Page 1 ID:Hrd90ba2L43iufcyQekvBLzSUKA-yGDcepvOpygNXyDgH2gp308k?4CW3JfEE2T91cygGzr 17-7-7 21-9-13 26-10-0 4-2-7 4-2-7 5-0-3 Scale = 1:45.1 10 9 3x8 = 3x4 = 3x8 = 3x4 = 5x8 = PIatP n LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 M 1q r% n -I-v 7 A C (9:0-4-0,( SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IBC2012/TP12007 10 10 CSI DEFL in (loc) I/defl Ud TC 0.62 Vert(LL) -0.26 9 >999 360 BC 0.93 Vert(TL) -0.48 9-10 >662 240 WB 0.50 Horz(TL) 0.15 7 n/a n/a (Matrix) CSUUL BRACING LUMBER TOP CHORD TOP CHORD 2x4 DF No.2 BOT CHORD BOT CHORD 2x4 DF No.2 WEBS 2x4 DF Std REACTIONS (Ib/size) 1=1522/Mechanical, 7=1522/Mechanical Max Horz 1=73(LC 18) Max Uplift 1=-230(LC 10), 7=-230(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3930/599, 2-3=-3519/513, 3-4=-2489/380, 4-5=-2489/380, 5-6=-3519/513, 6-7=-39301599 BOT CHORD 1-10=-583/3667, 9-10=-41512981 8-9=-362/2981, 7-8=-530/3667 WEBS 4-9=-129/1124, 5-9=-1025/208, 5-8=-55/531, 6-8=-493/171, 3-9=-10251208, 3-10=-55/531, 2-10=-493/171 -1 PLATES MT20 Weight: 111 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-5-3 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES BCDL=4.2 sf; h=25ft; Cat. II; Exp C; enclosed; MWFRS TCDL=4.2psf' p 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Va to 3-0-12, Interior(1) 3-0-12 to 13-5-0, Exterior(2) 13-5-0 to 16-5-0 zone; (envelope) gable end zone and C -C Exterior(2) 0-0-12 cantilever left an g d right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other l e loads. 3-6-0 tall by 2-0-0 wide will 5 * This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where arectangle fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. ( 7) Provide mechanical connection Y b others) of truss to bearing plate capable of withstanding 230 Ib uplift at joint 1 and 230 Ib uplift at joint 7. LOAD CASE(S) Standard WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCsE oPAa E individual building ocompon312015 entF�otE . !D Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and g applicability of design parameters and properly incorporate this design into the overall a truss system. Before use, the building designer must verify the app tY 9 p din design. Bracing indicated is to prevent buckling of individual truss web and/or chorde beer e I . Additional guidance temporaryregardingn thpermanent bracing building 9 is always required for stability and to prevent collapse with possible personal injury and property 9 fabrication,storage, delivery, erection and bracing of trusses and truss systems, see Alexandria, VTPI1 Quality 4 lity Criteria, DSB-89 and BCSI Building Component se+.. Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, A , i to Q�pFESS10N �EOQps�F� COD �� C %5$35 � mOf EXP. 0313112018 CA i September 7,2017 RQ/IF ?4 ... n M1 iTe k* 7777 Greenback Lane Suite 109 rifr, - Hpinht5 CA 9561 0 Job Truss Truss Type Qty Ply Irvine_A -0.25 9-10 >999 360 Vert(TL) R51641250 IRVINE—ANN C12 COMMON 2 1 7 n/a n/a Job Reference (optional) Endeavor Homes, Oroville, CA 95965 7.430 s Jul 2b 2013 Mi I eK Inaustnes, Inc. Wed Sep Ub 1b:U4:4U ZU1 t Nage 1 ID:Hrd90ba2L43iufcyQekvBLzSUKA-yGDcepvOpygNXyDgH2gp308k44Cc31PEE2T91cygGzr 5-0-3 9-2-9 13-5-0 17-7-7 21-9-13 26-10-0 28-10-0 5-0-3 4-2-7 4-2-7 4-2-7 4-2-7 5-0-3 2-0-0 Scale = 1:47.5 4x5 = 4 3x8 = lu 3x8 = 3x4 = 5x8 = 3x4 = 7-1-6 13-5-0 19-8-10 26-10-0 7-1-6 6-3-10 6-3-10 7-1-6 Plate Offsets K)0: f6:0-3-0,0-3-01 (10:0-4-0,0-3-0] LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 " BCDL 10.0 LUMBER TOPCHORD BOT CHORD WEBS 2x4 DF No.2 2x4 DF No.2 2x4 DF Std SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IBC2012/TP12007 CSI TC 0.61 BC 0.92 WB 0.51 (Matrix) REACTIONS (Ib/size) 1=1509/Mechanical, 7=1727/0-3-8 (min. 0-1-13) Max Horz 1=-93(LC 19) Max Uplift 1=-228(LC 10), 7=-322(LC 11) DEFL in (loc) I/defl Ud Vert(LL) -0.25 9-10 >999 360 Vert(TL) -0.48 9-10 >672 240 Horz(TL) 0.15 7 n/a n/a BRACING TOPCHORD BOT CHORD FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-3890/5941 2-3=-3479/507, 3-4=-2450/373, 4-5=-2451/366, 5-6=-3392/466, 6-7=-3760/531 BOT CHORD 1-11=-565/3630, 10-11=-397/2944, 9-10=-325/2905, 7-9=-427/3475 WEBS 4-10=-126/1101, 5-10=-977/197, 5-9=-39/459, 6-9=-410/150, 3-10=-1065/208, 3-11=-55/542, 2-11=-511 /171 PLATES MT20 Weight: 113 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-5-7 oc purlins. Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-0-12 to 3-0-12, Interior(l) 3-0-12 to 13-5-0, Exterior(2) 13-5-0 to 16-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 228 Ib uplift at joint 1 and 322 Ib uplift at joint 7. LOAD CASE(S) Standard A WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO 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/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. gRoFESS/ - . C W LU C 7 C:m � ;0 EXP. 03/31/2018 '0F September 7,2017 w. ® ri MiTek' 7777 Greenback Lane Suite 109 Citrus Heiahts. CA 95610 r 10 Job Truss Truss Type Qty Ply Irvine_A -0.1610-11 >999 360 Vert(TL) R51641251 IRVINE—ANN C13 COMMON 3 1 8 n/a n/a Job Reference (optional) Endeavor Homes, Oroville, CA 95965 t.4su s uui zo zuis mi i eK inausines, inc. vvea yep uo Io:u4:4 I zu i i rage ID:Hrd90ba2L43iufcyQekvBLzSUKA-QTn_s9weaGoE96osrmB2cbgyWUcKoh30TiDjg2ygGzq 2-7-12 6-2-13 9-9-15 13-5-0 17-7-7 21-9-13 26-10-0 28-10-0 2-7-12 3-7-1 3-7-1 3-7-1 4-2-7 4-2-7 5-0-3 2-0-0 LO O Scale: 1/4"=1' 4x4 = 5 3x4 = 13 11 3x6 = 3x6 = 3x4 = 5x8 = 3x4 = 2-7-12 8-0-6 13-5-0 19-8-10 26-10-0 2-7-12 5-4-10 5-4-10 6-3-10 7-1-6 Plate Offsets (X,)): [1'0 1 6,Edge], [Z:0-3-0,0-3-01, [11:0-4-0,0-3-0] LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 Rr.nL 10.0 LUMBER TOPCHORD BOT CHORD WEBS 2x4 DF No.2 2x4 DF No.2 2x4 DF Std SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code I BC2012/TP12007 CSI TC 0.44 BC 0.70 WB 0.81 (Matrix) DEFL in (loc) I/defl Ud Vert(LL) -0.1610-11 >999 360 Vert(TL) -0.31 10-11 >945 240 Horz(TL) 0.09 8 n/a n/a BRACING TOPCHORD BOT CHORD REACTIONS (Ib/size) 1=-222/Mechanical, 13=1918/0-3-8 (min. 0-2-1),8=1541/0-3-8 (min. 0-1-10) Max Horz 1=-93(LC 15) Max Uplift 1=-252(LC 22), 13=-282(LC 10), 8=-303(LC 11) Max Grav 1=26(LC 10), 13=1918(LC 1), 8=1544(LC 22) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 1-2=-125/842, 2-3=-79/817, 3-4=-1979/293, 