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HomeMy WebLinkAboutB16-2160 064-100-015r r Butte County Building Depart ent California Green Building Standards Code Residential VOC Checklist VOC COMPLIANCE CERTIFICATION ADHESIVE (NONE C}) MANUFACTURER CALGreen LIMIT' ACTUAL VOCs 0.05 Hardwood plywood composite core 0.08 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 0.21 SEALANT (NONE U) MANUFACTURER CALGreen ACTUAL -VOCs ARCHITECTURAL COATINGS (NONE C}) MANUFACTURER CALGreen FORMALDEHYDE COMPLIANCE CERTIFICATION ACTUAL VOCs PRODUCT (NONE (}) MANUFACTURER CURRENT LIMIT ACTUAL Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.08 Particleboard 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 0.21 All Carpet installed in the building interior meets the testing and product requirements of the following (check one) Carpet and Rug Institute's Green Label 0 California Department of Public Health Standard Practice for the testing of VOCs NSF/ANS1140 at the Gold Level 0 Scientific Certifications Systems Indoor AdvantageTTf. Gold 0 No carpet installed on this project I certify that the information provided on this form is accurate and that the materials used on this project comply with Section 4.504 (Residential) or 5.504 (Non -Residential) of the 2010 California Green Building Standards Code. Print name See other side o' page for VOC limits Signature Date TABLE 4.504.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS-' Grams of VOC per Liter. of Coating. Less Water and Less Exempt Cmmounrls COATING CATEGORY EFFECTIVE 11112010 EFFECTIVE 11112012 Bat coatin s 50 111 Nt>tlibt coatings,AX) 00 R • br 71 oor odl- c:.Iv NonOat-Mol gloss coatings 150 so SJ fltalt\' Coadnas Aluminum roof coatings 400 I B ment &pedaltyooltinR!' 400 Mulcirm.t011eco: £1l1K1ion ildh i ro RiturriMUS roof coatin !. 50 J00 Bituminous roof primers J50 Other ac i -: s hot s.:«:f7<:AHv li tal I3 o X- d 350 COileretecudog compounds 350 AHS wddi!11I Concrde/mnsonry sealers 100 250 Driveway sealer.; 50 C. -:n t ltd. v' Dry foo continlla ISO 2.0 Faux ftni Wg cootings 350 TcP lllld trim .tdhes ilv Fire resistive coori.op ).50 Floorcontinn 100 Pbstic fi>ams Fonn-rcicwc compounds 250 50 Gro bicwts 4Cs x -x Jxuntn) S00 Fibea o:l: >-s HIM to Jlt etarure condn 420 Indu. hi31 mainleiUincemalin1111 2S0 Low solids c<3ati1111 1 120 Magnesite CI.T11.'n1 coutingl1 450 Ma<ttic textummings 100 Metallic Phmtentcd cootinRS 500 Multioolorcoa ' 250 ftrn cnt WU 1 Drimets 420 Primel!i.sealers:andundcn:ootc:cs 100 Relldive penetrating s1'411mi JSO Recycled coatings 250 Roof cool'ggs 110 Rust prevenMtivo continn]1 400 2S0 Shellll Clear Opaque 7.10 SSO SPc-<cilIItY primers, sealers and undeJCoaters 3.30 100 Srains 2S0 St000 COUI>01dants 450 Swimming of coat' 3-Ul Tmffic markins:coatinlli 100 TUb Wd tile n finish coAtings 420 Warerpnxumg memhrllncs 250 Woodcoalinas :!75 Wo"d J fVIllh'l:s 350 Zinc-rid!priiners 340 1. Gnun.o; U)VOC per liter of coating. including water and including exempt compounds. 2. The specified limit l l remain inctiect unles.revised limits an: li.' ledin subs. l - qucnt columns in the table. 3. Values in this tnble are derived from thoe tpecified by the Califumia Air RL'St\urces Board, Arehitecrurnl Coatings Suggcs.ted C.onM Measure-. February I, 2008. More infonnation is mmilobl" fronl the Air R"sauna.."1> Boord. TABLE 4.504.1 ADHESIVE VOC LIMJJU Lees Water and Leas Exemnt Compounds in C'tramc ter T if -r ARCKnECTURALAPPUCAnOHS CURRENT VOC UNJT 1ndoPr UIJItCI ndhesi\-es Camet ••) Y1 JutiinortUb"'el ai "'1' 111 Wcwwl n'lo inJt 2.1 1,*.- 00 R • br 71 oor odl- c:.Iv 6- Subtloor adh VCs so Cc:nuni" tile:..the:.iivc 65 VCT and asphalt tile ooMshcs Drvwnll and ran.- I adheaiv" I CtNe bme adhesive - J Mulcirm.t011eco: £1l1K1ion ildh i ro 7iJ Structural gkuin;t gdhes iv J00 Sil lt%l o W rix. f r. l embr -nc oA l l i -cm 2:0 Other ac i -: s hot s.:«:f7<:AHv li tal 5- SPECIAITV AP P U CAI IOf P\'C weldink t 10 490 AHS wddi!11I 1zli Pbstil.0-rrcn: weldin g 250 Adhcmi'" rrinwrf<ll' -AStic 50 C. -:n t ltd. v' 80 S eci. .-Nwmc osatncr .sd 5. ive 2.0 Strucwnl wood memberndlleslve TcP lllld trim .tdhes ilv � SUBSTRATE SPECIRC APPUCATIONS Mttal to me1111 3 Pbstic fi>ams 50 Porous malerinl ie Piwoodl 50 W-wd :n Fibea o:l: >-s 80 I. If on ult-ivc. "' vt -t In 1-oond Ci..;.MmMu Qtb'itnallllt: tnt,.mher, rL e o cil,., jv" 1VilJttlsc: hi! lhe$1 VOC WIIICIII !lball be utluws:: 2. Fot udditiorsnl inf maatton r - ,g metho:ln t o m VOC cont.mt .spc::if ed in Lbls lllble. see Sour! ! Coast Air Qlulity Maruv< nt Di.w.Cl Rulo 1168. TABLE 4.50:1.2 SEALANT VOC UM IT Lese W:ator and LGcv EXOmDt Compounds in Grams car TTtnr SEALANTS CURRENTVOC LIMIT AR:hitecruml 2S0 Marine deck Nnn........ hnon.o IUO( 760 300 U.<Ittdwm o 2'i U Sll!1! 11'-nb:m >f r.1fmhr.11'tt" 4\0 Other .420 SEALANT PRNERS ArchUi'Cluml Nmp-.rr.aut POVuit 2.0 ffS Modifj.,J bitwruaous M.crillf deck S00 760 Utbcr J' M BUTTE COUNTY DEPARTMENT OF DEVELt'�.P[V!1ENT SERVICES:-B.UILD1htG CONSTRUCTION DEBRIS RECOVERY FINAL REPOR.T Fina! Inspection will not be scheduled until completed report su6mftd Sulldin-Per its# Owner Name: owner Phone: � _ ) Submit compietedforrn in person or by mail -to: Butte County Development Services - Building 7 Coup 'ty Center Drive Oroville., CA 95965 Jobsite Address:i�jectTypei:'.00onstrudon..•P.Pernoition.. Jobsite 'Oontact:Com p .�........_.�.....�....� a 4 P kwn-Q... __l......r.R _.._... ....�. FIAT TRIAL .Ra�sai� Tonnago., :dye . Top* �. •+s.. ... ... 'Tarim v: :.__ .:...... .:.. . . ..,,.� :�. �...�.��.�:. •.�:.�..� � .�;..-.� .'..•.,• , ACTUAL ,�.��� ���.PRO.V1D�.�t� QSED . Inert Material concrete, as'p'halt)• . ... . Lumber . . ... .. . . . P la nt/Tree.- Debds. . Dry -Wall. - ry- 1fVall.-Metal Metal Cardboard % Jet.,, Other. Other. Total tons of material. dispo ed..of -(-not.r ypl6d,or-'r-eUsed) Total tons of .material. not dispoS'0d':{ether recjicled•of reuse Percent recycled/reused Please sign indicating that -the above. information is true and correct to'th-e :b,est o�'your: kho'Modg�: hfreceipts, *ate tags, or ��Wg' informationlor all m2tcrials e reused, recycle -d or disposed. Applicants ' (Owner or Contractor): rat j Circle which Proal Report returned with co` rn verts.. i itxai a i % t Final Re ort a raved: PuiidJ ` «4nsp Pp - :3t K:\B UILDINCT\201 1 \A:ppro ved foxes s�Zcs Crree B d , fog-ris\Waste" �r rio r .cc' cinfwnnsidoc . Tr� M i- 41 1 1. iCERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis Calculation Date/Time: 10:50, Thu, Jul 23, 2015 Input File Name: Strong Residence.xml i CF1 R -PRF -01 Page 1 of 7 GC, GENERAL INFORMATION 01 Project Name Residential Building i 02 Calculation Description Title 24 Analysis 03 Project Location 14331 Carnegie Rd I -AMD ASSOCIAT' 04 City Magalia 05 Standards Version Compliance 2015 I 06 Zip Code 95969 07 Compliance Manager Version BEMCmpMgr 2013-4 (744) 08 Climate Zone CZ11 09 Software Version EnergyPro 6.6 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 90 BUTTE 12 Project Scope Newly Constructed �9'' 13 Number of Dwelling Units 1 i-luuly 11 14 Total Cond. Floor Area (ft2) 1292 ✓ 15 Number of Zones 1 Q 16 Slab Area (ft2) 0 17 Number of Stories �1-------rte `V ' V 18 20 Addition Cond. Floor Area Addition Slab Area (ft2) N/A N/A 19 21 Natural Gas Availall � Glazing Percentage {%) Yes ! ' DEVELOPMENT 11.1 % �trKvi�;5 ENERGY USE SUMMARY 04 05 06 07 08 Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 17.65 17.71 -0.06 -0.3% S apFce Cooling 52.80 60.99 -8.19 -15.5% 'AQ Ventilatio1 1.28 1.28 0.00 0.0% • .�CTat��af��ig'f 18.20 9.78 - . _ - - 8.42 . ti,. ; ,� �.. t -t �- • 46.3% O i Photovoltaic Offset ----0.00 t"�d'0p'ULJ'�= Compliance Energy Total 89.93 89,76 ,., 0,17�� -� �� ;� 0.2% 2 I lii Registration Number: 215-N0203445A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-24 10:23:16 Report Version - CF1R-07082015-744 A"\ C v I A 7 HERS'Provider: V CaICERTS inc. Report Generated at: 2015=07-23 10:50:47 V. • CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis REQUIRED SPECIAL FEATURES Calculation Date/Time: 10:50, Thu, Jul 23, 2015 Input File Name: Strong Residence.xml I The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY CF1 R -PRF -01 Page 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: • IAQ mechanical ventilation Cooling System Verifications: �• Minimum Airflow • Refrigerant Charge • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing Domestic Hot Water System Verifications: • --None -- ENERGY DESIGN RATING This is the sum of the annual TDV energy consumption for energy use components, included inthe performance"compliance approach for the Standard Design Building (Energy Budget) and the annual TDV energy consumption for lighting and components not regulated by Title 24,,Part `(such as domestic appliances and consumer �efectronccs) and accounting for the annual TDV energy offset by an on-site renewable energy system. * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION Reference. Energy Use Energy DesignRating Margin Percent Improvement Total Energy (kTDV/f2-yr)* 149.92.:.:. _ 149:75 0.17 0.1% * includes calculated Appliances and Miscellaneous Energy Use (AMEU) BUILDING - FEATURES INFORMATION 01 02 03 04 05 06- 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 1292 % 1 2 1 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Floor Area Avg. Ceiling Zone Name Zone Type HVAC System Name (ft2) Height _ '.... Water Heating System 1 Water Heating System 2 New Living Area Conditioned HVAC Systeml 1292 8 DHW Sys 1 Registration Number: 215-N0203445A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-24 10:23:16 Report Version - CF1R-07082015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-07-23 10:50:47 VIPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD ntial Building Calculation Date/Time: 10:50, Thu, Jul 23, 2015 :)n: Title 24 Analysis Input File Name: Strong Residence.xml I CF1 R -PRF -01 Page 3 of 7 ATTIC 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window & Door Area (ft) Tilt (deg) Attic New Living Area New Living Area F�-13 Wall 90 Front 400 78 90 ---- New Living Area R-13 Wal 180 Left 208 16 90 Front Wall (Front -90) New Living Area R-13 Wail 270 Back 400 64 90 Window 3 New Living Area R-t3k IL 0 Right 208 6 90 0.25 New Living Area E38_Roof_Attic Window Front Wall (Front -90) 1292 ---- 1 20.0 New Living Area LFZ'--10P-6 rawlspace'` Insect Screen (default) Window 5 _ 1292 Front Wall (Front -90) ---- ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic New Living Area Attic RoofNew Living Area Ventilated 4 0.1 0.85 Yes No WINDOWS 01 02 03 �: 0 05 06 07 08 09 10 Name Type _ Sui'fiace (Orientation -Azimuth);.„ Width..