4-5=-1856/299, 5-6=-1872/291, 6-7=-2833/408, 7-8=-3211/474 BOT CHORD 1-13=-737/165112-13=-235/1648111-12=-230118831 10-11=-254/236518-10=-376/2958 WEBS 2-13=-397/1201 3-13=-2687/3741 3-12=-3/3891 4-11=-472/117, 5-11=-90/767, 6-11=-985/198, 6-10=-39/468, 7-10=-420/151 PLATES MT20 Weight: 119 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 3-2-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 1-13. NOTES 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) 0-0-12 to 3-0-12, Interior(1) 3-0-12 to 13-5-0, Exterior(2) 13-5-0 to 16-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 Ib uplift at joint 1, 282 Ib uplift at joint 13 and 303 Ib uplift at joint 8. LOAD CASE(S) Standard N, I� M Q�O�ESS/p�y� ruc -VEO® ��� 75435 n EXP. 03/31 /2018 �0F C September 7,2017 A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK 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 IFf l i �.e'� 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 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights, CA 95610 fo Job IRVINE ANN Endeavor Homes, -2-0-0 2-0-0 Truss C14 Oroville, CA 95965 5-0-3 5-0-3 Truss Type COMMON 9-2-9 4-2-7 4.00 12 13-5-0 4-2-1 Qty I Ply I Irvine—A 10 1 1 R51641252 I I I Job Reterence (optionai) 1 7.430 s Jul 25 2013 MiTek Industries, Inc. Wed Sep 06 16:04:42 2017 Page 1 ID:Hrd90ba2L43iufcyQekvBLzSUKA-ufLM3VwHKZw5mGN2PTjH8pD7Qtw5XDGXhMyGMUygGzp 17-7-7 1 21-9-13 , 26-10-0 , 28-10-0 I 45 = 41 4-2-7 4-2-7 5-0-3 2-0-0 Scale = 1:50.7 3x8 = 3x4 = 5x8 3x4 = -1 -6 _1 X R E7 Plate Offsets (X, f3:0-3-0,0-3-01, [Z:0-3-0.0-3-01, 11:0-4-0 01 1 LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 ianni 1 n n SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IBC2012/TP12007 CSI TC 0.43 BC 0.79 WB 0.49 (Matrix) DEFL in (loc) I/defl L/d Vert(LL) -0.24 11-12 >999 360 Vert(TL) -0.46 11-12 >693 240 Horz(TL) 0.14 8 n/a n/a vvv. LUMBER BRACING TOP CHORD 2x4 DF No.2 TOP CHORD BOT CHORD 2x4 DF No.2 BOT CHORD WEBS 2x4 DF Std REACTIONS (Ib/size) 2=1715/0-3-8 (min. 0-1-13),8=1715/0-3-8 (min. 0-1-13) Max Horz 2=-83(LC 15) Max Uplift2=-320(LC 10), 8=-320(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3721/525, 3-4=-3352/460, 4-5=-2412/350, 5-6=-2412/350, 6-7=-3352/461, 7-8=-3721/526 BOT CHORD 2-12=-496/3438, 11-12=-369/2868, 10-11=-302/2868, 8-10=-422/3438 WEBS 5-11=-118/1078, 6-11=-1016/197, 6-10=-39/470, 7-10=-427/150, 4-11=-1016/197, 4-12=-39/470, 3-12=-427/150 -1-6 PLATES MT20 Weight: 116 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-10-11 oc purlins. Rigid ceiling directly applied or 8-11-0 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 to 13-5-0, Exterior(2) 13-5-0 to 16-5-0 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 320 Ib uplift at joint 2 and 320 Ib uplift at joint 8. LOAD CASE(S) Standard Ldp WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. j 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. to 6 QROF ESSIpN �EoQos�F�C 75435Of X EXEA3WO18 � s�. � civic. �OFCA1.�F�� September 7,2017 [AiTel: 7777 Greenback Lane Suite 109 Citrus Heiahts. CA 95610 Job Truss Truss Type Qty Ply Irvine -A -0.19 6-7 >999 360 Vert(TL) R51641253 IRVINE ANN D10 GABLE 1 1 6 n/a n/a Job Reference (optional) Endeavor Homes, Oroville, CA 95965 1.4F8u s Jul /-D cu IJ Ivfl I UK Ifluu,ulub' IIID. VVUU Qup VV IV.wt.-.%? cV 1, raya D:Hrd90ba2L43iufcyQekvBLzSUKA-MrvkHrxv5t2y0QyFzBEWhOmCLHEWGhJgwOipuwygGro -2-0-0 6-4-14 12-0-0 17-7-2 24-0-0 2-0-0 6-4-14 5-7-2 5-7-2 6-4-14 LO 0 Scale = 1:43.6 4x6 = 0 Oxo - 3x4 = 5x6 = 8-3-4 7-5-8 8-3-4 Plate Offsets (X,Y): [4:0-2-0.0-0-41, [Z:0-3-0.0-3-41 LOADING (psf) TCLL 37.0 (Roof Snow --37.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER TOPCHORD BOT CHORD WEBS OTHERS 2x4 DF No.2 2x4 DF No.2 2x4 DF Std 2x4 DF Std SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IBC2012/TP12007 CSI TC 0.81 BC 0.91 WB 0.44 (Matrix) REACTIONS (Ib/size) 6=1342/0-3-8 (min. 0-1-8),2=1562/0-3-8 (min. 0-1-11) Max Horz 2=85(LC 18) Max Uplift6=-203(LC 11), 2=-297(LC 10) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOPCHORD 2-3=-3177/450, 3-4=-2760/385, 4-5=-2807/417, 5-6=-3236/488 BOT CHORD 2-8=-423/2916, 7-8=-223/2012, 6-7=-415/2999 WEBS 4-7=-130/993, 5-7=-750/212, 4-8=-113/892, 3-8=-677/203 DEFL in (loc) I/defl Ud Vert(LL) -0.19 6-7 >999 360 Vert(TL) -0.43 6-7 >657 240 Horz(TL) 0.11 6 n/a n/a BRACING TOPCHORD BOT CHORD PLATES MT20 Weight: 117 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 9-7-4 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(1) 1-0-0 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=1.33 plate grip DOL=1.33 2) 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. 3) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 1-4-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9) * 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. 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 203 Ib uplift at joint 6 and 297 Ib uplift at joint 2. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK 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 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. LO 0 QROFESSIoN rLQuC EOQD��F� EXP. 03/31/2018 OF C September 7,2017 7777 Greenback Lane Suite 109 a Job Truss Truss Type Qty Ply Irvine_A -0.20 8-9 >999 360 Vert(TL) 851641254 IRVINE ANN D11 COMMON 2 1 6 n/a n/a Job Reference (optional) .nn _ I..I nc nnAn •a:T-1. 