(ft) Leight (ft) Multipli er.;. Area Y (ft2) U -factor SHGC Exterior Shading Window Window Front Wall (Front -90) ---- ---- 1 12.0 0.32 0.25 Insect Screen (default) Window 2 Window Front Wall (Front -90) ---- ---- 1 6.0 0.32 0.25 Insect Screen (default) Window 3 Window Front Wall (Front -90) ---- ---- 1 10.0 0.32 0.25 Insect Screen (default) Window 4 Window Front Wall (Front -90) ---- ---- 1 20.0 0.32 0.25 Insect Screen (default) Window 5 Window Front Wall (Front -90) ---- ---- 1 10.0 0.32 0.25 Insect Screen (default) Window 6 Window Left Wall (Left -180) ---- ---- 1 16.0 0.32 0.25 Insect Screen (default) Sliding Glass Door Window Rear Wall (Back -270) ---- ---- 1 40.0 0.32 0.25 Insect Screen (default) Window 7 Window Rear Wall (Back -270) ---- ---- 1 24.0 0.32 0.25 Insect Screen (default) Window 8 Window Right Wall (Right -0) ---- ---- 1 6.0 0.32 0.25 Insect Screen (default) DOORS 01 02 03 04 Name Side of Building Area (ft) U -factor Door Front Wall 20.0 0.50 Registration Number: 215-N0203445A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-24 10:23:16 Report Version - CF111-07082015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-07-23 10:50:47 0 � t 4 'CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:50, Thu, Jul 23, 2015 Calculation Description: Title 24 Analysis Input File Name: Strong Residence.xml S CF1 R -PRF -01 Page 4of7 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 System Type Distribution Type Water Heater Number of Heaters Total Cavity Winter Design DHW Construction Name Surface Type Construction Type Framing R -value U -value Assembly Layers 199000-By/hr 0 0 • Cavity /.Frame: no insul. / 2x4 Top Chrd 2x4 Top Chord of Roof Truss @ 24 • Roof Deck: Wood Siding/sheathing/decking Attic RoofNew Living Area Attic Roofs Wood Framed Ceiling _ in. O.C. none 0.644 • Roofing: Light Roof (Asphalt Shingle) • Floor Surface: Carpeted Floors Over • Floor Deck: Wood Siding/sheathing/decking R-19 Floor Crawlspace Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. R 19 0.049 Cavity / Frame: R-19 / 2x6 • Inside Finish: Gypsum Board • Cavity/ Frame: R-13 / 2x4 • Exterior Finish: Wood R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. R 13 0.095 Siding/sheathing/decking • Inside Finish: Gypsum Board Ceilings (below Cavity / Frame: R-9.1 / 2x4 R-38 Roof Attic attic) Wood- Framed Ceiling 2x4 @ 24 in. O.C. R 38 0.025 Over Floor Joists: R-28.9 insul. WATER HEATING SYSTEMS 01 02 03 04 05 06 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction (%) DHW Sys 1 - 1/1 DHW Pipe Insulation, All Lines DHW Heater 1 1 .0% WATER HEATERS 01 02 03 04 05 06 07 08 Name Heater -Element Type Tank Type Tank Volume (gal) Energy Factor or Efficiency 17-ut_Rating Tank Exterior Insulation R -value Standby Loss. (Fraction) DHW Heater 1 Natural G s Small Instantaneous 0 0.94 199000-By/hr 0 0 Registration Number: 215-N0203445A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-24 10:23:16 Report Version - MR -07082015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-07-23 10:50:47 4 . 'CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:50, Thu, Jul 23, 2015 Calculation Description: Title 24 Analysis Input File Name: Strong Residence.xml L CFI R -PRF -01 Page 5of7 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Point -of Use Recirculation Control Central DHW Distribution DHW Sys 1 - 1/1 --- --- --- --- --- --- SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name HVAC Systeml Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 HVAC - HEATING UNIT TYPES 01 02 03 Name Type Efficiency Heating Component 1 Cnt furnace Fbel-fired cent al furnace 1 95 AFUE HVAC - COOLING UNIT TYPES a. 02 03 04 01 05 06 07 Efficiency _ � °� .. Multi -speed Name System Type EER SEER Zonally Controlled Compressor HERS Verification Cooling Component 1 SplitAirCond 11 14 Not Zonal Single Speed Cooling Component 1 -hers -cool HVAC COOLING - HERS VERIFICATION 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling Component 1 -hers -cool Required 350 Not Required Not Required Required HVAC - DISTRIBUTION SYSTEMS . 01 02 03 .04 05 06 07 Name Type Duct Leakage Insulation R -value Duct Location Bypass Duct HERS Verification Air Distribution System 1 DuctsCrawl Sealed and tested 8 Crawl space None Air Distribution System 1 -hers -dist Registration Number: 215-N0203445A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-24 10:23:16 Report Version - CF1R-07082015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-07-23 10:50:47 t a "CERTIFICATE OF COMPLIANCE -RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 10:50, Thu, Jul 23, 2015 Calculation Description: Title 24 Analysis Input File Name: Strong Residence.xml CF1 R -PRF -01 Page 6of7 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low -leakage Air Handier Air Distribution System 1 -hers -dist Required 6.0 Not Required Not Required Not Required Not Required --- HVAC -FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) HERS Verification HVAC Fan 1 Single Speed PSC Furnace Fan 0.58 HVAC Fan 1 -hers -fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficiency (Watts1CFM) HVAC Fan 1 -hers -fan Required 0.58 Registration Number: 215-N0203445A-000000000-0000 Registration Date/Time: 2015-07-24 10:23:16 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2013 Residential Compliance Report Version - CF1R-07082015-744 Report Generated at: 2015-07-23 10:50:47 11-9 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 10:50, Thu, Jul 231 2015 Project Name: Residential Building Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Timothy Carstairs Company: Carstairs Energy Calculations Address: P.O. Box 4736 City/State/Zip: San Luis Obispo, CA 93403 RESPONSIBLE PERSON'S DECLARATION STATEMENT Input File Name: Strong Residence.xml Documentation Author Signature: Signature Date: 2015-07-23 10:54:10 CEAIHERS Certification Identification (If applicable): R13-06-10042 Phone: (805) 904-9048 CF1 R-P,RF-01 Page 7 of 7 pip b �f tlls i it li t� t i3itsrj t ikrc ctxiriu t* certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. es identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, 3. The building design features or system design featur worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Burt Galvez Company: - Date. Signed: Galvez & Associates Inc. 2015-07-24 10:23:16 Address: License: 2199 Pantages Circle NA. City/State/Zip: Phone: Rancho Cordova, CA 95670 916-635-5530 Y 9 Y Digitally signed b Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the 9 information. Registration Number: 215-N0203445A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-24 10:23:16 Report Version - CF1R-07082015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-07-23 10:50:47 t � 11-9 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 10:50, Thu, Jul 231 2015 Project Name: Residential Building Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Timothy Carstairs Company: Carstairs Energy Calculations Address: P.O. Box 4736 City/State/Zip: San Luis Obispo, CA 93403 RESPONSIBLE PERSON'S DECLARATION STATEMENT Input File Name: Strong Residence.xml Documentation Author Signature: Signature Date: 2015-07-23 10:54:10 CEAIHERS Certification Identification (If applicable): R13-06-10042 Phone: (805) 904-9048 CF1 R-P,RF-01 Page 7 of 7 pip b �f tlls i it li t� t i3itsrj t ikrc ctxiriu t* certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. es identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, 3. The building design features or system design featur worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Burt Galvez Company: - Date. Signed: Galvez & Associates Inc. 2015-07-24 10:23:16 Address: License: 2199 Pantages Circle NA. City/State/Zip: Phone: Rancho Cordova, CA 95670 916-635-5530 Y 9 Y Digitally signed b Ca10ERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the 9 information. Registration Number: 215-N0203445A-000000000-0000 CA Building Energy Efficiency Standards - 2013 Residential Compliance Registration Date/Time: 2015-07-24 10:23:16 Report Version - CF1R-07082015-744 HERS Provider: CaICERTS inc. Report Generated at: 2015-07-23 10:50:47 V • .__it Gal0091 Des'*' 5 a To: Ilan Chrecker Re: existing Foundation Froni my obsefwation and from thepictures you can see that the Foundation depth of 16" and width- of 24"e'xc*eeds Caiy. Build. Codes.. The stemwall is 3high, 6" in with and with 3# 4 rebaY. From any professional opinion thisfoundation. is- �noYe than adequate to support a single family single stog dwelling.- Thankyou, Burt 6� If vvvwvR J. . _ r � '+^ • ^ "' � • = ' �`` fir. `_ . r ,� � BUTT COUNTY SEP 2 9 2016 DEVELOPMENT SERVICES t�t (/G C,i_-/c 10.1 8/20/2016 0730160833.j pg qw. �l� 1 i 1 � 1 � 6r � 1 rA - 51, Ilk ft %Awl' : 4 - < do 41- -4 "Nu 41 STANLEY AW -j A 4,, 7 w7T" 7 w4u Nt 8/20/2016 I 'I*., r. - 0730160832ajpg =�Mlll MWAHILIF RIIINIII'! P IW- P '751: IM' I I .. I "1 8/20/2016 0730160831.jpg 14 ;.; V-4 mot rN, ow 46 w Jo 44 4L Wb di 4A* k, J, 4W A OW oil* *Owl* Ilk% k #LApw 4w 16 Aq nq A — If wow AW% lw 0 r - Lo Ur .6 J6 'o I o lljjwfvw' OW No. 4W mA� 4lf4.. I%w • 'k, "& https:Hmail.google.com/mail/LVO/#inbox/l 56a941e62d3d52c?projector= 1 1/1 8/20/2016 rIT ' 'r r� 0730160829jpg w 3 1:� � •��• 1 • i' f ,S� ih• .3 lb �,r 4-A IF f Av ••iice� ��,, � �� ♦.'0�'• • tA . . Tom"+• ,� . � � , •r r ���� � 11 � �li� �I��tjl ij� 7(r ids lj1 � i ��. i •t �` • • .�; 11 1f 1jjljiJf�t�tt Tift, ti�`44r���,�.�;t Z�q �,'�E�i�1 `iS��1 • �I�I�t�'if a 1-4 , ' z ''r,41h mw.. s $. t. .4c ot v - - V Re: 50491 CAR N EG H I E Strong Residence C, f :-� "z EC 2 2016 TRE AND AC%SOCl/'a T EC-, MiTek USA, Inc. 250 Klug Circle Corona, CA 92880 951-245-9525 r The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on thep arameters provided by Meeks Building Center. Pages or sheets covered by this seal: K2655127 thru K2655136 My license renewal date for the state of California is September 30, 2018. QR{}6 ES51p��� zNq0 C 70068 � EXP. 9-30-2018 U 0 C 2 F� i ' ; t.., ►: tit E'..t' FOR CODE COMPLIANCE D E LC.4 7. 7 70iu P� F�4 1--. 1 Fj f "I 't [IV civi December 9,2016 Zhao, Xiaoming IMPORTANT NOTE: Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. r 0 4D - W. Job Truss Truss Type Qty Ply I Strong Residence 12-9-14 ---12-9-14-- ------- ---- -- ---------- K2655127 50491 CARNEGHIE A GABLE 1 1 -----------. _ ---- ------- ------------ - -------------- -- ---------- _- ----------- -_ __—_ Job Reference_(optional)----- -- • DESIGN ASSISTANCE, PARADISE, CA -1-3-0 } -- - -- — ----- --.. 12-9-14 1-3-0 12-9-14 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:07 2016 Page 1 ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-YYcPWJegZb9dS6pvAjyVcRtzTEVk4olKewHkPLyAlzl 12-9-14 Scale = 1:44.9 3x4 9 10 11 8 , 7 6.00 112 6� 5 4 3 r--� 27 26 25 28 3x4 24 \ 29 31 2 33 32 3.00 112 3x4 23 22 21 20 16 17 19 7_11��_ .717_71� 0 A 18 3x4 REACTIONS. All bearings 25-7-12. (lb) - Max Horz 2=83(LC 9) Max Uplift All uplift 100 Ib or less at joints) 2, 32, 30, 28, 24, 23, 22, 21, 20,19 Max Grav All reactions 250 Ib or less at joint(s) 18, 26, 27, 25, 32, 31, 30, 29, 28, 24, 23, 22, 21 except 2=354(LC 1), 33=477(LC 1), 19=588(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-33=-377/44, 17-19=-463/60 NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category Il; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` 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. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 32, 30, 28, 24, 239 22, 21, 20, 19. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 26, 27, 25, 33, 32, 31, 30, 29, 28, 24, 23, 22, 21, 20, 19. RAI 4¢pFESSIpN�� ZNq p C 70068 � December 9,2016 :.{... .. .. .. .. .. .. ... ...n ..... { ,f..i:n-••' a..:.:�: a.i.•�. '.sx',.a's.. s,... x.�....w:... .�:.:..d.a...y......,..�.... :.r�..... u.s,,;,re.�.o.c.a..:u:,..z., z>.. z,.i�l,..;u. .. :a.i. ra:- .... :. , . >....v...:...........y.. :f: / ,e{.rb:.�.. .. ..... .,�. w.{.b..n. la.. daor•.iG..sY..(. u�.. v. .:.:.:c.f:..u. ..:..ur..'.{..ic�.l...a..Fb:.Ra. R, .d. ot�Oded�r .d. Y.G�.:coSc...wa).------ 73277' .{,.rivSxf.c Z. axkaazoca: r iYi;;G:w'.L.,.fw,r )Ylll,iib;.L;wv,"iiou';&:6G�:'G ` .ac�i&tbo�i6:ci:Cti'<: :ikSrddk{CS'dc600:'d><f:b^'•h. -..{.(•%u:!;.. A. � WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ! Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi" ' " 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 ip 12-9-14 25-7-12 12-9-14 ---12-9-14-- ------- ---- -- ---------- -------- - - _Plate Offsets (X,Y)---__[10:0-2-0,Edge]------- - - ----- ------ -- - --- -- ----- --- ---- ------------- LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.24 Vert(LL) 0.00 1 n/r 120 MT20 220/195 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.09 Vert(TL) 0.01 1 n/r 120 TCDL 11.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 18 n/a n/a BCLL 0.0 Code IBC2012fTP12007 I Matrix -S Weight: 116 Ib FT = 20% BCDL_ --- 1.0.0 _ ---- --- - ---- - - - -- - -- - - - - ----- --- LUMBER- BRACING - TOP CHORD 2x4 DF No. 1&Btr G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: OTHERS 2x4 DF No.1&Btr G 6-0-0 oc bracing: 2-33,32-33,19-20. REACTIONS. All bearings 25-7-12. (lb) - Max Horz 2=83(LC 9) Max Uplift All uplift 100 Ib or less at joints) 2, 32, 30, 28, 24, 23, 22, 21, 20,19 Max Grav All reactions 250 Ib or less at joint(s) 18, 26, 27, 25, 32, 31, 30, 29, 28, 24, 23, 22, 21 except 2=354(LC 1), 33=477(LC 1), 19=588(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-33=-377/44, 17-19=-463/60 NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category Il; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ` 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. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 32, 30, 28, 24, 239 22, 21, 20, 19. 13) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 26, 27, 25, 33, 32, 31, 30, 29, 28, 24, 23, 22, 21, 20, 19. RAI 4¢pFESSIpN�� ZNq p C 70068 � December 9,2016 :.{... .. .. .. .. .. .. ... ...n ..... { ,f..i:n-••' a..:.:�: a.i.•�. '.sx',.a's.. s,... x.�....w:... .�:.:..d.a...y......,..�.... :.r�..... u.s,,;,re.�.o.c.a..:u:,..z., z>.. z,.i�l,..;u. .. :a.i. ra:- .... :. , . >....v...:...........y.. :f: / ,e{.rb:.�.. .. ..... .,�. w.{.b..n. la.. daor•.iG..sY..(. u�.. v. .:.:.:c.f:..u. ..:..ur..'.{..ic�.l...a..Fb:.Ra. R, .d. ot�Oded�r .d. Y.G�.:coSc...wa).------ 73277' .{,.rivSxf.c Z. axkaazoca: r iYi;;G:w'.L.,.fw,r )Ylll,iib;.L;wv,"iiou';&:6G�:'G ` .ac�i&tbo�i6:ci:Cti'<: :ikSrddk{CS'dc600:'d><f:b^'•h. -..{.(•%u:!;.. A. � WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. ! Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Mi" ' " 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 ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Corona, CA 92880 ip Job Truss Truss Type Qty Ply Strong Residence -0.3910-11 Plate Offsets(X,Y)--- [2:0-2-7,Edge], [8:0-2-7,Edge],-[10:0-6-0L0-3-11] Vert(TL) K2655128 50491 CARNEGHIE Al Scissor 16 1 8 - ---- -- - - - ---- - - - - ------ (Roof Snow=40.0) --- Job Referencejoptional) ---- • DESIGN ASSISTANCE, PARADISE, CA 2-0-0 4-9-8 LO ti M. C) 1 6.00F1_2 5x8 1.5x4 _8-8-8 3-11-0 18 3.001-12-- -0 .00 12 3x4 4 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:08 2016 Page 1 ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-OkAnkfflKvHU3GN5jRTk9fQ3beh2pAfUtZOHyoyAlzH 12-7-8 16-6-8 20-5-8 25-3-0 3-11-0 3-11-0 3-11-0 4-9-8 REACTIONS. (Ib/size) 8=1534/0-3-8,2=1751/0-3-8 Max Horz 2=86(LC 9) Max Uplift 8=-137(LC 10), 2=-178(LC 10) 5x8 11 5 3x4 6 1.5x4 7 10 \ - 8x12 9 --' — 3x4 18-6-0 DEFL. -0 -- --- (loc) 12-7-8 L/d Vert(LL) -0.3910-11 Plate Offsets(X,Y)--- [2:0-2-7,Edge], [8:0-2-7,Edge],-[10:0-6-0L0-3-11] Vert(TL) LOADING (psf) SPACING- 2-0-0 CSI. Horz(TL) TCLL 40.0 8 Plate Grip DOL 1.00 TC 0.53 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.73 TCDL 11.0 Rep Stress Incr YES WB 0.36 BCLL 0.0 Code IBC2012/TP12007 Matrix -MS 0.0 LUMBER - TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF No.1 &Btr G REACTIONS. (Ib/size) 8=1534/0-3-8,2=1751/0-3-8 Max Horz 2=86(LC 9) Max Uplift 8=-137(LC 10), 2=-178(LC 10) 5x8 11 5 3x4 6 1.5x4 7 10 \ - 8x12 9 --' — 3x4 18-6-0 DEFL. in (loc) I/defl L/d Vert(LL) -0.3910-11 >781 240 Vert(TL) -0.8310-11 >367 180 Horz(TL) 0.56 8 n/a n/a BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4934/406, 3-4=-4503/389, 4-5=-3384/261, 5-6=-3383/2619 6-7=-4569/404, 7-8=-5030/429 BOT CHORD 2-11=-328/4439, 10-11=-210/3892, 9-10=-218/3916, 8-9=-352/4542 WEBS 5-10=-195/2582, 6-10=-1104/131, 6-9=-81/444, 7-9=-386/65, 4-10=-1037/125, 4-11=-68/394, 3-11=-340/55 Scale = 1:45.8 0 Irl - C; 8 1 c? 111T C) 5x8 ---- --6-9-0 _ _ .-_ - - ---- -- - -- - - ---- - ---- -- -- - - -- - -- PLATES MT20 Weight: 108 Ib GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-7-4 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=25ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 8, 2 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except at=1b) 8=137,2=178. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. Q¢pFESSlp�� j w$��o z �2c� C 70068 � EXP. 9-30-2018 0 December 9,2016 �ww r r V_ iT e '. 250 Klug Circle Corona, CA 92880 Job ( Truss Truss Type Qty Ply Strong Residence 9 LOADING LOADING (psf) �- ✓ SPACING- I<2655129 50491 CARNEGHIE A2 Scissor 8 1 Plate Grip DOL 1-- -- - ---- - -- ----------- ---- — -- - -- --- -- --- - - - --- ---- -- --I (Roof Snow -4 -Job Reference -(optional)_________ DESIGN ASSISTANCE, PARADISE, CA 270-0 4-9-8 8-8-8 12-7-8 2-0-0 4-9-8 3-11-0 3-11-0 6.00 [1- 1.5x4 3 3 x 4 4 12 3x4 3.00 r12 6-9-0 12-7-8 - - -- ---- --- - - - -- 6=9=0 — --- 5-10=8 Plate Offsets (X Y)-- f 2:0-2-7 Edge) j8:0-2-7,Edge], [11:0-6-0,0-3-11 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:09 2016 Pagel ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-Uwk9x_gw5CPLhQyHH8?ziszFP21 LYdyd6DmrUEyAlzG 16-6-8 20-5-8 25-3-027-3-0 3-11-0 3-11-0 4-9-8 2-0-0 5x8 11 5 1.5x4 = 8x12 10 - - - 3x4 ' 8 LUMBER - TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF No.1 &Btr G REACTIONS. (Ib/size) 2=1744/0-3-8,8=1744/0-3-8 Max Horz 2=-87(LC 8) Max Uplift 2=-176(LC 10), 8=-176(LC 10) BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4908/371, 3-4=-4477/352, 4-5=-3356/222, 5-6=-3356/222, 6-7=-4477/352, 7-8=-4908/371 BOT CHORD 2-12=-263/4415,11-12=-144/3867, 10-11=-144/3867,8-10=-263/4415 WEBS 5-11=-160/2559, 6-11=-1079/127,6-10=-70/394,7-10=-344/57,4-11=-1079/127, 4-12=-70/394, 3-12=-344/57 18-6-0 — ----------� -- 5_10_8 In (loc) I/defl -0.38 11-12 >790 -0.82 11-12 >370 0.55 8 n/a 5x8 6-9-0 L/d PLATES 240 MT20 180 nla Weight: 111 Ib Scale: 1/4"=l' SA �--- 1M V� 9 LOADING LOADING (psf) �- ✓ SPACING- 2-0-0 CSI. DEFL. TCLL 40. i Plate Grip DOL 1.00 TC 0.53 Vert(LL) (Roof Snow -4 ,% Lumber DOL 1.15 BC 0.72 Vert(TL) TCDL 11.0 ( Rep Stress Incr YES WB 0.35 Horz(TL) BCLL 0.0 ; Code IBC2012ITP12007 Matrix -MS BCDL 10.0 1 ------ - ---------------- LUMBER - TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF No.1 &Btr G REACTIONS. (Ib/size) 2=1744/0-3-8,8=1744/0-3-8 Max Horz 2=-87(LC 8) Max Uplift 2=-176(LC 10), 8=-176(LC 10) BRACING - TOP CHORD BOT CHORD FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-4908/371, 3-4=-4477/352, 4-5=-3356/222, 5-6=-3356/222, 6-7=-4477/352, 7-8=-4908/371 BOT CHORD 2-12=-263/4415,11-12=-144/3867, 10-11=-144/3867,8-10=-263/4415 WEBS 5-11=-160/2559, 6-11=-1079/127,6-10=-70/394,7-10=-344/57,4-11=-1079/127, 4-12=-70/394, 3-12=-344/57 18-6-0 — ----------� -- 5_10_8 In (loc) I/defl -0.38 11-12 >790 -0.82 11-12 >370 0.55 8 n/a 5x8 6-9-0 L/d PLATES 240 MT20 180 nla Weight: 111 Ib Scale: 1/4"=l' SA GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-7-6 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=25ft; eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=176,8=176. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. Q¢�FEssro�,�� r C 7(}068 � EXE -30-201$ �44 December 9,2016 WNT" 250 Klug Circle Corona, CA 92880 1M V� 9 6 GRIP 220/195 FT = 20% Structural wood sheathing directly applied or 2-7-6 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=25ft; eave=oft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 8) Bearing at joint(s) 2, 8 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) 2=176,8=176. WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. Q¢�FEssro�,�� r C 7(}068 � EXE -30-201$ �44 December 9,2016 WNT" 250 Klug Circle Corona, CA 92880 :Job I 150491CARNEGHIE i i i Truss Truss Type Qty Ply Strong Residence A3 GABLE 1 1 ---- 3-0-6 . -- -8-4 - - - -- - -- - —1---- --tJob--Reference_(optional)- ------ - - -- - DESIGN ASSISTANCE, PARADISE, CA -1-3-0 { _ _ 4-3-6 --- - 8-0-0 1-3-0 4-3-6 3-8-10 48 6.00 [12 2.5x5 11 4x6 48 3x6 % 44 4 3x4 % 3 2 tx� I I 1�_- i 24 5x8- 3x4 = 23 K2655130 j 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:112016 Page 1 ID:pYTR2TNWJT15vz?cl3tFfry3SRD-QJrwMghBdgf3wj6gPZ1 RnH2b3rsn0anwZXFxY6yAlzE 12-9-14--- --- --- - -- - - -18-4-13- - - ---- { ---- - --- -25-3-0 - -- - - - - - - { 26-6-0.-I 4-9-14 5-6-15 6-10-3 1-3-0 Scale: 1/4"=l' 20 14x12 3.00 [V . 1 - - 3x4 -- 5 19 18 17 3x4 — 16 \� 7 45 1 8 15 14 13 12 11 3x4 -- 9 3x4 BOT CHOR x WEBS 2x4 DF No.1 &Btr G OTHERS 2x4 DF No. 1&Btr G REACTIONS. All bearings 17-11-4 except (jt=length) 2=0-3-8, 23=0-3-8. (lb) - Max Horz 2=83(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 2, 18, 9, 16, 14, 12, 11, 23 Max Grav All reactions 250 Ib or less at joint(s) 18, 19, 17, 21, 20, 15, 13, 12 except 5=427(LC 15), 2=592(LC 1), 9=340(LC 16), 16=349(LC 16), 14=459(LC 16), 11=528(LC 1), 23=902(LC 15), 9=334(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/80 BOT CHORD 2-24=-21/388, 22-23=-869/84, 4-22=-664/72 WEBS 22-24=-23/4350 3-22=-413/79, 6-16=-322/23, 7-14=-436/51, 8-11=-414/49 NOTES - 1) Wind: ASCE 7-10; Vult-11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 18, 9, 16, 14, 12, 11, 23, 9. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. — — — — - i 6�ESSIOiv,,1 Z 0 ' C 70000 a-30- 18 December 9,2016 i°`" 250 Klug Circle Corona, CA 92880 7-3-12�_ -0-0 12-7 _8 18-4-13-- - 25-3-0 -- - ---- - { { — --4_3-6 ­­- - - { - -- ---- 3-0-6 . -- -8-4 - - - -- - -- 4-7-8 — 5-9-5 - -- - - -- - 6-10-3 - - - - --- - ----- -- - - -------------------- -- --- _Plate Offsets (X,Y)_ --------- [3;0_5-4s0-1_12], LOADING (psf)2_p_0 SPACING - f CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.45 Vert(LL) _0.01 24-39 >999 240 1 MT20 220/195 (Roof Snow=40.0 ) Lumber DOL 1.15 BC 0.08 Vert(TL) 0.02 24-39 >999 180 TCDL 11.