1.... %AL..d QnC2 14t•nA•AA ')n17 Dann 1 Endeavor Homes, Oroville, CA 95965 , a .,u. �.. I., IViI IIIv uJ•I IV J, II Iv. ..v.. v..,. .. + __ .. ID:Hrd90ba2L43iufcyQekvBLzSUKA-q1 T7UAyXsBBpOaXRWulIDEIPWhco?8yg9gRNRNygGzn -2-0-0 6-4-14 12-0-0 17-7-2 24-0-0 26-0-0 2-0-0 6-4-14 5-7-2 5-7-2 6-4-14 2-0-0 LO .1 0 Scale = 1:46.0 4x6 = 4 3x6 = 3x4 = 5x6 = 8-3-4 7-5-8 8-3-4 Plate Offsets X [8:0-3-0,0-3-01 LOADING (psf) TCLL 37.0 (Roof Snow=37.0) TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS 2x4 DF No.2 2x4 DF No.2 2x4 DF Std SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code IBC2012/TP12007 CSI TC 0.65 BC 0.78 WB 0.41 (Matrix) REACTIONS (Ib/size) 2=1553/0-3-8 (min. 0-1-11),6=1553/0-3-8 (min. 0-1-11) Max Horz 2=-75(LC 19) Max Uplift2=-296(LC 10), 6=-296(LC 11) FORCES (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3167/446, 3-4=-2734/382, 4-5=-2734/382, 5-6=-3167/446 BOT CHORD 2-9=-406/29101 8-9=-207/19851 6-8=-340/2910 WEBS 4-8=-114/935, 5-8=-718/203, 4-9=-114/935, 3-9=-718/203 DEFL in (loc) I/defl Ud Vert(LL) -0.20 8-9 >999 360 Vert(TL) -0.38 8-9 >755 240 Horz(TL) 0.10 6 n/a n/a BRACING TOP CHORD BOT CHORD PLATES MT20 Weight: 94 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-8-9 oc purlins. Rigid ceiling directly applied or 9-9-7 oc bracing. NOTES 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=4.2psf; BCDL=4.2psf; h=25ft; Cat. II; Exp C; enclosed; MWFRS (envelope) gable end zone and C -C Exterior(2) -2-0-0 to 1-0-0, Interior(l) 1-0-0 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=1.33 plate grip DOL=1.33 2) TCLL: ASCE 7-10; Pf=37.0 psf (flat roof snow); Category II; Exp C; Fully Exp.; Ct=1.1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 1.00 times flat roof load of 37.0 psf on overhangs non -concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * 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. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 296 Ib uplift at joint 2 and 296 Ib uplift at joint 6. LOAD CASE(S) Standard A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 10103/2015 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 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. e�oFEssiC 75435 oN F LU EXP. 03/31/2018 LO F 0 September 7,2017 Nil i Iek 7777 Greenback Lane Suite 109 i ML PLATE LOCATION AND ORIENTATION Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss and fully embed teeth. 0'.16 I For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. ._ This symbol indicates the required direction of slots in connector plates. * Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 Width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. Indicates location where bearings (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. u�tiz[5c;ci��� Jr �.. Lcr�:E ��i`° Kotc-Si1L�ci: woo 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) 1 2 TOP CHORDS 3 BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC -ES Reports: ESR -1311, ESR -1352, ESR1988 ER -3907, ESR -2362, ESR -1397, ESR -3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X -bracing, is always required. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. 2016 CALGreen Residential Mandatory Measures This checklist applies to newly constructed buildings, additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the specific area of the addition or alteration. (2016 CGBSC 301.1.1 ) 'Note 2016 CGBSC 301.1.1: on and after 11112014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water - conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. Feature or Measure Required Ile11. N f j ti a � � 1� � s wl"I ,, F, A-10 'I ?A-', U, I, INIM M, , � i t 2 � S 4 1 l -. �ti:61 -f. l _ _ _ ..! 01' • 7.J 1' • _ 7 Qy'C�W'° Y. �.'.� - .-L. -[rY� :ti,.4 Y eii..:j•.N,♦ � - yY, Y Y - 1 • - - - _ _ .' y ..}' a w1'• � yr"., � 4� 9 rit-.� .k Mdw ��� N 4- w A T+:v'4., r f�-e.s .. y...♦�' _'�.� � d +y.w G S �5`,•y [?;3'. - - 1 - -y1:.1 .b.. "� .Yi •°"Y J'lI 1'' 1r. 'w�w 1 .-e ed. 1 ai- K f � �•s al+.> � �2 M --.W lr' �1�. ��... [ l� .1. AwV• o �• � a 1- �2''°�s u �� � � � E: t �C;»�' 'ir, -'�t' . 1.. ' t §-x -� 3 �-�q '7r ' Y . 1t" 7'3.s .i'.�»'� ?- . r . �•S ... ' ..�" �j � _ •-? t,� '4 •"G�rrw-" s_+A, ��»» .e::. yy L,i=...! . YJ. •�_ } '77'.1.a.:.}�.-( -, 'F�s ..x . F ..+w�. IC. �'�.4 ,.... 11ik."s..°.i:a.. e� S� wI'a�:. :' t u,. AF. s.Y.'�8?., 't..,,•'g•: .Mri �s } "'.1. e'S 7" �.?s. .3 '..e.~_`.9 1 .i }.ems P d < 'k 1. .'r •,f: +'S,- y_ �f�'• Y' Y' .w e ;g -M,1 f`- [ .,. 1C�� �l.ii � _.. � p,`�'.F .-r .1 r/, w-..�. •�� � y� t i. ..1W M> Til<�.A..��'d> td i _ IrY�C� .i 1}}}.�ja 'dd .`�� y{w ;l� �'�..� •<`Y"+i 3.'�' � .i T - 1 T. $,7SS,,.��p r :. -�, � � � o•`�!' - � �, �. ]: � ✓_[ �,.,,yy},.C, <+'Y".sy '''f:�iy"W 't'`Y"..14;11»'r"' ;}?i�s-r.r. -r1• hSv �, :E N.: �� 1'i ...3 ` ^4 f" � �, � S ♦ y�; � . 4.w1.. �y1 TJ..:.'A '. i•1 `3.•�� i� t.. 7 �4``'�d 4 ,.» ' o-' 2 t. 1 ...}..ISL,..{y. ..M-.1'(+ .v s v+ ate... -.t..•. s. k.. 1i. .3`d 3_ 1C rs- .L 1Ji./`M.`,�'le ♦4.... - i Y' -0.6. a_ .-r SAS.o S. ♦. Y. -Y ..4.1.�..A s_•2.. .Y.., hld'.aF4nf.el W W>a d�I 1 K.e lww s...•.. - tsd"+3.�.�.F 1 _j .^v i.."F' . n _ ..1-...•'L. ,_ .i•'� A plan ideveloped p many v to ed and implemented to e storm water drainage during s de 0 construction. CGBSC4.106.2. Construction plans shall indicate how the site grading or drainage system will manage all surface water flogs to keep water from entering buildings CGBSC 4.106.3. Provide capability for electric vehicle charging in one and two-family dwellings and in townhouses with attached private garages; and 3 percent of total parking spaces, as specified, for multifamily dwellings. InSi Building meets or exceeds the requirements of the California Building Energy Standards. CGBSC4.201.1. Poll il�A V �.Ow f" .(♦ t _ y -s - y --r - - Y r - O -Z 0­5il' �SA.al 1 � } :'l� +t. `A• .!{'.•, 3'.-• •4. ''et_ .Y.+M»1 s wY;YY p i -Tis 3� 7Y '.C7a •�? >1» ,1 uf1.H'w. .{S. Mh• 1 -:.ln 1k wb. .1 .3Ty y '3.r"a - 1"• i Ya:< {'+"`i+ k a s Y,3 0 '..rr+> ?';b 2'�'� .e.-�' '"�`s-:iY � �.SF': .?�:i�..33-.f.. s'F.>.2•.�ri; e._._ .-.,.._`'-[ice r. � "��.�.-•.-} "a'„37 k�'�@.1d:�47f�e s.%$34� w'�..+R.„...fi”-, `..1.i`.114`«�{t� a. �Y. 3?'._ -w'3.:.. t"% -•- -'s •.- - Water closets. The effective flush volume of all water closets shall not exceed 1.28 gp f. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gpf and floor mounted or other urinals shall not exceed 0.5 gpf. Single showerheads. Showerheads shall have a max. flog rate of not more than 2.0 g gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense specification for Showerheads. Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gprn at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gpm at 60 psi. The rain. flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60 psi. Checklists\Green Building Page 1 of 3 02/10/2017 2016 CResidential Mandatory Measures CheddiSt (Cont'd) !'eaten -c ox' Measure Required Aerosolaints and coatings shall be compliant with product weighted MIR limits for p g R and other orn ou carpet Carpet and systems shall be compliant with VOC limits. 4.504.3 p !� Y At least 80% of floor area receiving resilient flooring shall comply with specific VOC criteria. Hardwood plywood, particleboard and medium density fiberboard (MDF) used on interior or exterior of the building shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials have been used, _ _ _ _ _ y - •••i '> »,'o-.� .v^ .>°t;Merro -:;;r: 's:b,l S it ""'T�a 'x•'a'.,j%,:: _ _ _ .:.. s. ...'.Xs - y �,y,.�-,�':-�: ..'Pb•"" '>s:. 1:...>.1':F.'4L'Xi .-.N:.-.`i, •�.-, +2 . ,i7 4 A' .t .': - ��y,4�+ .'4�r<-t t't, A.vS h• `'� a}e'lS ief wl..,, df.w..w le\d G ..�'^•5'.- Fv P `9">}-'F f�x$. •r •1•il.': � �" .-7.v,> S'i •l.ef�( •�.J.� tt � ro '2. � -�-.• .�, >dt 4< •�L'$.� a. •' ^M T �,y [ sS.1 .'r�A�3.d:. :d> SZ � fr �t i >�' -?' C' - •9 -.s,. a -�.Z ,>c.'� �y;z3. e o• ..'l` r �,«' t.+z•r ��.�' �'3;.s s;�C°�'-�y,.,S,..>•�: %,.moi �;,.- fit,.: 1, Y!:.i8. . ` ,R.> ..,+•S k, -, •.lT.� G:. �._ i�'v 1�'T;l R-11 �• ifw�• �... { S<.4:1 rjt N .Ntd. J, �fH i' d>,-. ,., } �'^ +t- y •!. t Y, TR ie:-'. •• ',+•i �1+���) 1 x dl 4d. f •� ' �., � .'� "j 7. " _ � �'3� %y -.a=5 • : d � t ♦ i.:. `yl1 v ''`✓'9 ,� ,b .s, x �. e. , a•e...b.:., �.,P-;. � S" lit t` b - •*r� �r .IS-» .a•L : �a fid, . �.r ht� 1l # :s, '�'e.4F�y "lX 1. FS i-" a+.-Y-�'"..•l --rpt.,,_.. ^f�7 ."ws$•,•e� ^"y �-v - i ,.�.5 ..1..r e�, _ 'i4 y,w„i.q�. +1.' v•� � �y4.��'�-'r.-�'> rMdy.. w� r� � f•+ i'u-L•y3. i ^� v;" :•';Y..a. r i, d..a-� w .f. .�> li°- �kt >�+3•f �,.+>• �•'�_ �e •q'.4. � 'Rb 1 ; y » .1 • d ++�y> 7^ f J edN ' i . i �}a .. Cs b• f ,l h ror p ey.r a W ..fit ��r Sy --;s* • 't yr 3i]y.S ♦aC ! d. iw y� . 5 aTwi 1 w r- r,.>. ;•v«.e t.•�y� A e� �r .'^,P a S� ii��'��1• ♦> •r 'i e�Md�o 4: ,d{.s•i_.d n6- ��'_,"p,�� �F �•.• '1•1�}..,.fl: (]., �': T.'J�rA' V �rT..... [d .1_.-.... _ ,•,I>°«�.>TY.',,.' ..�'',..�K�esa.i�'+':>Z�l. ?5� F!v1 v v- .• 1 a� C d •fitt c.s P� .,T.r x. .>•t1.L�:T:1."8, -.- capillary break is installed at slab - Slab Foundations: Vapor retarder and ca Concrete p p on -grade foundations. Moisture content of building materials used in wall and floor framing shall not exceed 19% before enclosure. Moisture content shall be verified in compliance with CGBSC 4.505.3. Indoor Air Quality and Exhaust (4.506) Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate outside. Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans must be controlled by a humidity control adjustable between a relative humidity range of 50% - 80%. .' _ y-� ri;} '7?•'e R i'.:_ ^.A4. . P'r -. t ..rr i j k is :z:d_ 1�... -�,- .=•l,' T � .-,.Ji b9.. � Ddb n•.. Ufa;_ „�. 4'��-. - v `` r..t. •�. }r �. .fit +j/h1•�,r♦yr 2' is X <t ' <. • [ . Y t7: i., .c .ir1y. :J 3 I�"il •9-. t� sex SK _. �,w Via. •s■� �. ..��- '•"S 1 7� r •i r �,. '� �T••�, �: r 2> �- _�.. .r yl.. .. �f.,. .9.6. 'a• -.i 3.,� r:'d^', ♦,b'�^ N 5 l t f .. eT X• '%-:' of �•x t'" T. id'J.i- ..'2, i >. ,^• _ s r .4. •..,'-},., ,-�. ..._�.a+d ', w, ,t .L i*�1.LI- 1[ r. •Y�:.�'.:L � • L-' /, '3<r:;^' ''4 > .i�.. ae._� ..a: v:9 X - - -v T• Vii'. rk :� >K -r ,t ��--•• :I Jl }y;,,�� Rz... �•-: •�9. 'tom {.:. �. C': :'Y •->R' M.•� •R. h. - - 7. 'I.. �' ae<..�'v "'� <- -� •.W l >... b•. 7t' �`--,.'ai. f4 : .t � , t l.. .T:' ,.�_'S + Y t- ,4 I .� Y `•[t'. �:,e ,w< t -ate fi? .N -k:-.; - y,,. •,r, v- A+" ♦ b q;-�t �•? c : � f�i'.�.. _,t'e re_. 1 . „Z'' �r �:.a-. _.. ..1.. '-✓..e.. .-y �•9'y; ,4 '/r i .3a,-. }. ✓� s.P v, i'e r ra. h-^-- -...1 •.9s.e_/.ae'• R _ L`7r '•`i � '�:/.-.• Y.' y r ef' "'�� '� •. } • 11 ee {;� 9 ���7/ l ' -1 .r Y• i �:: ..i [ ADX- f..w - '`•"irr'�. '-a -' ,...i• ia�.::'r.-+_1 �'�,. '♦-.W.{ a�w,d'.. i;/i f 1S' sM+:tt:�a�s.:.• i., �wf -•KT' b i'=S� •1-!- w bD!-1'. � w S �� •m •7.• _ �-. •. 1. Y' .t d _ '}fi';.• •a� •.s. 'fi': �'Qi �^Y - yy?4�. e•vK Y>�' . ♦ f� �., .�.,a,,a 1Y!-ii.b6�... �:�., % .L�}91� J/.� •SwJ ♦ ^S. >11 y.!R Xyl �.l:Ll / 1 .�1..• .P.. y-ads.>1'F+ S'%�'t'Sf :Ip`w^�_7'rTtd n`^t� f,�-r'>:^D re:>.P�.'Tv'•,"r .lr.,....+;: ��'z7?.�..a.a-.t1_t ,si:>. :4 .n�, a ..f ,./1-. [. Duct systems are sized designed, and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/RCCA 2 Manual J-2011 or equivalent. 2. Size duct systems according to ANSI/ACCA 1 Manual D-2014 or equivalent. 3 . Select heating and cooling equipment according to ANSI/ACCA 3 Manual 5- 2014 or equivalent. t+s > %i r' + 7r i+ y S ,• ,�. % c� S +; i �'� �� t). EL ;'� ! .t '�! 's:° P.ji'':�.�5;, 'P cr t' :,S �': �tj�t� �� �, ,c, l �� e I�.i y � S .fit +�� {r . ti p y, 2 a�t � +A3. �: � K�� . r, :�•' �' ! 3f` .ti. .��" "L. .,1 x'" {, `4'r��x7' -, :t. �'''�✓ � 3� ' '� cs. ?' i �$ j�I o �� ,l.! 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Y j' .. l'. ..53 . -fi »v�;� .y J ....$" , wv - 4 L ? ,.� �,_.1'i`. tr •.�=•�'°�'� v..i �. ' ..D rs+s, - .?: r.1. �-. :�i.� .j - s p•T:'Z-pale ., Xi...a Y•?y,. ,:::+:.,'L. . .F._.r 3:59bS'-... el:le s' .. ,v.��..s> '.e :.s, d r f., b? &'. >r,.'- '�`,i; �-.,.�.«. '-•-Ae'1!. [. -S. �Le-...,i�'" b..d <•. "'I'T ^'^.iA ••lr �-.. 'C- -3 �`at t S 11`..T.'Ls. a.. .��,�,� 7�-'1 , S sY '"d:4, �.n.� ]� •+-..,, },�- Tle> r b rt .v, -[: 1-, •••R!f b. 1'"3 A" ,k. ,.}. '-in .-,t ^7 t �:�"�-t -:�f..,,y��j! #.r S}�:.J'Ss.. ,� », ::t°7•. 'r. t ...."w,.n>.w;.g«rX`�'�'• >y. .7..�'.•�....,,..Y"y`I'.y qt^,.t �.1'S3'y�x.s.: «rJ..>>' f,^:.`.lw.,�,.?. „r;�� ''�`Ys..a, "7:�t'.`q. ,^Ji+l �.1' .x•:: a...�%�,`... �p�: a ?✓ I.'.-+r-!?.�.a t,}�}' i7 .JJ 4...� � �+. ;?=1 s. _ ,. .a ,.S o+'., .x'#::29 .Y�^�. •Y`.. ��1.".",^ 1f' �1, •h^ Y..-. 4 T-•. �^ -»..F •P�:'-«�.'•:i-:�':�.Yu,,.�✓ lZ��.".._+. ii: �x:.e +. ': r: 3. • � F •v. �[-�y�- fLD d.3 �?b• .,s.,. '+.... �°: -J- ? 3� 5.�;-..•>.X..",=.fr-!•j4 �l(1� P>.>�1�......:.,.;.<.,."rii:%..',1.-'�`.'�«.t,•..yl.,.,.,D ,...: 51.�..7.Y y7i`Y..'8. ... ..;ri *,.. }(:: �-� M, -v .w -r 1>, w.:rryw' ✓i.ei �!r!. F.• -.W �.S.Y,...•w}....t i�t'�s[`e_A :1b�.�t7"T1 .•(� P-�.�.u.:M��d�._. J --...Y _ ,il .. b. HVAC system installers are trained and certified in the proper installation of HVAC systems. Special inspectors employed by the enforcing agency must be qualified and able to demonstrate competence in the discipline they are inspecting _..,. - y � Z ♦ D _ S }t 'r" �r ♦ � b'.1 _..?b.sn'l>2-:].-; y -..'.1..1 M.i nr a:. .1:+.• <6..f�1 .., :.>i:,e :4 ~.+5 .. d a 18.,E .l•q. ..1 .. ].i�i_., P J ( t• .i ... �4" ^% .. t" p• �e^: p>f �• may`^,: 1,., �..st d•P �c: -+Se e♦ [ �y.Lr 3}, Y k9 y �n •1. 