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 23 nla n/a BCLL 0.0 Code IBC20121TP12007 Matrix -MS 1 Weight: 145 Ib FT = 20% BCDL10.0_ - -- --------- - - --------------- --- ------ - - ------ _-- - -- -_ ----- -- - ------ LUMBER- *Except* BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. TOP CHORD 2x4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, Except: 23-25,3-25: 2x6 DF No.2 G D 2 4 DF No 1 &Btr ('- 10-0-0 oc bracing: 2-24,23-24. BOT CHOR x WEBS 2x4 DF No.1 &Btr G OTHERS 2x4 DF No. 1&Btr G REACTIONS. All bearings 17-11-4 except (jt=length) 2=0-3-8, 23=0-3-8. (lb) - Max Horz 2=83(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 2, 18, 9, 16, 14, 12, 11, 23 Max Grav All reactions 250 Ib or less at joint(s) 18, 19, 17, 21, 20, 15, 13, 12 except 5=427(LC 15), 2=592(LC 1), 9=340(LC 16), 16=349(LC 16), 14=459(LC 16), 11=528(LC 1), 23=902(LC 15), 9=334(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-464/80 BOT CHORD 2-24=-21/388, 22-23=-869/84, 4-22=-664/72 WEBS 22-24=-23/4350 3-22=-413/79, 6-16=-322/23, 7-14=-436/51, 8-11=-414/49 NOTES - 1) Wind: ASCE 7-10; Vult-11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 18, 9, 16, 14, 12, 11, 23, 9. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. — — — — - i 6�ESSIOiv,,1 Z 0 ' C 70000 a-30- 18 December 9,2016 i°`" 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply i Strong Residence j WB 0.03 LOADING (psf) SPACING- K2655131 50491CARNEGHIE B1 Common Supported Gable 1 1 (Roof Snow=40.0) - ---.- -�. --- ---- --- - --------- -- - - ----- - --- Job Reference -(optional) DESIGN ASSISTANCE, M q' 0 1 PARADISE, CA -1-3-0 -- _ 1-3-0 4 2.5x5 6.00 712- 11 b.U1U S Apr zu LUIb mi i eK inausineS, Inc. t-ri uec uj U/:aJ: I -1 zwia rage 1 ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-QJrwMghBdgf3wj6gPZ1 RnH2aOrtaObXwZXFxY6yAlzE ---4-0-0 - 8-0-0 , 10-0-0 4-0-0 4-0-0 2-0-0 Scale = 1:20.8 4 LUMBER- TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G OTHERS 2x4 DF No. 1&Btr G - me e CSI. DEFL. TC 0.52 Vert(LL) BC 0.03 Vert(TL) WB 0.03 LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 (Roof Snow=40.0) Lumber DOL 1.15 TCDL 11.0 Rep Stress Incr YES BCLL 0.0 Code IBC2012/TP12007 B C D L 10.0 -� --- _ - ---- - -- --- LUMBER- TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G OTHERS 2x4 DF No. 1&Btr G - me e CSI. DEFL. TC 0.52 Vert(LL) BC 0.03 Vert(TL) WB 0.03 Horz(TL) Matrix -S BRACING - TOP CHORD BOT CHORD in (loc) 0.00 7 -0.03 7 0.00 6 PLATES GRIP MT20 220/195 Weight: 34 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 8-0-0. (lb) - Max Horz 2=-35(LC 8) Max Uplift All uplift 100 Ib or less at joints) 2, 6 except 8=-152(LC 14) Max Grav All reactions 250 Ib or less at joint(s) 9, 8 except 2=343(LC 14), 6=590(LC 14), 10=319(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-261/45 NOTES- 1)Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category 11; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 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) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6 except (jt=1b) 8=152. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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. O�F.SS10&44 �4 z • `�. 0 ` C 70008 � s �- - •- • WMIM MiTeK6 250 Klug Circle Corona, CA 92880 L/d I/defl n/r 120 n/r 120 n/a n/a PLATES GRIP MT20 220/195 Weight: 34 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 6-0-0 oc bracing. REACTIONS. All bearings 8-0-0. (lb) - Max Horz 2=-35(LC 8) Max Uplift All uplift 100 Ib or less at joints) 2, 6 except 8=-152(LC 14) Max Grav All reactions 250 Ib or less at joint(s) 9, 8 except 2=343(LC 14), 6=590(LC 14), 10=319(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-10=-261/45 NOTES- 1)Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=2ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category 11; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) Gable requires continuous bottom chord bearing. 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) A plate rating reduction of 20% has been applied for the green lumber members. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 6 except (jt=1b) 8=152. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M1TEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing 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. O�F.SS10&44 �4 z • `�. 0 ` C 70008 � s �- - •- • WMIM MiTeK6 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Strong Residence LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL K2655132 50491 CARNEGHIE D1 GABLE TCDL 11.0 0.00 12 n/a - -- ----- - --- ---- - --- BCLL 0.0 _-.___------- Job_Reference_(optional)----------- - -- DESIGN ASSISTANCE, PARADISE, CA 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:12 2016 Page 1 I D: pYTR2TNWJT15vz?cl3tFfTy3SRD-vVP IaOipO7owYthsyGYgJVblm FAC12w3oB_V5ZyAIzD _ ____-2-0._-0 -� _ .---- ---- -- - - - __ - .8 - ---------- - --- --- --- --- - ----- ----- -- — - --- -- -- - - -- -- -12-9-0 -- -- - - -- - - _ 2-0-0 6-4-8 6-4-8 - Scale = 1:24.3 3x4 7 a 17 Plate Offsets-(X,Y)--___ [7_0-2-0,Edge] (loc) L/d in I/defl LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 (Roof Snow=40.0) Lumber DOL 1.15 TCDL 11.0 0.00 12 n/a Rep Stress Incr YES BCLL 0.0 Code IBC2012/TP12007 BCDL -- -10.0 I - - ----- --- - LUMBER - TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G OTHERS 2x4 DF No. 1&Btr G REACTIONS. All bearings 12-9-0. CSI. TC 0.52 BC 0.20 WB 0.02 Matrix -S 12-9-0 12-9-0 DEFL. Vert(LL) Vert(TL) Horz(TL) ------ ---- - — PLATES GRIP MT20 2201195 Weight: 62 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (lb) - Max Horz 2=48(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 2, 19, 18, 15, 14, 13 except 20=-184(LC 14) Max Grav All reactions 250 Ib or less at joint(s) 12, 17016, 20, 19, 18, 15, 14 except 2=594(LC 14), 13=260(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 19, 18, 15, 14, 13 except (jt=1b) 20=184. kzft WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. 1" 4 Q�p�ESStO-/ C 70068 � oft" M r< - ori Wi iTk 250 Klug Circle Corona, CA 92880 (loc) L/d in I/defl 0.00 1 n/r 120 -0.02 1 n/r 120 0.00 12 n/a n/a ------ ---- - — PLATES GRIP MT20 2201195 Weight: 62 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. (lb) - Max Horz 2=48(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 2, 19, 18, 15, 14, 13 except 20=-184(LC 14) Max Grav All reactions 250 Ib or less at joint(s) 12, 17016, 20, 19, 18, 15, 14 except 2=594(LC 14), 13=260(LC 16) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 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=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 6) All plates are 1.5x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Gable studs spaced at 1-4-0 oc. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) * 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. 11) A plate rating reduction of 20% has been applied for the green lumber members. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 19, 18, 15, 14, 13 except (jt=1b) 20=184. kzft WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. 1" 4 Q�p�ESStO-/ C 70068 � oft" M r< - ori Wi iTk 250 Klug Circle Corona, CA 92880 Is Job Truss Truss Type Qty Ply Strong Residence . LOADING (psf) >999 SPACING- 2-0-0 K2655133 50491 CARNEGHIE D2 Common 2 1 4 Lumber DOL 1.15 TCDL 11.0 Job Reference (optional) DESIGN ASSISTANCE, cD A 1 2-0-0 PARADISE, CA 4x6 - 6.00 (12 LUMBER- TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF No.1 &Btr G REACTIONS. (Ib/size) 4=77310-3-8, 2=987/0-3-8 Max Horz 2=48(LC 9) Max Uplift 4=-69(LC 10), 2=-109(LC 10) 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:13 2016 Page 1 ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-NhzgnMjR9RwnA1 G2W 3vsi7wUfMUVzDOrk2d?yAlzC 12-9-0 6-4-8 6-4-8 12 CSI. TC 0.52 BC 0.25 WB 0.03 Matrix -MS FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-952/90, 3-4=-950/90 BOT CHORD 2-5=-30/7260 4-5=-30/726 WEBS 3-5=-20/258 4x6 = 5 1.5x4 11 DEFL. in (loc) I/defl L/d Vert(LL) LOADING (psf) >999 SPACING- 2-0-0 TCLL 40.0 >999 ( Plate Grip DOL 1 1.00 (Roof Snow=40.0) 4 Lumber DOL 1.15 TCDL 11.0 Rep Stress Incr YES BCLL 0.0 BCDL 10.0 _-�_------__---- Code IBC2012/TP12007 --- LUMBER- TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF No.1 &Btr G REACTIONS. (Ib/size) 4=77310-3-8, 2=987/0-3-8 Max Horz 2=48(LC 9) Max Uplift 4=-69(LC 10), 2=-109(LC 10) 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:13 2016 Page 1 ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-NhzgnMjR9RwnA1 G2W 3vsi7wUfMUVzDOrk2d?yAlzC 12-9-0 6-4-8 6-4-8 12 CSI. TC 0.52 BC 0.25 WB 0.03 Matrix -MS FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-952/90, 3-4=-950/90 BOT CHORD 2-5=-30/7260 4-5=-30/726 WEBS 3-5=-20/258 4x6 = 5 1.5x4 11 DEFL. in (loc) I/defl L/d Vert(LL) -0.04 5-8 >999 240 Vert(TL) -0.10 5-8 >999 180 Horz(TL) 0.01 4 n/a n/a BRACING - TOP CHORD BOT CHORD Scale = 1:24.5 13 4' 46 - 12-9-0 { --- PLATES GRIP MT20 220/195 Weight: 45 Ib FT = 20% Structural wood sheathing directly applied or 5-3-5 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. 11; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 4 except Qt=lb) 2=109. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not 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. I" i O v�1 Q�pFESStO�q j C 700fi$ � "mum rr' 11 11 1 1 , In fopo'"w&ibEb M " 250 Klug Circle Corona, CA 92880 Job Truss Truss Type Qty Ply Strong Residence 21-10-7__ 25-6-0__-_j 2-9-3 +---_ 3-7-9 Plate Offsets (X,Y)-- f2:0-8-15.0-2-31, f6:0 1 8,Edgel, [17.0-4-0,0-4-81 K2655134 ' 50491 CARNEGHIE G1 GABLE 1 2 !,Job DEFL. in (loc) I/defl - Reference (optional) -—_._ n/. I\n4/. \�:T-t_ �.-J..-�..:-- 1-- r-' P'%..- nn P%0.A4.A4 .1A4B fl...... 4 DESIGN ASSISTANCE, PARADISE, CA, 1 B.VJV s Jep Gu LV I V WH I CIC IIIVUJUICJ, lilt'. nl vv;, VZ7 Vv.V I .-+ I cV I V rays I ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-EmPcBVudfdtZ4dMsQy58FTgsgOj7mJnh2itW5yAkAO -2-0-0 3-7-9 6-4-12 6-11-11 10-6-8 14-11-8 1 18-6-5 19-1-1 21-10-7 25-6-0 27-6-0 2-0-0 3-7-9 2-9-3 0-6-1 3-6-13 4-4-15 3-6-13 0-6-1 2-9-3 3-7-9 2-0-0 Scale = 1:50.1 4x6 - 1.5x4 I I 6 1.5x4 11 i 1.5x4 I I 1.5x4 , 1.5x4 I I 1.5x4 11 6.00 12 \ 1.5x4 II 1.5x4 11 5x8 \ ( 5x8 I 71 \ 4 ---�- -- --LX 38 Li39ti cD 3x6 \ -� �� 3x6 3 37 / j x 9 10 - ---- -- -_ U - - -- - ---------- i� -- ---- - — 7 £--} -- I� i -- - - -- -- — x _ M 0 18 17 16 3x10 - 3x6 3x6 == 8x8— 3x10 - 15 40 1441 42 13 43 4412 LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G `Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 4-8: 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 DF No.2 G JOINTS 1 Brace at Jt(s): 5, 7 WEBS 2x4 DF No.1 &Btr G OTHERS 2x4 DF No.1 &Btr G REACTIONS. All bearings 12-9-0 except (jt=length) 2=0-3-8, 15=0-3-8. (lb) - Max Horz 2=89(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 14, 12, 10, 15 except 2=-126(LC 10), 13=-104(LC 10) Max Grav All reactions 250 Ib or less at joint(s) except 2=1213(LC 15), 14=868(LC 15), 13=1185(LC 16), 12=663(LC 16), 10=579(LC 14), 15=342(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1724/130, 3-37=-1477/125, 4-37=-1340/137, 4-6=-797/69, 7-8=0/582, 6-8=-786/70, 8-38=-8/296 BOT CHORD 2-18=-54/1485, 17-18=-54/1485, 16-17=-38/1290, 15-16=-347169, 15-40=-347/69, 14-40=-347/69, 14-41=-347169, 41-42=-347/69, 13-42=-347/69 WEBS 4-16=-961/63, 7-16=-69/1061, 7-14=-790/53, 7-13=-8/313, 8-13=-1042/81 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category Il; Exp B; Partially Exp.; Ct=1.1 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) All plates are 2.5x5 MT20 unless otherwise indicated. 10) Gable studs spaced at 1-4-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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 ottom chord and any other members. ... A .. .. .... ......... r. .. .. .. .r. ,r. ... ..:r.::«: .r... .r. :.. .rr r .: ... f•. :G:6'LUU<r :U '... ,... � ... <� .................. r. ........ .., n. .. .. .. ......... r.r r f. ....... f........ / .. •f v4CL.lif26Ctif4�.CM�rr'ii:<L6[Q'%ildfAi::t'Lt2L1L'fi.Gi:G.� ':<:l4Y.ihYLL .:::?Y:; <.;..}. ,r, .. ...•S v. ;5 !. ,<: ., ... ' r..GfIL41Lw::.L':<U6(6G�&G(�Rc6:4" <:.tir,:6"b:w,.k:.it<:2t<.va:\.;:z.ek:zvY as<«,'4E...ce:..:c:L:<,e«eu4rkf, eG::<•:.e<1u.4.;:.LG,G::z,c...x.c2..lYr<.,.2i%l! .u:«cw:Au.:o�'.5z<•:w:<z/ ac&..r.Se.R,<sr.,.w.� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 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/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. f y a� ZHA C 70060 EXP. 0-30-2018 y- `�'., c i V tl- x December 9,2016 ...,y%.rY;}.::.<::j+h<i:.. �:: ::."}•vf:...�:.i•i r•:ri .: .: v :. .�': i" !i tGA. eutoclelitru2eL::e:"tltiXC/.u.:l6lu.:letC%ir.'bt[t'7it�G«7[�.:<fei'aYr-.f..'..'"C<fiE;:�ii::fSCu'o.`cu'> 1 p I � ' iib i 250 Klug Circle Corona, CA 92880 s M -7-9 3 _ 6 -4-12 3-7-9 }- - 2-9-3 f 10-6-8 _ 4-1-13 1- 13-0-8--- __-14--11-8-_ - 2-6-0 { 1-11-0 } _ 19-1-4 ._--___�__ 4-1-13 21-10-7__ 25-6-0__-_j 2-9-3 +---_ 3-7-9 Plate Offsets (X,Y)-- f2:0-8-15.0-2-31, f6:0 1 8,Edgel, [17.0-4-0,0-4-81 - LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 plate Grip DOL 1.00 TC 0.41 Vert(LL) -0.02 17 >999 240 MT20 220/195 (Roof Snow=40.0) Lumber DOL 1.15 BC 0.19 Vert(TL) -0.03 17 >999 180 TCDL 11.0 Rep Stress Incr NO 1 l WB 0.08 Horz(TL) 0.01 15 n/a n/a BCLL 0.0 " C Chip IR(.2012/TP12007 I Matrix -MS Weight: 384 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G `Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. 4-8: 2x6 DF No.2 G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. BOT CHORD 2x6 DF No.2 G JOINTS 1 Brace at Jt(s): 5, 7 WEBS 2x4 DF No.1 &Btr G OTHERS 2x4 DF No.1 &Btr G REACTIONS. All bearings 12-9-0 except (jt=length) 2=0-3-8, 15=0-3-8. (lb) - Max Horz 2=89(LC 9) Max Uplift All uplift 100 Ib or less at joint(s) 14, 12, 10, 15 except 2=-126(LC 10), 13=-104(LC 10) Max Grav All reactions 250 Ib or less at joint(s) except 2=1213(LC 15), 14=868(LC 15), 13=1185(LC 16), 12=663(LC 16), 10=579(LC 14), 15=342(LC 15) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1724/130, 3-37=-1477/125, 4-37=-1340/137, 4-6=-797/69, 7-8=0/582, 6-8=-786/70, 8-38=-8/296 BOT CHORD 2-18=-54/1485, 17-18=-54/1485, 16-17=-38/1290, 15-16=-347169, 15-40=-347/69, 14-40=-347/69, 14-41=-347169, 41-42=-347/69, 13-42=-347/69 WEBS 4-16=-961/63, 7-16=-69/1061, 7-14=-790/53, 7-13=-8/313, 8-13=-1042/81 NOTES - 1) 2 -ply truss to be connected together with 1 Od (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 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; Vult=11Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. ll; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) 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. 5) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category Il; Exp B; Partially Exp.; Ct=1.1 6) Unbalanced snow loads have been considered for this design. 7) This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live loads. 8) Provide adequate drainage to prevent water ponding. 9) All plates are 2.5x5 MT20 unless otherwise indicated. 10) Gable studs spaced at 1-4-0 oc. 11) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 12) * 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 ottom chord and any other members. ... A .. .. .... ......... r. .. .. .. .r. ,r. ... ..:r.::«: .r... .r. :.. .rr r .: ... f•. :G:6'LUU<r :U '... ,... � ... <� .................. r. ........ .., n. .. .. .. ......... r.r r f. ....... f........ / .. •f v4CL.lif26Ctif4�.CM�rr'ii:<L6[Q'%ildfAi::t'Lt2L1L'fi.Gi:G.� ':<:l4Y.ihYLL .:::?Y:; <.;..}. ,r, .. ...•S v. ;5 !. ,<: ., ... ' r..GfIL41Lw::.L':<U6(6G�&G(�Rc6:4" <:.tir,:6"b:w,.k:.it<:2t<.va:\.;:z.ek:zvY as<«,'4E...ce:..:c:L:<,e«eu4rkf, eG::<•:.e<1u.4.;:.LG,G::z,c...x.c2..lYr<.,.2i%l! .u:«cw:Au.:o�'.5z<•:w:<z/ ac&..r.Se.R,<sr.,.w.� WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 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/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. f y a� ZHA C 70060 EXP. 0-30-2018 y- `�'., c i V tl- x December 9,2016 ...,y%.rY;}.::.<::j+h<i:.. �:: ::."}•vf:...�:.i•i r•:ri .: .: v :. .�': i" !i tGA. eutoclelitru2eL::e:"tltiXC/.u.:l6lu.:letC%ir.'bt[t'7it�G«7[�.:<fei'aYr-.f..'..'"C<fiE;:�ii::fSCu'o.`cu'> 1 p I � ' iib i 250 Klug Circle Corona, CA 92880 s M Job Truss Truss Type 50491 CARNEGHIE G1 GABLE DESIGN ASSISTANCE, PARADISE, CA, 1 Qty I Ply I Strong Residence K2655134 1 ! I z iJob Reference (optional) 8.030 s Sep 29 2016 MiTek Industries, Inc. Fri Dec 09 08:01:42 2016 Page 2 ID: pYTR2TN WJT15vz?cl3tFfTy3SRD-iyz?OrvTTzijADCYQ8TKgT?rc4kysDZwwiRQ3YyAkAN NOTES - 13) A plate rating reduction of 20% has been applied for the green lumber members. 14) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 14, 12, 10, 15 except (jt=1b) 2=126, 13=104. 15) Graphical purlin representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. 16) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 428 Ib down and 96 Ib up at 19-5-4 on top chord, and 70 Ib down and 29 Ib up at 12-10-1, 70 Ib down and 29 Ib up at 13-5-4, 70 Ib down and 29 Ib up at 15-5-4, 70 Ib down and 29 Ib up at 17-5-4, and 70 Ib down and 29 Ib up at 19-5-4, and 420 Ib down and 62 Ib up at 21-5-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Snow (balanced): Lumber Increase=1.15, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-102, 4-6=-102, 6-8=-102, 8-11=-102, 2-10=-20 Concentrated Loads (lb) Vert: 15=-70(F) 38=-235(F) 40=-70(F) 41=-70(F) 42=-70(F) 43=-70(F) 44=-420(F) ... .:.. .. ..::.., :,, ,::: : . ::. :•.::: •.:.::.. : ::.:•: ^: r ::: •; .'+:: : •:.... uT.ucG.SCwva.G....•Lc6uiaYiii:%iszcdN/1.Lw'i',L',ii:.'ci];ua:.ccuEal,t..cc. u•a.fbCU . ... ... ........ ..::. � ....v ..:. ,:::.::..:.., .. . ;: .,.•;'•::'.::.:::'/•»..::.. ••,, .. ,.. �..::.� .::.:,;:: .>.� .. •......... u,.:$couu�a:6.cGaw,,..M....4,c7icu<iL.1.cufadc„cowbc5.c,6ca..✓rbc.G.&.,•.,.cl6w•.cClu..fCachi/ .. ........... .... .. ... , ;,.::.:.:::....: - :::: .,.,f ..::. � ::.:•:::. ✓ '' :.iso::idcu.:;oc:cueccEr.:ci:k%i•:6...::o"✓' .: is •::........ :..:... ;., ...... .......:.,,,::. ... :.: �.w::S:S::cuvcs&::�.c..✓a,cQa:�::'.i�:w:wx:�o:c:G':.:.:n,'z:;:::':%acu..:iik.w.+r„'.:..iriuucLx: �w.cwr.,cu.:u.RrlfbGl.•:;rau::.,xa.s:;w WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-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 bracingMil C 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 ANSI1TPII Quality Criteria, DSB-89 and BCSI Building Component 250 Klug Circle Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. _ I Corona, CA 92880 u t i i i y .MJ M Job Truss Truss Type Qty Ply Strong Residence Plate Offsets (X,Y)- __[10:0-4-0,0-3-0] LOADING (psf) SPACING- K2655135 50491CARNEGHIE G2 Common 5 1 1.15 - — -- - --- - - --- - -- ---- ---- - - - -- --- -- ------ Job -Reference -(optional) -------- DESIGN ASSISTANCE, PARADISE, CA ti.U1U s Apr 2U 2U1b Mi I eK Industries, Inc. Fri Uec U9 U/:bMb 2U16 Page 1 ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-nGfpPOIJRMIL1 U?dB6dcULIP ls1NMhjFfjpziEKyAlz9 -2-0-0 — 6-7-14 12-9-0 18-10-2 25-6-0 27-6-0 2-0-0 6-7-14 6-1-2 6-1-2 6-7-14 2-0-0 2 4x6 — 6.00 111-2- 12 3x6 � 17 3 / 46 - 4 10 9 5x8 = 3x10 = REACTIONS. (Ib/size) 2=1760/0-3-8, 6=1760/0-3-8 Max Horz 2=88(LC 9) Max Uplift 2=-178(LC 10), 6=-178(LC 10) 8 1.5x4 4x6— 6 Scale =.1:47.3 12-9-0 -- - -- -- -- -18_10-2 - --- --- - - --- - 25-6-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.68 Vert(LL) -0.11 8-9 >999 240 MT20 220/195 BC 0.38 Vert(TL) -0.24 8-9 >999 180 WB 0.64 Horz(TL) 0.09 6 n/a n/a j Matrix -MS Weight: 116 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2635/242, 3-4=-1836/206, 4-5=-1836/206, 5-6=-2635/242 BOT CHORD 2-10=-134/2236, 9-10=-134/2236, 8-9=-134/2236, 6-8=-134/2236 WEBS 4-9=-123/938, 5-9=-990/112, 3-9=-990/112 NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) 2=178,6=178. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. 04 ZHA O r C 70068 ' E RT- s' X "=- December 9,2016 Frr ww, t MiTek" 250 Klug Circle Corona, CA 92880 i"' v 7 6 6-7-14 _ Plate Offsets (X,Y)- __[10:0-4-0,0-3-0] LOADING (psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 (Roof Snow=40.0) Lumber DOL 1.15 TCDL 11.0 Rep Stress Incr YES BCLL 0.0 Code IBC2012/TP12007 BCDL -- 10.0-- - LUMBER - TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G WEBS 2x4 DF No.1 &Btr G REACTIONS. (Ib/size) 2=1760/0-3-8, 6=1760/0-3-8 Max Horz 2=88(LC 9) Max Uplift 2=-178(LC 10), 6=-178(LC 10) 8 1.5x4 4x6— 6 Scale =.1:47.3 12-9-0 -- - -- -- -- -18_10-2 - --- --- - - --- - 25-6-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TC 0.68 Vert(LL) -0.11 8-9 >999 240 MT20 220/195 BC 0.38 Vert(TL) -0.24 8-9 >999 180 WB 0.64 Horz(TL) 0.09 6 n/a n/a j Matrix -MS Weight: 116 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-4-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2635/242, 3-4=-1836/206, 4-5=-1836/206, 5-6=-2635/242 BOT CHORD 2-10=-134/2236, 9-10=-134/2236, 8-9=-134/2236, 6-8=-134/2236 WEBS 4-9=-123/938, 5-9=-990/112, 3-9=-990/112 NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=26ft; eave=4ft; Cat. II; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed ; end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category II; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Ot=1b) 2=178,6=178. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall 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. 