'd;o � T i81(y �••'i><} l��Hd ,Irol �e... '1.. �F •? � �ae..-..roSD> U • • r. ��a t� o �4� � �' ':S �+1�•rf��<'.rc:%.$ 6e e�i '(`sw r J-`Y.S"'',+:di �:i�'Yd'YS`;y�I. f.'4 i. a. -:: =.ad[•e r �' .t"'. ��..'�^ s�.�eMyt to J .�•.�... x 9�:., t }..Y..,.•..F� eD> Y to f,. r>1Jr(rTS+er�.�s,F+.. ror0�~•. .S •'7.•> 1 eSF, e1..� .e.J.if.lil�;b d..s,•.1. •i.. .�4.T,} t , f i 1t, 1F 9• .�f�w']i[;� .,} »S'>4 S� �} =F't,x �.. ..-.,e.Y'P� a>rr ...1'^ ?r_, r .�1. k_.. s, � S r r'•� e•�r �T ��',Z:'.V��'•.•��f��;Tx!'�i.1'. 5'y.T - F ? •�..ss �� ,v �,?_. Y.» da:. rdy1 ye 3.�'s •>1^. ..l J1� ,S xl....e�... J: _/.. d. f o1• ..N.. -,b1 e�AAT� t£` .1 .. l::'Y ..-. tP iT�e 11� .._Y?�,� <"�v.� Verification ^of may compliance with this code include construction documents, p y plans specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency, which show substantial conformance. Checklists\Green Building Page 3 of 3 02/10/2017 i 10 —16'-0" �7 F. 3100 XO FWO0 rI AN /11=1211 F. 210110 X0 r, '/'o t ! 286.6' 1 1,101 try' \ \ \ \P I I \i 268.6' (9 \ LKAVEL DIVEWAY / �'�s \ r \ 511 PLAN 111-401 Location on property: The project is repair of an existing approved building. There are no additions as part of this work. 12'-7" Existing conditions and dimensions: The contractor shall inspect the damaged area for any unforeseen damage and report any pertinent discovery to the designer for additional repair. Discovery of existing structural defects pertinent to the scope of work shall also be reported. The existing dimensions shown may vary with actual conditions. The contractor shall verify all dimensions, elevations, and existing conditions at the job site prior to commencing work and notify designer of any pertinent discrepancies. For any certain features of construction and finish that are not fully shown on these drawings or notes, their construction shall be similar to conditions that are shown. ABBREVIATIONS: UNO= UNLESS NOTED OTHERWISE. TYP=TYPICAL. N= NEW. E= EXISTING. R=REPLACE AS PER EXISTING NTS= NOT TO SCALE APE= AS PER EXISTING (VERIFY & MATCH EXISTING). CLR=MINIMUM CLEARANCE. PL= PLATE LINE CONT.= CONTINUOUS. ' ENPW= EDGE NAIL PLY WOOD PER NOTES. PW= PLY WOOD. SB=SOLID BLOCKING. BLKG=BLOCKING. GE= GABLE END. HDR= HEADER. GV= GABLE VENT S= SEWER CONNECTION. NG= NATURAL GAS SERVICE PGE = POWER SUPPLY B 17-2167 A -]/PC] 064-710-0.13 SEPTEI%IBER 14, 2017 NENN' TRUSS ROOF/SIDING 211-01, 6A'.A,6� u MF = REFRIGERATOR SPACE t2W = DISHWASHER FO/HLF = RANGE OVEN / HOOD LT FAN ELECTRICAL LAYOUT: An effort has been made to match existing electrical and lighting locations. Some additions or relocation may have been made for code compliance. Verify all locations w/ owner. To suit, locations may vary and additions made. Scope of Work: The Project consists of replacing a portion of the roof, gable end, framing and exterior finish to an existing home due to fire. The existing home is a conventional wood framed structure built in 1981 in compliance with the methods of construction for that era (1980 UBC). The home is 1414 square foot of living with a detached garage. It has a manufactured truss roof roof and a continuous slab foundation. The finish is plywood siding walls with composition shingle roof. The fire destroyed the trusses over the house, and breezeway. The trusses over the garage were undamaged. The damaged trusses over the house shall be removed and replaced with new in same dimension and shape. Undamaged trusses over the garage shall remain. The existing gable ends were undamaged and shall remain, with new gable vents per plan. The rake wall at the breezeway will be required to be replaced. All gyp board lids in the house shall be replaced along with the plywood lid in breezeway. There is no alteration of the existing methods of bracing for the building as part of this repair. There are no additional loads imposed to the building a part of this work. 2016 R102.7.1 is applicable to this repair and the remaining portions of the building. All ceiling insulation, roof -mounted HVAC and ducts shall be replaced per attached Title 24 and energy notes. All electrical in the lid shall be replaced. All ceiling mounted lighting shall be replaced and shall comply with 2016 Ca Energy Code and notes. Existing electrical and lighting in the garage shall remain. Mandatory Code Upgrades: All new work shall comply with the 2016 CRC, CMC, CPC, CEC, and Ca Energy Code. There are upgrades to replaced insulation, electrical, and lighting. Smoke Detectors shall be compliant with the notes, R314.3.1. and R315.2.2. Approved seismic straps for the water heater shall be verified. The 2016 Calif Residential Code, CEC, CPC, CMC, and Ca. Energy Code are applicable to this project. cc, K" THERE ARE NO ADDITIONS AS PART OF THIS WORK. THE WORK DOES NOT CHANGE THE USE OR OCCUPANCY. THE 2016 CGBSC- WS1 AND WS2 ARE NOT REQUIRED FOR THIS REPAIR. THE CALBO INTERPRETATION OF SB407 IS THAT IT IS APPLICABLE TO ALTERATIONS OF ENHANCEMENT OR TO IMPROVE THE STRUCTURE. THIS REPAIR DOES NOT ALTER THE EXISTING ELEMENTS OF THE PLUMBING AREAS. THIS REPAIR DOES NOT ENHANCE OR IMPROVE THE STRUCTURE. A 2016 CA ENERGY CODE TITLE 24 IS REQUIRED. TESTING OF HVAC IS REQUIRED. ATTACHMENTS TO THIS PLAN INCLUDE: TITLE 24 CERTIFICATE OF COMPLIANCE TRUSS ENG CALCS BY MANUFACTURE. Design: repair of existing building. Seismic Design Category: SDC -DO Wind design speed =110 mph - 3 second wind gust Exposure B Roof = 20 LL 10 DL psf. / 37 psf snow load. Floor= 40LL 20DL psf. Foundation allowable bearing = 1500psf Conventional wood framing. ' e►� :r: n_ T .r n. :1-1: VFGV111V Use ELECTRICAL LEGEND I yF%r W1 Construction wY11V11ty Sq Ft E)-- 110V WALL OUTLET - HANGING LIGHT OR CEILING MOUNTED LIGHT -- WALL LIGHT (SCONCE) �-� (2) X 48" T-5 FLOR. LIGHT ® RECESSED LIGHT - 10.5W LED / 780 LUMENS (SEE NOTES) PC 4# EXTERIOR WALL LIGHT - 13W FLOR. PHOTO CELL OF] GROUND FAULT OUTLET ' 5 SWITCH (53 = 3 WAY) (� FAN (EXHAUST TO OUTSIDE) ®Sn SMOKE DETECTOR /ALARM m ®cMn SMOKE -CARBON MONOXIDE DETECTOR/ ALARM - CEILING FAN /LIGHT (SEE NOTES) MF = REFRIGERATOR SPACE t2W = DISHWASHER FO/HLF = RANGE OVEN / HOOD LT FAN ELECTRICAL LAYOUT: An effort has been made to match existing electrical and lighting locations. Some additions or relocation may have