04 ZHA O r C 70068 ' E RT- s' X "=- December 9,2016 Frr ww, t MiTek" 250 Klug Circle Corona, CA 92880 i"' v 7 6 r Job i Truss 150491CARNEGHIE M1 DESIGN ASSISTANCE, PARADISE, CA co .dl -5 1 s Type Jack -Open -2-0-0 Qty Ply ' Strong Residence K2655136 5 1 Job_ Reference -(optional) 8.010 s Apr 20 2016 MiTek Industries, Inc. Fri Dec 09 07:59:16 2016 Page 1 ID:pYTR2TNWJT15vz?cl3tFfTy3SRD-nGfpP01JRMIL1 U?dB6dcULIQgsWOhsCfjpziEKyAlz9 6-0-0----- - - --- — --- --- 6-0-0 12 LOADING (psf)SPACING- 2-0-0 TCLL 40.0 I Plate Grip DOL 1.00 (Roof Snow=40.0) DEFL. Lumber DOL 1.15 TCDL 11.0 Vert(LL) Rep Stress Incr YES BCLL 0.0 Vert(TL) Code IBC2012/•TP12007 BCDL --10.0 - --- - - ---- - --- — - LUMBER - 2 n/a TOP CHORD 2x4 DF No.1 &Btr G BOT CHORD 2x4 DF No.1 &Btr G CSI. TC 0.58 BC 0.34 WB 0.00 Matrix -MS REACTIONS. (Ib/size) 3=245/Mechanical, 2=601/0-3-8, 4=82/Mechanical Max Horz 2=92(LC 10) Max Uplift 3=-31(LC 10), 2=-64(LC 10), 4=-9(LC 7) Max Grav 3=303(LC 15), 2=627(LC 15), 4=108(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 6-0-0 DEFL. in (loc) I/defl Vert(LL) -0.08 4-7 >948 Vert(TL) -0.18 4-7 >394 Horz(TL) 0.00 2 n/a BRACING - TOP CHORD BOT CHORD M IWT C; 9. Scale = 1:21.9 L/d PLATES GRIP 240 MT20 220/195 180 n/a Weight: 21 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES - 1) Wind: ASCE 7-10; Vult=11 Omph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. Il; Exp B; enclosed; MWFRS (directional); cantilever left and right exposed , end vertical left and right exposed; porch left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL: ASCE 7-10; Pf=40.0 psf (flat roof snow); Category ll; Exp B; Partially 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 18.0 psf or 2.00 times flat roof load of 40.0 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) A plate rating reduction of 20% has been applied for the green lumber members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 3, 2, 4. 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. n Q�aFF_ssto,�,�� z C 70068 � E-" -2018 December 9,2016 E i ie 250 Klug Circle Corona, CA 92880 Symbols PLATE LOCATION AND ORIENTATION _ 3/4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft -in -sixteenths. Q`1� Apply plates to both sides of truss and fully embed teeth. 0'16 1 0 For 4 x 2 orientation, locate VON 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 20/20 software or upon request. PLATE SIZE The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION BEARING 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/TPH : 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. Wumbering System 6-4-8 dimensions shown in ft -in -sixteenths 1 (Drawings not to scale) .:� General Safety N 1 Failure to Follow Could Cause Property Damage or Personal Injury I 3 1. Additional stability bracing for truss system, e.g. 1 2 diagonal or X -bracing, is always required. See SCSI. TOP CHORDS C2-3 ! 2. Truss bracing must be designed by an engineer. For C1-2 i wide truss spacing, individual lateral braces themselves WEBS o3� 4 i may require bracing, or alternative Tor I DN � � D bracing should be considered. O �'�O 3. Never exceed the design loading shown and never U �V V stack materials on inadequately braced trusses. U O O 4. Provide copies of this truss design to the building F— C7-8 C6-7 C5-6 I-- designer, erection supervisor, property owner and BOTTOM CHORDS all other interested parties. 8 7 6 5 ! 5. Cut members to bear tightly against each other. j 6. Place plates on each face of truss ane atat DINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE 1 joint and embed fully. Knots and w 1 J locations are regulated by ANSI/TPI 1. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. 7. Design assumes trusses will be suitably protected from END JOINT the environment in accord with ANSI/TPI 1. CHORDS AND WEBS ARE IDENTIFIED BY NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 1 9. Unless expressly noted this design is not applicable for � PRODUCT CODE APPROVALS use with fire retardant, preservative treated, or green lumber. ICC -ES Reports: 10. Camber is a non-structural consideration and is the 1988 responsibility of truss fabricator. General practice is to ESR -1311, ESR -1352, ESR camber for dead load deflection. ER -3907, ESR -2362, ESR -1397, ESR -3282 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 Trusses are designed for wind loads in the plane of the specified. provided at truss unless otherwise shown. ! 13. Top chords must be sheathed or purlins pr i spacing indicated on design. Lumber design values are in accordance with ANSI/TPI 1 14. Bottom chords require lateral bracing at 10 ft. spacing, section 6.3 These truss designs rely on lumber values or less, if no ceiling is installed, unless otherwise noted. established by others. 1 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior 2012 MiTek® All Rights Reserved approval of an engineer. 0 --- --� 17. Install and load vertically unless indicated otherwise. i 18. Use of green or treated lumber may pose unacceptable " R.1 environmental, health or performance risks. Consult with project engineer before use. 77 ,. . 19. Review all portions of this design (front, back, words <:r M7. : pictures alone and pictures) before use. Reviewing I ry is not sufficient. 20. Design assumes manufacture in accordance with :. ANSI/TPI 1 Quality Criteria. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 Campo run., Inc.. Custom Softw-are Eagirraering Manuflacturing i~L NO lateral Brace Detail DAT:: 07/23/08 SEQ: 2787671 IBC 2006 7 CBC 2007 Res#rai nt regUred at each end of ..brace and at 20" intervals. Compressionweb bracing shown on CompuTrus desigrts is to Ms.ist buCkEN of those webs. An ahernate method to brace the 2A bracing sewn on a s€rlgtp- member Uvss is to attach "T" bracing. `i" bracing is a 2x Member placed flat. on tha web as shown inthe e figures. 1-2x4 Brace Required Ses appropriate CarnpuTrus Engineering W T Brace or 3-2x4 Braces Shawn See appropriate CornpuTrus Engineering 2x6 T Braces 2.x4 T Brace M The T brace must be at ieast 8.0% of tt�e web length ard is attached vAth 14d malls a t 6"o.c. thro u, too o Typical at trusses 24"o.c. e rely. If 2x4 or 24 web -requires a siirglo brace, a 2A T brace may be substituted. If a 2A or 2xG web requires 2 ora braces, a single 2.*6 Tbrace ora 2x4 Tbraoe attached to the top and bottom oft web "Hayne substituted. The T brace(s) must be of equal or better material than the web. Trusses at 24*o.� typical 2A lateral brace with 2-1 Od nails per trams. Refer to Comp uTrus, E ng. Brace must be 806A of the to ng►th of the web. Lateral Brace Aff. Lateral Brace 2x4TBrace W 1 Od mils at Vo.c. t it —� N N -� N N N! N N �! AT Al Al Al iml M1 i -----I---Ii jJ2 i i I Fin cn m! -�? N° BUILDER: ISSUE DATE: ABOVE PLAN PROVIDED FOR TRUSS Todd Strong _ / / _ `P� LCULATIONS AND E GINEEER NGCEMENT ONLY. REFER TO S I �s .� PROJECT TITLE: (REVISION -1: STRUCTURAL DRAWING FOR ALL r7 % i, FURTHER INFORMATION. BUILDING j t ssistance DESIGNER/ENGINEER OF RECORD � � PSN• DRAWN BY. ;REVISION -2: RESPONSIBLE FOR ALL NON -TRUSS L�??] TO TRUSS CONNECTIONS. BUILDING L - CHECKED BY. ^ A' c DESIGNEWENGINEER OF RECORD TO SLIVERY LOCATION: SCALE: 7`T ���1 v C REVIEW AND APPROVE OF ALL. Magailia ;G H I E — ;DESIGNS PRIOR TO CONSTRUCTION. E (5-3-0) 8 77 4732�'��` _ All designs are property of MEEK'S LUMBER AND HARDWARE. All designs are null and void if not fabricated by MEEK'S LUMBER AND HARDWARE. -- a to 5TANPARP &ABLE ENP PETAIL 12 ' MAX SAVE N1 N0.2 OR 4x2 OUTLOOKER5 a 5211 0.0., O NOT OVER CU's" TOP CORD 0 OUTLOOE NOTCHES. IMP ON A54 OR EOUIVALENT ETON&BACK LEDGER 6ABL E SND SIMP50N A54 OR 2x C..,OT NOUS BACKINO N1 l 6 d' ^` 0 4" 0.0. MIN . BACKIN& 4 BACKING T TOF FLAT,,.. LECSE TG MRTGH GGrMNiC7N TKU55 MINIMUM OAPE CORPS ANP 5TUP5 ER TFZU55 PESION* 4-106 NAILa MIN. 2X4 T.. , lf=-L 5LOOK 2X4 aLOOK T 2X4 STP OR E3TR SPACE[;) f-01, O.C. SHALL f3E FROVIVED AT EACH ENP R A E . CONNECT AT END N1 -106 NAIL5. MAX L NC -7TH 5 llwoll T R TRU 5E5 N 0T 129TAIL.- EXP. 06/30114 /*- CtVii-��P� ). 2X4 NO.2 OR BTR f=OR LEPOER ANP 5TRON015ACK NAILEP TOOETHE N1 106 N IL5 a (0" O.c, ). 2X4 I P ... R NAILED TO EACH STUD NITH 5-10dNAI �. . a . 2X4 T O 05A T O 5F. OONN��... TE T EACH VERT. 5TUV4/ " - 1 cl TOE NAIL5. 4). Tib..... 10d NAILS P .. I F ED f=OR LEC> ... R AND STRON05ACSK ARE 106 aOX NAIL5 (0.151"PIAX5.0"LO) TH 15 P ... TA I t.... 15 ^Ff=L l AE3L .... TO T RUOTI)RA .. CvA5L: ENIF THE FOI.N.LONI 0 I T I ON1 5 ARE - 1)... - 4-1 ). THE HORIZONTAL "'NE MEMBER AT i HE VERT OFENIN67 SHALL 5� .. DACE 4'-0" MAX FOR 55 2). MAX MEAN ROOF` HEISHT IS 45, 5). SAX ROOF LIVE LOAD TO 5E 40 FOU VS PER OU E TOOT. 4). FV A CONTACT T U 5 ENG I NEER IF THERE ARE ANT U""511-ON5, t .. ..51 N NOT VALI E'� IF LOCATED ON AN ISOLATED HILL, RI Dry' E OFZ E �AfZFM NT. ------------ - L 11 2013 WILDLAND URBANINTERFACE REQ. Note: 1. provide md. leaf guards on all md. gutters per sect. 705A.4 R��D 2. 7/8"stucco fire rated soffits entire home. Per sect. 707A 3. All exterior glazing w/min. I temp. pane as per sect. 708A.2.1. (1) DEC 21 1016 , 4. All roof vents non-corrosive, fire rated screens w/max 1/16•-1/8"maw 5 "CRl B AND ASSOGIATES DIGscreen openings. Per sect. 706 A.2 I"`� 9��'�` T 5. Type A roof with #72 ASTM cap sheet under any metal valleys. _ i a F 3V. F- 6. All exterior doors 20min. rated. Per sect. 708A.3 - - i 7. All exterior wall vents with fire rated screen vents Per sect. 706A y _ Note: All electrical installations protected from physical damage, from the i Floor up to a height of 8' above oor. f Note: All exterior decks and columns to be fire rated.. °' t -- -- --- -----'-- -=_ -- - _ --- - Note: 'This home to comply to 2013 California Energy in regards (IA Q) Indoor Air Quality:. All bath fans and kitchen hood vents to comply tor. I _ b ,'ANSI/AHRESA` Standards 62.2 & the sound level cannot exceed 1.0 j hones, the CFM req. to comply with table 4-7 of the Residential _ _- ` 4w _ Compliance Manual. 3 .ra \�. ! 0\ Kitchen exhaust hood fan and bath fans to vent to the outside; kitchen d reo. 100cfm and bath fans 50cfmDuct sizing asper a hoo o/Q_o.� c ,, Table 7.1 •� 7 '�..�' ,o/c::•�.~ 1 �c�•---- \ POAC" lipI l PLUMBING NOTES (1) All (N) sho. or tub comb. To have auto. Mixer valves for faucets & not to --- - { . !: • ' '� ����•'j2eed 120 Degrees F. C2i •tel (2) All gas W/H to be 18" above floor. (in garage only) �. y ' () 3 - All (N) W/H to be seismically braced within the upper and lower one-third of ` ' `fin/ w a V ,:f �c oa `�`�.ma.'a6,.n ,ZrmR sm�� •-�r '� its vertical. The lower anchor/strap located to maintain a minimum dist. of 4" above the controls. --- i , r� 4 All hose bibs & lawn sprinkler systems shall have approved backflow s O P Y c ,r prevention device. '�(5) All water closets to have 1.2 gal. per flush, as per 2013 CGC • 20 f _ .. r than n. .s • i(6) Showerheads shall have a maximum flow rate of not more gp ._ _-_ - � :_� �/^f'j✓.f�J _-:_ i @ 80 psi per 2013 CalGreen Code Sec. 4.303.1.3 (7) All Lavatory faucets shall not exceed 1.2-gpm. Asper CGBC 4.303.1.4.1 (8) Kitchen faucets shall not exceed 1.8 gpm. Asper CGBC 4.303.1.4.4 ' - M :# rStat*st* icsIn ��t�s n {4 • 1: Square Footage: Upper Floor Nouse Lower fl' � oor OTotai - - -- __--'- - s ---- -- i :- Garage1f(,� Pg. I of 6 Plot Plan & General Notes ----.____. _.- 1. Construction shall be of the PORCH o.-�' &� j,5 � [. CONTRACT DOCUMENTS _ __-- .. ______ ... _._._ 2. Insulation: z• " - highest quality workmanship. � �- � � Pg. 2 of 6 Floor Plan & Elevation Views &Sectional "SI "& "S2 .93 O f All walls shall be plumb and Floors . .Occupant � P . 3 0 6 Foundation & Electrical Plan.- Y - true. All connections shall �' •f � Int. plumbing yp be made secure according to walls R--19 Pg. 4 of 6 Roof Plan & Mechanical Plan w Y: r e , accepted construction X R-15 {° p Ext. walls I i 3_/ ! ' Stories ----------------- procedures or as specified Ceilings k� 38 Pg. 5 of 6 Cal Green Requirements�- ------ . Sprinklers No herein or as pat-Qedition P . 