been made for code compliance. Verify all locations w/ owner. To suit, locations may vary and additions made. Scope of Work: The Project consists of replacing a portion of the roof, gable end, framing and exterior finish to an existing home due to fire. The existing home is a conventional wood framed structure built in 1981 in compliance with the methods of construction for that era (1980 UBC). The home is 1414 square foot of living with a detached garage. It has a manufactured truss roof roof and a continuous slab foundation. The finish is plywood siding walls with composition shingle roof. The fire destroyed the trusses over the house, and breezeway. The trusses over the garage were undamaged. The damaged trusses over the house shall be removed and replaced with new in same dimension and shape. Undamaged trusses over the garage shall remain. The existing gable ends were undamaged and shall remain, with new gable vents per plan. The rake wall at the breezeway will be required to be replaced. All gyp board lids in the house shall be replaced along with the plywood lid in breezeway. There is no alteration of the existing methods of bracing for the building as part of this repair. There are no additional loads imposed to the building a part of this work. 2016 R102.7.1 is applicable to this repair and the remaining portions of the building. All ceiling insulation, roof -mounted HVAC and ducts shall be replaced per attached Title 24 and energy notes. All electrical in the lid shall be replaced. All ceiling mounted lighting shall be replaced and shall comply with 2016 Ca Energy Code and notes. Existing electrical and lighting in the garage shall remain. Mandatory Code Upgrades: All new work shall comply with the 2016 CRC, CMC, CPC, CEC, and Ca Energy Code. There are upgrades to replaced insulation, electrical, and lighting. Smoke Detectors shall be compliant with the notes, R314.3.1. and R315.2.2. Approved seismic straps for the water heater shall be verified. The 2016 Calif Residential Code, CEC, CPC, CMC, and Ca. Energy Code are applicable to this project. cc, K" THERE ARE NO ADDITIONS AS PART OF THIS WORK. THE WORK DOES NOT CHANGE THE USE OR OCCUPANCY. THE 2016 CGBSC- WS1 AND WS2 ARE NOT REQUIRED FOR THIS REPAIR. THE CALBO INTERPRETATION OF SB407 IS THAT IT IS APPLICABLE TO ALTERATIONS OF ENHANCEMENT OR TO IMPROVE THE STRUCTURE. THIS REPAIR DOES NOT ALTER THE EXISTING ELEMENTS OF THE PLUMBING AREAS. THIS REPAIR DOES NOT ENHANCE OR IMPROVE THE STRUCTURE. A 2016 CA ENERGY CODE TITLE 24 IS REQUIRED. TESTING OF HVAC IS REQUIRED. ATTACHMENTS TO THIS PLAN INCLUDE: TITLE 24 CERTIFICATE OF COMPLIANCE TRUSS ENG CALCS BY MANUFACTURE. Design: repair of existing building. Seismic Design Category: SDC -DO Wind design speed =110 mph - 3 second wind gust Exposure B Roof = 20 LL 10 DL psf. / 37 psf snow load. Floor= 40LL 20DL psf. Foundation allowable bearing = 1500psf Conventional wood framing. ' e►� :r: n_ T .r n. :1-1: VFGV111V Use VVYM FIUA I IVy Type I yF%r W1 Construction wY11V11ty Sq Ft SFR R-3 V B 1414 Garage U V B 504 Porch U V-13 147 PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE '� 7.7/ ----- ----BY-G� SHEET INDEX: SHEET 1: SITE MAP. SCOPE OF WORK. FLOOR PLAN. SHEET 2: ROOF PLAN. FRAMING NOTES. VENTING NOTES. SHEET 3: ELEVATIONS. ELECTRICAL NOTES. FINISH NOTES. SHEET 4: SECTION. DETAILS. NON STRUCTURAL NOTES. GENERAL NOTES. F"/E L 0 c E a m Y J 0 L tb V d � oar L L ; w >w c OWE= V U) r• U Y Of ILLO W n- o U)z a Qn �of Wo F -O V5LL W UJ I= LO 40 V O O � W o 0 o5�a� LL.WmJW Q Z C4 O J Z Q G.Qr:�Q IL E c o LZ7 inaa;� E 0O°'`�� Z Eve OE��a Cn to UJ O o V L .�. o 0 12 W r O m z L 0 c E a m Y J 0 L tb V d � oar L L ; w >w c OWE= V U) r• U Y Of ILLO W n- o U)z a Qn �of Wo F -O V5LL W UJ I= LO 40 V O O � W o 0 o5�a� LL.WmJW Q Z C4 O J Z Q G.Qr:�Q IL 1i 1 , 0 n 16'-0" MEG. VU55 24" 0/ C W0F FI AN Y411::::1211 44 I"N IMS 1. Blocking between joist 3-8d common, 2'h X.113 nails 2. Ceiling Joist to Plate, (truss) toenail 3-8d common, 21/2X. 113 nails O 3-8d common, 21/2X.113 nails a 10d, 3" x0.128- 24" o/c n. 3-8d, 2% x 0.135 or 2-16d 17. Stud to sole plate, end nail 2-16d, 31/2x0.135 1 W H LLd 16'-0" MEG. VU55 24" 0/ C W0F FI AN Y411::::1211 44 I"N IMS -12'-T SEE TRUSS MFG. SPECIFICATIONS FOR TRUSS DETAILS, LAYOUT, BRACING, AND ENGINEERING. DESIGN CRITERIA = 2016 CBC. THIS ROOF DESIGN IS PRIOR TO THE REMOVAL OF THE EXISTING ROOF. ACTUAL DIMENSIONS MAY VARY. THE TRUSS MANUFACTURE SHALL INSPECT THE SITE POST DEMOLITION OF THE ROOF. ALL CONTINGENCIES SUCH AS DIMENSIONS, -CLEARANCES, PLATE LINES, SEAT CUT AND PITCH MATCHES SHALL BE VERIFIED IN FIELD BY TRUSS MFG AND TRUSSES SHALL BE BUILT TO SUITE. CONNECTION OF WALLS TO TRUSSES: ALL TRUSSES CONNECT TO BEARING WALLS WITH SIMPSON H1 CLIPS. PROVIDE SOLID BLOCKING OVER WALL. O N VENTILATION NOTES: ALL VENTS ARE CORROSION RESISTANT, MIN.1/16" MAX. 1/8" SCREEN. GABLE VENTS ARE NOTED AS "GV. GABLE VENTS ARE LOUVERED AS PER CRC 327.6.2. 14"X18" GABLE VENT NFVA = 1.3SF EACH. ROOF VENTING: THE NET FREE VENTILATION AREA SHALL BE 1/150 ATTIC AREA VENTILATION. ATTIC AREA= 1"'I SQ FEET. MIN NFVA= 9.6 SQ. FEET. 14X18 GABLE VENTS = 1.3SF. PROVIDE(5)................................... = 6.5SF EYEBROW VENTS =.5 SF. EACH. PROVIDE(7)............................. =3.5SF TOTAL NFVA PROVIDED................................................................ =10SF. OK. FRAMING NOTES: 1. LINO, ALL LOAD BEARING MEMBERS = DFSB. 2. ALL WOOD TO CONCRETE SHALL BE PTS. 3. ALL LOAD BEARING STUDS ARE 2X4-16" oc. 4. UNO ALL EXISTING HEADERS = 4X12 DF2. 