6 0 6 General Const Notes 2 3. This Building shall conform to g f _ of the C.Wlfor:~ Building Code. _ Bldg.Area--------------13 l~ ►, the requirements of Title '24 of •. .._ . 2. Galvez&Assocrateslna ,assumes the California AdministrativeZI no responsibility for an changes, errors olmmis ons or Code and comply with GENERAL NOTES' deviations- by the contractor, regulations set forth by the I. All material to be "Doug. Fir. " #2 or Better. ` s ` , Calif. Energy Commision. See 4 CONSULTING ENGINEER either Intentional or 2. All ceiling/roof assemblies R-38 batt insulation. • accompaning compliance ' 3. All exterior walls 2 X4 R-13 batt insulation Y accidentlal. • ' - 3. �• The owner is advised that these worksheets. M ; ,, ,•� . _.. . 4. All glass within 18 of the floor: 4. All exterior doors Solid Core - Self Closing. i drawings and associated shall be tempered and have a 3 All exterior doors to be weatherstriped. Construction Documents are permanent affixed label per 2613 6. All exterior receptacles to be G.F..I. protected. the only medium available to - e,B.C. 2405.2 - ex ress the Intent of 7. All interior walls to be 1/2" bd - T&T UNO. . P 5. Garage appliances shall have g1'P• � r'Galvez &Assodatesrna"and cannot ignition 19" above the floor and 8. All interior doors to be pre-hung/hollow core. be assumed all inclusive with M; f _ shall be protected from auto 9. All interior bath recepticles to be G.F.C.I. protected �'••• 4. In all cases, Noted Dimensions 6. Provide 5/8 type - i- regard to such. Impact. • 10. All interior finishes to be verified by owner. . _..._...:._�..._ � e 'x" 9yP• board , • a r. u V . shall supercede; scaled from foundation to underside of 11. All Heat & Air ducts to be with min. I " insulation. R-6 dimensions. I2. All hot water lines wraped. roof sheathing or at garage wails, - A • ceilings, and posts supporting 13. All work to comply. with 2013 CRC, CMC, CPC, CEC, CFC, CRC, 5. Owner and all Contractors. shall second story #bars, adjacent to verify all dimensions and site or under dwelling shall have.. 1 hour• CGC & 2013 Calif. Energy Standards conditions befor starting const.. fire protection pet �_o/ G.B.C. 14All dimensions and conditions are to be verified by or even bidding. 302.2, 304.2 Ex. Owner & Contractor before starting construction. REVIEWED 7. Provide a 1 3/4" solid core, or 20 FOR CODECOMPLIANCE , min. rated tight fitting door w/ N; 8. All auto er 0 through walls, ouse to gavage. or carport. Note: TruSS C DIEC Z 7 2016 � fl alts Fire Sprinkler dessi by others.. , it or ceilings must be not less Vicin M a g . 9 than 25 o• IG ,A alv. sht. mtl. TRIG ASSOCIATES rw pe" 2_ 0/3 E.B.C. . 9. Gas vents and noncombustible piping, in walls, passing through BUTTE three floors or less shall be--- _ I �, C�0UNT1' effectively draftstopped at each' Scope: To construct a sq. ft. single family single story home on N floor or ceiling, per.B.C. Exi t• , DEC di 201 to. Provide non-removeabte b s rng foundation. All acicaties to ti ackflow preventlan. f e into existing supplied NlEN� device on all exterior hose bibs per � Services. - " SERV[cES.P.C. 603. G 11. *Ail water closets to have amax. of 1.6 ,,,-k,',. N gallons per flush per California Health � ���,�-�•� �{, .;raw � SofetCode. x y Complete construction Post Debris Recovery final f y !' 12. Provide smooth metal duct for dryer report documentation and V.O.C. Compliance exhaust extending to outside air with Certification submit to Building Division prior to final k� t »� f y m k backdraft dampen per 4.M.C. 504 905. 3 �1 13. Provide seismic bracing for anchorage building & f. r 2 /-17 X� 3 OWNERSHIP OF DOCUMENTS ��-�...�,� of water heater at locations equal to °Fr��r�c�' ` j -' the top & bottom one third of its . vertical dimension, the lower strapshall be DRAWINGS AND SPFCiFIC:flONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN 9 s � a min. of 4" above the controls THE PROPERTY OF°CALvE2d ASSOCfATESINCw WHETHER THE PROJECT FOR WHICH THEY per G.P.C. 510.5 ARE MATE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED BY THE CLIENT ON "•�;,� ' �* � ,z OTHER PROJECTS OR AS AN EKTENSTON TO- THIS PROJECT EXCEPT BY AGREEMENT ' 14. Provide thermostatic mixing valve on all IN WRITING WITH 4PPRAIAiE COMPENSATION TO : "eaiveCAAkrates 166.-A, tub/shower combinations./ s. _ .. A ------------ - - Ft. 1-1pe � PIN 5 S/� 1111111 0.1 11 Nip I I)TY E J .!j I N .......... -1 -7- Lt U� ........... f7 i L mx_ kJ .14 U 6, . Wall Bracing Conventional Light - Framing' Bracing - CRC R602.10 -'2013 Bracing Method 3 --Wood structural panel sheathing with a thickness not less than for 16" stud spacing and not less than 3/8" CDX for 24" stud spacing in tS Z—Z\ - accordance with CRCR602.10-13; 8d@611oc- edges, 8d @ 12 o c field. i'j' 0%,IN Min. 4 in length , Bracing Method 4 – Gypsum Board Sheathing m ax. 518 "thk. X 4' wd., wallboard or ven eer KA Base on studs spaced not over 24" oc & 8d @ 7" oc with nails required By CRC 2013 Min. Pin length one side or 4' two sides. a. Z_72�__457 xz_ I REVIEWED 4% FOR CODE COMPLIANCE TLEC Z 7 2016 1asa-�12 1,1_1! TRS AND ASSOCIATES IL'l �111_1'�' 1; =M, . ..... . . . . . ..... .....ZI Ft. 1-1pe � PIN 5 S/� 1111111 0.1 11 Nip I I)TY E J .!j I N .......... -1 -7- Lt U� ........... f7 i L mx_ kJ .14 U 6, . Wall Bracing Conventional Light - Framing' Bracing - CRC R602.10 -'2013 Bracing Method 3 --Wood structural panel sheathing with a thickness not less than for 16" stud spacing and not less than 3/8" CDX for 24" stud spacing in tS Z—Z\ - accordance with CRCR602.10-13; 8d@611oc- edges, 8d @ 12 o c field. i'j' 0%,IN Min. 4 in length , Bracing Method 4 – Gypsum Board Sheathing m ax. 518 "thk. X 4' wd., wallboard or ven eer KA Base on studs spaced not over 24" oc & 8d @ 7" oc with nails required By CRC 2013 Min. Pin length one side or 4' two sides. a. Z_72�__457 xz_ I REVIEWED 4% FOR CODE COMPLIANCE TLEC Z 7 2016 1asa-�12 1,1_1! TRS AND ASSOCIATES IL'l �111_1'�' 1; =M, r_ I ELECTRICAL NOTES 1.) KITCHEN— High efficacy or up to 50% of the total wattage can be Low Efficacy 2.) All —BATHROOMS- shall have high efficacy or manual -on occupancy sensor.. a i-vAc,A N e' 3.) All OUTDOOR LIGHTING shall have High -efficacy or controlled by motion sensor with manual-on/automatic off switch and photo control. 4.) All interior rooms except closets shall have high -efficacy or manual -on occupancy sensor; or dimmer. o o- vA t o pcy 5 g a off, 5.) All recessed fixtures must be rated for insulation contact, airtight and sealed with a gasket or caulked between the housing and the ceiling. All high - efficacy and low -efficacy luminaries groups must be controlled separately. 6.) All bathroom & laundfy rm. receptacles shall be supplied b a 20am crt(9,eop pP� Y p. , l����� 7.) ranges & dryers require a 4 -wire grounded receptacle outlet. 8.) All new receptacles to be AFCI protected. Per/NEC210-13 & tamper proof 9.), Carbon Monoxide Sensors provided outside bedroom doors. 10. All bathroom receptacles GFCI rotected. C 210.8 � - 4� ECS Note: All ceiling fan receptacles are to be approved for support of fan. Note: 0 = Smoke Detector wired to home with battery back-up. ®= Carbon Monoxide Sensor - wired to home w/battery back-up. ELECTRICAL LOAD CALCULATIONS r /zgz Square ft. @ 3 VA per Sq. Ft. - g /��°�2 Appliance Ckts. 1500 VA --------- =- ___ ______ __ ____ __ __ 7G Laundry Ckt. @ 1500 VA ------------------------------------------------- i Cloths Dryer @ 4500 VA ------------------------------------------------ v Dishwasher — Disposal @ 1500 VA ----- ----------------------- ---------lsoo` Cooktop & Oven @ 8600 VA ---------------- __ �sL Ob TOTALVA------------------------------------=----------------------------- 1 10 000 VA @ 100 o----------------------------------------------------!!3, Remainder @ 40% (/.Z 976. X .40) --------------------------------- Air Conditioner @ 6000 VA ---------------------------------------------- �vaa TOTALVA------------------------------------------------------------------ ;211504- VA 240 Volts= e6A AMPS (v) Service is AMPS ONE LINE DIA GRAM E Service 2" PVC wire ------------------ ---- O - - -- 44 cu bond to By PG&E gas & 'water pipe ------ OT/�E25 #4 ufer grnd- 2� _ t ,.. .. ,. .. -3.. r r R .� ..4 .�. r ... a bu- •.3%�YaR�j a Y .. ,# +. ! v .t, ,:;., _� .:... fir..: 4 d i tf. .., • ` s .,,p� =�v,�gy�: :s�' . it,`'.s�.`;.:-rl:a. sr...X-�'Sia,�.:.�sfS:a..sa':Y:�r6;i., •�` ---- r1 9 t i.y� } ,�,y �y {, Vi�i�, !.?y!,.a �,jy At ! �p.�� .:.3'1.E-l�vf;�6-0e1.,:iS1Fi.,.+R"' �r-P R�wal t.'ui.:ia'�i�i`��SEth+'•`•.§+9�t�+;�.wiirt.,a. �X�=.i+T+-K'slfi.n .�t�-�.�„�..,,.}y4'�k`. `� ��. �.:: a��'5.,,,�''"�'N"..",��` i' yo�p./ ���/�• 1� f Jy f _ .. ............. .-......._..... ...... .!-R/'. __wa'......n•'. RIF YIa'1awa,. .. - .�..,.. . . .......... _...a ! _ Ole -44 W(A ! _ Jri f` 11 {,- =III 1 atria rr I .. :5X 'j .. .. ,,.-.i. -... -,. a, :.t 4' 71 ';:5� " ,g5l �' 1 f .1 i... x11.0.sl 1. IT ! r W A N W' �' QW �r f� � � •If.J 1 �'�biAl'jyi.Y W �� AND ASSOCIATES � _ err. ��,,, �,• � T {�rP•. I �*,, �}/w %may , 1411_0' 1604. .fIT�n 4'-0' LAP (MIN.) 4'-0' VAP, (MIN.) TOP PLATE SPLICE P'T 2•ibd -� � 16d 18'04. 0-16d BA. SIDE (MIN.) STA665RED (TOT. 16-16d) ELEVATION v (NAILED) _ PLATE SPLICE �7 - 2x4 eLK'G. U24 E4. END VENTILATION CAL CULAI T DNS ! (Ventilation Area =14,28, 2 g = 150 = to " sq. ft. X 144 �MECHANICAL NOTES s� sq. in. req. i 5o ltLn.� t. dge vent @ 18 sq. in./lin. Ft = 96o sq. in. 1.) All heat and air ducts w/R-6 min. insulation. weave vents @& /vent= 7y `v sq. in. - 2) All work & materials shall be in accordance w/2013 CMC 2x6 KICKER z gable vents @34,46 vent =,269, meq, m, 3.) Room thermostats shall be mounted 4 above floor 1 total sq. in. vents= -// g sq. in. OK !/� Thermostat located together w/elect. Switches shall be mtd, . I ' i I1 'SIMFSCN' H1 EA KICKER DP51_ TOP R 3o ound. vents @�z,z/vent. /,56� sq. in. OK c._/ Above & ctr. Of switch. I - attic eave vent w/2x4 rafters = 77.75 sq. in. @ 60% vent. =46.65 sq. in. 4.) Contractor to verify existing conditions and mechanical design. .1- attic eave vent w/2x6 rafters =122 sq. in. @ 60% vent.=73.2 sq. in. 5.) (A) — Ducts Plenums shall comply w/chap 10 CMC. - 1 -found. vent 6x14.5 = 87 sq. in. @ 60% vend = 52.2 s . ' . --- �r (B) —Ventilation to comply w/sec. 605 CBC & sec. 1103 .CMC. 'Slt tP50N' ,a3� q In �` -:�_� ` (C)- Idents HVAC equipt, As to area or apace being served AT 4a' O.C. .1- gable vent 14"x16"=224 sq. in. @ 60% vent. =134.40 sq.in. - EN. 1- 3" O screen hole = 7"sq. in. Sec. 304.5 CMC. q V = Foundation or Eave Vents � QT =Thermostat with automatic setback to comply W/ CMC �-"O-Hagin" eyebrow eave vents = 78 sq, in./vent p y sTu05 T-24-1503 CEC AT 16,' n e- — if ff U = Exhaust fan Broan model 360100 cfm @ 1/8 sp. 80w INT[_`-�1F7�'AIL light, _ - - --- 120v 10 switch on t, 7"O duct to #634 roof jack. 52 49 .......u..u--..u+. +w++vw �s.urr....<.y �u...+w•..0 .w....