5. ALL NEW NAILING TO COMPLY WITH 2016 CRC NAILING SCHEDULE TABLE R602.3(1). NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED. 6. NOTCHING AND BORING OF WOOD: HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH. HOLES IN NON BEARING MEMBERS SHALL NOT EXCEED 60% OF WIDTH. CRC R602.6 HOLES SHALL BE NO CLOSER TOP 5/8" OF ANY MEMBER EDGE. Excerpts from the 2016 CRC Fastening Schedule Table R602.3(1) 1. Blocking between joist 3-8d common, 2'h X.113 nails 2. Ceiling Joist to Plate, (truss) toenail 3-8d common, 21/2X. 113 nails 5. Rafter to Top Plate, toenail 3-8d common, 21/2X.113 nails 11. Double studs face nail 10d, 3" x0.128- 24" o/c 16. Stud to sole plate, toenail 3-8d, 2% x 0.135 or 2-16d 17. Stud to sole plate, end nail 2-16d, 31/2x0.135 1 1 WOVM F Wp FLA5HIN6 Af 1 N. MF N 1 O Z o t vcz 1 1 I 1 E. WCA. TIZU55 24" 0/ C E. GE -12'-T SEE TRUSS MFG. SPECIFICATIONS FOR TRUSS DETAILS, LAYOUT, BRACING, AND ENGINEERING. DESIGN CRITERIA = 2016 CBC. THIS ROOF DESIGN IS PRIOR TO THE REMOVAL OF THE EXISTING ROOF. ACTUAL DIMENSIONS MAY VARY. THE TRUSS MANUFACTURE SHALL INSPECT THE SITE POST DEMOLITION OF THE ROOF. ALL CONTINGENCIES SUCH AS DIMENSIONS, -CLEARANCES, PLATE LINES, SEAT CUT AND PITCH MATCHES SHALL BE VERIFIED IN FIELD BY TRUSS MFG AND TRUSSES SHALL BE BUILT TO SUITE. CONNECTION OF WALLS TO TRUSSES: ALL TRUSSES CONNECT TO BEARING WALLS WITH SIMPSON H1 CLIPS. PROVIDE SOLID BLOCKING OVER WALL. O N VENTILATION NOTES: ALL VENTS ARE CORROSION RESISTANT, MIN.1/16" MAX. 1/8" SCREEN. GABLE VENTS ARE NOTED AS "GV. GABLE VENTS ARE LOUVERED AS PER CRC 327.6.2. 14"X18" GABLE VENT NFVA = 1.3SF EACH. ROOF VENTING: THE NET FREE VENTILATION AREA SHALL BE 1/150 ATTIC AREA VENTILATION. ATTIC AREA= 1"'I SQ FEET. MIN NFVA= 9.6 SQ. FEET. 14X18 GABLE VENTS = 1.3SF. PROVIDE(5)................................... = 6.5SF EYEBROW VENTS =.5 SF. EACH. PROVIDE(7)............................. =3.5SF TOTAL NFVA PROVIDED................................................................ =10SF. OK. FRAMING NOTES: 1. LINO, ALL LOAD BEARING MEMBERS = DFSB. 2. ALL WOOD TO CONCRETE SHALL BE PTS. 3. ALL LOAD BEARING STUDS ARE 2X4-16" oc. 4. UNO ALL EXISTING HEADERS = 4X12 DF2. 5. ALL NEW NAILING TO COMPLY WITH 2016 CRC NAILING SCHEDULE TABLE R602.3(1). NAILS EXPOSED TO WEATHER SHALL BE GALVANIZED. 6. NOTCHING AND BORING OF WOOD: HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40% OF THE STUD WIDTH. HOLES IN NON BEARING MEMBERS SHALL NOT EXCEED 60% OF WIDTH. CRC R602.6 HOLES SHALL BE NO CLOSER TOP 5/8" OF ANY MEMBER EDGE. Excerpts from the 2016 CRC Fastening Schedule Table R602.3(1) 1. Blocking between joist 3-8d common, 2'h X.113 nails 2. Ceiling Joist to Plate, (truss) toenail 3-8d common, 21/2X. 113 nails 5. Rafter to Top Plate, toenail 3-8d common, 21/2X.113 nails 11. Double studs face nail 10d, 3" x0.128- 24" o/c 16. Stud to sole plate, toenail 3-8d, 2% x 0.135 or 2-16d 17. Stud to sole plate, end nail 2-16d, 31/2x0.135 PLYWOOD (PW): ALL PLYWOOD SHALL BE AT LEAST THE THICKNESS NOTED ON THE PLAN. ALL PLYWOOD IS APA RATED. APA RATED OSB MAY BE SUBSTITUTED FOR CDX ROOF SHEETING. ALL PW PANELS SHALL BUTT AT CENTERLINE OF SUPPORTING MEMBER WITH EDGE NAILING (EN) FROM EACH PANEL TO THAT MEMBER. ALL ROOF PW IS INSTALLED WITH LONG EDGE ACROSS SUPPORTING MEMBERS. A. ROOF SHEETING: ALL ROOF SHEETING IS Y2" APA RATED CDX OR OSB SHEETING. EXPOSED PW IS 5/8" CCX PTS AT BARGE ONLY. NAILING = 8d VCS 6"oc EDGE (EN) AND 12" oc FIELD. B. SIDING: PW SIDING IS 5/8" APA RATED PW AT WALL REPAIR. PW SIDING IS 3/8" APA RATED PW AT RAKE WALL REPLACEMENT. NAILING = 8d GALV. 6"oc EDGE (EN) AND 12" oc FIELD. PROVIDE VAPOR BARRIER OVERALL FRAMING PRIOR TO SIDING. LATERAL BRACING: THERE ARE NO ADDITIONS OR ALTERATIONS TO THE EXISTING METHODS OF BRACING. WHERE THE ROOF REPLACEMENT IS NOT IMPOSING ADDITIONAL LOADS NOR EFFECTING THE PERFORMANCE OF THE BUILDING THE EXISTING BRACE WALL CONDITION COMPLIES WITH R102.7.1. IT IS NOT THE INTENT OF THE DESIGN TO COMPLY WITH R602 FOR THE LOCATIONS AND SPACING OF BRACED WALLS. PERMI7 # QU7iE CQUNIY DEVf~I.p�'MENT SERVICE REVIE-V D POI; i ii wI-LOo vCF)� X W rn o IxZ�Qo O�m-�(D QZCN * ii¢�2Q Q DRAWN G HEW250N cHiEcneb Qd►TE 8-30-I1 SCALE JOB No. ll - 080-1 8HEeT 2 dF 10WETs 0 1 I NOM �VKION Y411:::1211 50UfH �1 MfI0N �W ��MfION r41I-12II WM5f ��MfION %"=1211 EXTERIOR SIDING: EXTERIOR SIDING IS CONTINUOUS OVER 2X FRAMING 16" o/c. EXTERIOR SIDING IS 5/8"T1-11 APA RATED WOOD STRUCTURAL PANEL (WSP) PER R604. R602.10.4 AT AREA OF WALL REPAIR, APE. AT RAKE WALL ONLY EXTERIOR SIDING IS HARDI-LAP OVER VAPOR BARRIER, OVER 3/8" CONTINUOUS APA RATED PW OVER 2X FRAMING 16" o/c. SIDING AT EXISTING GABLE ENDS REMAINS. ALL EXTERIOR APA RATED PLY WOOD SHALL HAVE LAP EDGE. BUT EDGES (TOP) SHALL HAVE Z BAR FLASHING. TYPICAL 1X3 TRIM FINISH SHALL BE USED AT CORNERS, DOORS, AND WINDOWS. ALL EXTERIOR SIDING AND TRIMS SHALL BE APPROVED BY OWNER. COMPOSITION ROOFING (SEE R32-7 NOTES): 1. COMPOSITION ROOFING SHALL BE RATED CLASS A. PER CRC TABLE 905.2.4.1(2) 2. PROVIDE 15LB UNDER FELT. 3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS OF PREVENTING DEBRIS ACCUMULATION. 4. PROVIDE ONE LAYER 72LB MIN CAP SHEET, 36" WIDE, RUNNING FULL LENGTH OF ALL VALLEYS R373.5.3. )Z53 3Z FIRE SEPARATION: 1. FIRE SEPARATION BETWEEN R-3 AND U OCCUPANCY SHALL BE'/" DRYWALL ON THE WALL OVER THE BREEZEWAY. COMPLIANT FINISHES: 1. WALLAND CEILING FINISHES SHALL HAVE AFLAME SPREAD INDEX OF NOT GREATER THAN 200 AND A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. C.R.C. SECTION R302.9.1. 2. FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE AND SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. C.R.C. SECTION R307.2. Energy Notes: For compliance with Title 24 this alteration requires mandatory measures applicable to the existing home. Floors:I Existing I Existing Revised Slab No Walls:I Existing I Existing Revised R-11 No Lids: Existing Existing Revised R-24 I Yes. Replace w R-38 Existing Windows: Aluminum sash, double glazed. Existing Altered: No Existing HVAC: Heat pump mounted on roof. Replace HVAC and ducts. 14 SEER- 80AFUE Min. See Title 24 Testing or verification required. Existing Water heater: Electric 40G remains. All new lighting control devices and systems, ballasts, and luminaries must meet the applicable requirements of Section 110.9. All new outdoor lighting lights permanently mounted to the residential building or to other buildings on the same lot are to be A. High efficacy luminaries and B. Controlled by a manual on and off switch and 1. Controlled by a photocell and motion sensor, or 2. Photo control, or 3. Astronomical time clock, or 4. Energy management control system (EMCS). ELECTRICAL NOTES: THE EXISTING 100AMP SERVICE PANEL IS LOCATED AT THE SOUTH-EAST CORNER. ONLY ELECTRICAL WORK AND LIGHTING IN LID IS BEING REPLACED. 1. PROVIDE SMOKE DETECTORS/ALARMS IN ALL BEDROOMS AND AREAS ADJACENT TO BEDROOMS AS INDICATED ON FLOOR PLAN. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS/ALARMS IN HALLWAY AS SHOWN ON PLAN. PROVIDE HARD WIRE WITH BATTERY BACK UP. (R314.4 AND R315.1.1) DETECTORS TO BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS. 2 ALL NEW LIGHTING WILL COMPLY WITH 2016 CA. ENERGY CODE. SEE ADDITIONAL LIGHTING NOTES BELLOW: 3. PERFORM ALL WORK IN ACCORDANCE W/ THE 2016 CALIF. ELECTRICAL CODE (CEC). NOTHING IN THESE PLANS IS TO PERMIT WORK NOT CONFORMING TO THESE CODES. 4. LOCATIONS OF LIGHTS SHOWN ARE APPROXIMATE AND MAY BE MOVED TO SUIT. LIGHTING: ALL LIGHTING WILL COMPLY WITH 2016 CA. ENERGY CODE. SEE ATTACHED TITLE 24 FOR COMPLIANCE. 1. ALL INSTALLED LIGHTS WILL BE CONTROLLED BY VACANCY OR OCCUPANT SENSOR, AND WILL BE HIGH EFFICACY. 2. RECESSED LIGHTS INTO INSULATED CEILINGS ARE REQUIRED TO BE IC -RATED SO THAT INSULATION MAY BE PLACED OVER THEM AND ARE TO BE LABELED AIR TIGHT (AT). 5. BATHROOM AND SERVICE ROM SHALL BE CONTROLLED BY AN OCCUPANT SENSOR kSHALL BE HIGH EFFICACY. 6. LIGHT FIXTURES LOCATED IN TUB OR SHOWER AREAS SHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS". 7. ALL FIXTURES SHALL BE SECURELY SUPPORTED. ANY FIXTURE WEIGHING MORE THAN 6 LBS OR IS MORE THAN 16" IN ANY DIM SHALL NOT BE SUPPORTED BY THE SCREW SHELL OF A LAMP HOLDER. OUTLET BOXES MAY NOT BE THE SOLE SUPPORT OF CEILING FANS. CEC Art.410.30(a). CEC Art. 314.27(A)&(D) ALL LIGHTING CONTROL DEVICES AND SYSTEMS, BALLASTS, AND LUMINARIES MUST MEET THE APPLICABLE REQUIREMENTS OF SECTION 110.9. WIRE AND CIRCUIT SIZE: 1. WIRE AND OUTLET RATINGS SHALL MEET REQUIREMENTS OF CEC SECTION 200 AND CEC TABLE 210.24. 2. ALL LIGHTS AND OUTLETS ARE 15 AMP EXCEPT AS NOTED. SEE NOTES FOR 20 AMP OUTLET LOCATIONS. POWER AND LIGHTING CIRCUITS ARE IN ACCORDANCE WITH CEC SECTION 210 AND 220. BORING HOLES: 1. WHERE HOLES ARE BORED IN WOOD MEMBERS 1-1/4" MUST BE MAINTAINED FROM THE NEAREST EDGE PER SECTION 300.4(A)(1). 2. WHERE NOTCHES ARE CUT IN WOOD WOOD MEMBERS FOR. WIRING A MIN. 1/16" THICK STEEL PLATE IS TO BE PROVIDED TO COVER THE AREA OF WIRING. PERMIT # DUTTE COUNTY DI=NFLOPMENT SERVICES REVIFwr 0 FO COIF GON.APLIt*N0F DATEE_,•Z 7_ Y- - - - 0 W O(fj J W 000 ZE Z >Uc= WW2 wwLL c� W W w F' to o Urn C� �w°'o EL W CD Q U o Ix 22 � �mZi(qD ¢ZC�o a-'.Zd��od• El A 5�CfION %II = 1211 13 5�CrI0N %2" =12" ?1 12 %" APA PAT12 PW PFF NOT5 H-1 CLIP FA VU55 fO PLAT App SAW 6LK TV FN PW NON WNT12 WPI 5OFFIf Af OHG TT 5)12'' FA5CIA GU= 2X6 FA5CIA t3ACU 2-411 _ff - �, 2X4 16" - W/ V -Il TV fl -11 PW 5112ING N, COMP POOr OM 5 # F � L f PFF\ Nom5 N. MFG TU55�5 24" W/ x-38 N-/2" GYP POAF12 FIN 15H bINING I IZI n W&L 12ML I N. 5� --241' ff NON \/M1 12 W121 - 50FF If Af OHG ff N. MFG T?U55�5 24" Yc - - - - - - I I (HOU5� rL & iM5%5, MYONP) I PM i i F, fl -II PW LIn I —21-611 AI's I MZMAY I I I I 11�55 0FF5�f 12MII"=I2" HVAC: 1. PROVIDEN, EW�-IEAT PUMP AS PRESCRIBED IN TITLE 24. 2. PROVIDE ROOF MOUNT FOR HEAT PUMP. 3. PROVIDE ATTIC ACCESS 30"X22" MIN. AND LARGE ENOUGH FOR REMOVAL OF THE LARGEST ATTIC MOUNTED UNIT PART (DUCTING). INDOOR AIR QUALITY: THE BATHROOM ROOM FAN IS A WHOLE BUILDING VENTILATION FAN. IT MUST HAVE: 1. EXHAUST MIN CFM RATING OF 75CFM. 2. THE FAN SHALL BE RATED AT A MAXIMUM OF 1.0 SONE. 3. THE CONTROL SWITCH MUST BE HUMIDISTAT CONTROLLED SWITCH. FANS AND AND EXHAUST VENTS: ALL VENTS VENT TO OUTSIDE AND SHALL BE 3' MIN CLR TO ANY OPENING IN THE BUILDING. CMC504.5 ALL VENTS SHALL HAVE DAMPERS. MIN BATHROOM EXHAUST FAN RATINGS SHALL BE 50CFM. FANS SHALL BE ENERGY STAR COMPLIANT AND PROVIDED WITH HUMIDITY CONTROL. R303.3.1. PLUMBING NOTES: REPLACE ABS VENTING THRU ROOF. PROVIDE APPROVED WATER HEATER SEISMIC STRAPS FOR EXISTING WATER HEATER. THE 2016 CGBSC IS NOT APPLICABLE TO THE AREA OF WORK. WHERE THERE IS NO ALTERATION OR ADDITION OF PLUMBING, WS1 AND WS2 ARE NOT REQUIRED. 3�Z R327 Notes: ROOFING: 1. Composition shingle roofing shall be rated Class A. 2. Roof gutters shall be provided with a means of preventing debris accumulation as per CRC Section 327.5.4. IL.U7 1zV7 3. No eave vents are allowed. CRC R .6.3. Venting shall comply w/ CRC R6. EXTERIOR FINISH: X37 Exterior finish shall comply w/ CRC R327.7. All overhangs, soffits, and lids shall be protected by non vented Hardi soffit. Exception gable end overhangs 327.7.4 (4) SIDING: Siding materials are as noted on elevations and comply with WUI product list published by Cal Fire. PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES 2X4 BLOCK w/ REVIEWED FOR FNFW E" / fO �LK CODE COMPLIANCE I)ATE- _. _ .. ---- - ---- --- — - eYN 01 __:._ Cyli • • • GENERAL NOTES: 2x8 FPCZ [ 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE 2x6 FA�T�FS 2' MAX 10' SFAN �rM/�FN STFUf COif m OOK�p ci> 16d NAI.S �A. EN17 PROVISIONS OF THE 2016 CALIF. RESIDENTIAL CODE AS WELL AS ANY Z2'' FW NAS N6 FFF NOI`F5 (!) 10d COMMON NAL5 APPLICABLE MUNICIPAL, STATE, AND FEDERAL REGULATIONS. IXC CONI �� @ �pAC� N�M��pS �ONG�p 11-A1' 72" 2X6 l7AGGNAL 11�F 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, �-�6d _ — �x� CONTNUOU5 2X SI F�F�F, FNFW fG %FfFEF• A11ACI' @ MII?p01NT 0� �p,AC� MACF @48" AND EXISTING CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING Ix6 a' Y FFOV, FLU PFG @ F.A F\ 5W� WORK AND NOTIFY DESIGNER OF ANY DISCREPANCIES OR 2M5VffWI-SFE :-16dVC5FA1M55 w/ (2. Bd ML5 INCONSISTENCIES. THE DESIGNER SHALL APPROVE ANY F,AFT�F fG SI.��F�F GA�I.� ENI) 1:1.155 A,5 �M�� ADJUSTMENTS TO THE PLAN. fG �u5s 3. FOR ANY CERTAIN FEATURES OF CONSTRUCTION AND FINISH THAT N. I AR?l LAP @ CAVL. FNP A5 FM s ARE NOT FULLY SHOWN ON THESE DRAWINGS OR NOTES, THEIR 0/ M�G1C3155�5 MOW i CONSTRUCTION SHALL BE SIMILAR TO CONDITIONS THAT ARE SHOWN. MA, FGa TM55 FM FLAN NALL FINISHES SHALL BE VERIFIED WITH OWNER. COW NUGU5 FGOF 51 EVC4 FFGM WALE GI; GFf7FF 1F\U55 f0 F ZZ M55 TY 4. DIMENSIONS NOTED AS "CLR." ARE MIN. CLEARANCE AND MUST BE MOV. 22X;0" ACCE55 & rLOCK WCE5 OF a N NG, N FW 6"Yc CZ f0 Fl f MAINTAINED AS NET CLEARANCE. fG GFEW N(A PLOCK'G 5. ALL WEATHER PROOFING & FLASHING IS THE RESPONSIBILITY OF THE BUILDER. C OM FAMING PM � 1 " Z I2" CAAft. W2 RACINCA 1"-12" 011 {lj W O. J < W fa -0E-. 0 V z Z � Q UZZ ww Wo W (9 w W W Wi,- "t 0 to 0 U0) W W LO 0)o LL W C7 V o Wz� ti 0 5; u-�mJco Q_ZC� i D H G I��N17�tz50N CMECM" DATE 8-30-11 SCALE JOB lt0. 11-0804 SH9;T f