�...mvY '.v...rsvry. - i Roof edge nolling 2x blocking �1 T&VS5 :• edge wffing XL?_:. =. where occurs. Dbl top plate SHEAR TRANSFER DETAIL rwti:rt•.narict _. _ 1TTE CC a4 c, �• �,v F: E • F A< 1 + REVIEWED FOR CODE COMPLIANCE I �C 11 20116. 4 TRD AND ASSOCIATES IQ • 14. CA _ Mandatory Measures Snprlfiii i Feature or Measure' 2013 CALGREEN CODE • • Yes / No • ' (For•full'details of the requirements seethe 2013 CALGreen Code) • 1 ' •• . ' ' . '' Reference -; Mandatory Measures Snprlfiii i Feature or Measure' 2013 CALGREEN CODE • • Yes / No • ' (For•full'details of the requirements seethe 2013 CALGreen Code) • 1 .'and'Pian. •• . ' ' . '' Reference -; . .. A plan•has been developed .andmiil be .implemented. to manage storm Water drainage • REVISED: Modifies "residential building" to include "low-rise residential buildings" and "high-rise residential buildings' . . 'during construction per CGC 4'106 2 &.4 106 3 • . ' one- or two -faintly dwellings or townhouses. 1 - - + 7 . R b. 4 " -"''MM _ r �� - • Plumbing fixtures (water closets and urinals) shall comply, with the following ' . . • The effective flush.volume of al ate 1 I water- r closets 1 28 ga lflush.(CGC ' 403.1..1)'. • . NEW: Adds a note directing code users to review Civil Code, Section 1101.1 at seq., regarding mandatory replacement of . . The effective flush volume of urinals shall not exceed 0 5 gal/flush (CGC 403 1.2): non-compilant plumbing fixtures. • • : Fittings (faucets and'showerheads): have all required standards listed''on plans and are in ." CALGreen a apply either low-rise ohigh-rise NEW: Clarifies that CALG may pp y r residential buildings or both. ••accordance:to CGC-4.303 1 3 and.•CGC 4031.4. ' . ' ' • ..Adiomaticirrigat(on system•controlierfor landscaping provided bythe builder- and. installed•: . .et.the time -of final inspection shall comply-with.CG.C'4'304 •• . Y . 1 _ •Annuldr'spaces•around pipes; electrical•cables,'conduits br other••openings in-sole/bottom. • • plates at exterior walls shall be rodent proofed'by•closing such openings with.cement. drainage during construction. • mortar, .concrete: masonry, or similar method'acceptabie •to the enforcing agency -per CGC' NO CHANGE FROM 2010 CALGREEN 4 406A.. . _' .. , I I ' . i?. R , • , , , A'.minimum of 50% of the non-hazardous-construct(on.and demolition -waste generated at'• . . •• e a be v th site sh II di erted t0 an offsite ec c!e d v s r 1 er ion . o a ac e C r salve f slit r CG 4 408 Y' 9 Y P REVISED: Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-rise resldenUal/hotei/motel . ' ' ,. iL1. , 4 fj ' An operation and maintenance manual will be provided to the building occupant.or owner • • er CGC' 4.4.101 '. • . . • P . . . '. 0 ' f.r i Q A is a k r. Any gas:.ftreplaces shall.be •a direct -vent seated .combustible type . . . . Any woodstove-or pellet stove shall comply with US EPA Phase li •emission limits per CGC ,. • -4.503-1.. • ' . i . .a 4.303.1 Plumbing Fixtures - . , i . At the time.ofrough installation, during -storage on the construction site and untd•fmal . - startup' of the. heating, cooling -and ventilating equipment, all duct and other related air " `distribution components openings shalt be covered -with tape,. plastic, sheet metals, or. •,1 other methods acceptable to the enforcing agency. to reduce the amount of water, dust or REVISED: Compliance rate of resilient flooring Is Increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient .debris,'..which-may, enter'the system per CGC 4 5041 . ;• , , . Adhesives, sealants, and caulks shall meet the VOC or other toxic compounds limits per . a CGC 4 504 21.. . Paints and coatings shall comply. with VOC limits•per•-CGC.4 504 2 2 • _ -1 -1 Aerosol paints -and coatings shall meet the Product -waited. MIR limits for ROC and other • requirements per CGCA 504 2 3 ' . I Documentation will be provided; at the request -of the Building Division, to verify i• • - I : 'compliance with VOC finish .materials per- CGG4:504 2:4 I ,Carpet- systems .installed in the`building interior shall"meet the testing.and product . .i requirement per CGC 4:504 3 . to the California Plumbing Code for applicable reference standards. Where resilient flooring is installed, at least 80%•of the:floor area receiving resilient' 1. - flooring .will comply with the requirements per CGC 4'504,4 .Hardwood plywood, particleboard; and medium density fiberboard composite wood • NO CHANGE FROM 2010 CALGREEN . products used on (Fie-intenor and'extenor of the building shall comply with the low . f0rmaldehyde emission standards•per.CGC 4 504 5 • . . ' " - . - ' _ f ,,, ,W, )3 r I ,R u fr , q 1. A capiliary•break shall be installed jf.a slab on -grade foundation -is used 'The use of a 4"' ' . ' thick base: of 2", or larger clean aggregate under a' 6 mil vapor'retarder with joint lapped Adhesives, Sealants not.less•then 6." will be provided per. CGC 4.505 2 and CRC R506 2 3- -. ' Building materials with visible signs of water damage -shall not be installed Wall and -floor compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), exceptfor aerosol framing shall not be enclosed when -the framing -members exceed l9% moisture content 702.1 :Moisture content:shall be checked prior to finish material being applied per CGC-4 505 3 orwireless rain sensorwhich connects orcommunicates with the controller(s). •` :. i• I• STS" ,'. 2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (In units of product, less packaging, GExhaust fans w ish.areENERY STAR compiiantand-ducted't0 terminate outside the • building.shall'be rovided in eve rybathroom per CGC 4.5061 . . ,� . ' .�F • and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 17, -Heating-and air-conditioning system shall be sized,. designed and have their equipment ' • -selected using is -following methods , • ' . lt' .Heat loss/heat gain values in accordance with ANSI/ACCA 2 Manual J-2004 or " . equivalent, - 2. - Duct:systems are sized according.to.ANSI/ACCA 1•,. Manual D-2009 or equivalent, • . 3 ' Select'heating and'cooiing-equipment in accordance with ANSI/ACCA-3,.Manual' S=2004 or equivalent . , - 1 X S- r y - r ti X A JS -� . HVAC* system installers shall' be trained and certified• in the -proper installation of HVAC .• 'systems and equipment'by a recognized. training or certification -program per CSC 702 1 ' . I -' - . Page 2 of 3 • ' 20 3rnl$ Call o f Gr een ButIdine Coda (CGC) Checklist For Resldentiai ' Features or Measures �continuedi • Upon requdst, verification ofcom .trance with this code -may -Include• A , construction. , documentsi plans, specifications, builder or installer• certification, inspection reports, or ` ' other•methads:acceptable to the"building de art a t/ . . g p m nt.which will . .conformance - • . .i '' 1. , I ' . . j I • . . * . � . I I - . i• . .j .. . ' . • • . .r. _ _, . I . : .. r ,r 1. •�. . r •a. . ' ,a n-- �°• •..t.4LlO.r. n..a..s.I."iN.L.rd.i..r � .. ... _ ... -... a' •.. ra,••.. •..,. '.. •�! I .. , . ... r � ..•ca � .a�..o•. u u s.,r;.;.<:a .LCL ., u , '. � .: �...« a.. ; ... ' .;... ,. ..',. .-� - - ' - .r•e•F,ba..,.u•.-.,. r,.lC.•-..v->Wa..aeY...u.•a.-' .w +t.Ll.. _s-. it.ILaL%1 L:idn..L..t- tid,+L w••Yzi1...u.-..�`+w.bwLf maJ..w.J.l.Ya.ss r - - �y:..crsalJl�i LWIdi7W1 J(obuI -S+S't-�..�..t r.1j.�.�. +.+ 'se. hW�iL�. �o.+.�.3-_.s__�'srr,+ii1 .mal. .." ,r". +'•y?V :l. ,x-.� N.` -L rl,. ..7[51.1:. ..Jl".fiY' Y. a•.i(.,:.,ri,,.E.Y� ...,Yt+•.!••n rlu•J.� ....aWk...W.-..u.,..:i9..ywu_uar„-_- .F_>Le..r-tw..e.,r�-<+ay.i.rLeU _ J�.,itstie•lvl. �- •- - w - _ _ '...•' sw: .... L',_•G:a.L - ._ ..---•-+--.• .�`"f"'-... • .. .. -. �-... -.. ••�.•••: _ ,. .. - .. _ _,. .__.- _ ` -. - ..-. ..-. - .. ',i_ .' ' iilir a+w:5� ri13 -. .. • I . t . • � • • • • r- \ 4 0. -- t - . - .. , . -. - _ ._ _. .. - .-......- _r--....,-.-.. r..._ __ e 1 • 'I I. ' . r '• - ...---•- _. ___ . ; _- - . , i i o o a . j : - "' _ 64ZGreen, 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES -�Y °" i ' . '° t • ._ _ , .. _.: _. . :� ; 4 ® 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES I n m '` - 1.�t _ (Includes significant changes from 2010 CALGREEN) *6,`JTTE 1, ' ` ;fix: . (Includes significant changes from 2010 CALGREEN) �`°r '� ` . . , • 2013 CALGREEN CODE • . ``. 11. , .,, • ' • 1 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN �; - -. . .. I mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. . .. REVISED: Modifies "residential building" to include "low-rise residential buildings" and "high-rise residential buildings' . ' . _, , I .. ., . • .. . ' . ' one- or two -faintly dwellings or townhouses. 4.408.1 . $_ I' . i NEW: Clarifies that mandato measures in Chapter apply to additions or alterations of residential buildings and specifies that mandatory P PP Y r g , . alterations NEW: Adds a note directing code users to review Civil Code, Section 1101.1 at seq., regarding mandatory replacement of non-compilant plumbing fixtures. • I ' CALGreen a apply either low-rise ohigh-rise NEW: Clarifies that CALG may pp y r residential buildings or both. 'I j .. '-. • respectively. ' . 4.106.2 Retention During Projects which disturb less than one acre of sop and are not part of a larger common plan of developmerit shall manage storm water . drainage during construction. . • NO CHANGE FROM 2010 CALGREEN . ' r _' .. , I I ' . . . ` , . • , • , , , - . . ' • I_ REVISED: Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-rise resldenUal/hotei/motel . . ' 5.201.1 REVISED: Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those 0 - - I ' , . . . . , , ' 1 ,. u . i 1 4.303.1.2 Udnals:50.6gallflush 4.303.1 Plumbing Fixtures - . , i 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by a single - - - " 4.303.1.4!1 Residenflal Lavatory Faucets: 51.5 gpm @ 60 psi •,1 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residentinl Buildings: 5 0.5 gpm @ s0 psi REVISED: Compliance rate of resilient flooring Is Increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient 4.303,1.4.3 Metering Faucets:!; 0.25 gallons per cycle ;• , , 4.303.1.4:4 Kitchen Faucets: 51.6 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm A - , I ' ' REVISED. Specifies that plumbing fixtures and fltfings shall be Installed In accordance with the California Plum6ing Code. . . 2013 CALGREEN CODE ' 2013 CALGREEN CODE • SECTION • Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN State -re ulated 101..1 9 • e o tee to include ALL low-rise, high-rise, REVISED: ands the scope f CALGreen I rl h h rise and otell o s o Group occupancy. REVI .Exp p g h m tel building f p R buUdings mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. .• . NEW: Relocates all definitions to Chapter 2. Other chapters Include only defined terms and a reference to Chapter 2. REVISED: Modifies "residential building" to include "low-rise residential buildings" and "high-rise residential buildings' 202 Definitions REVISED: Clarkes "low-rise residential building•'ss a Group R occupancy that is 3 stories or less and deletes reference to as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the one- or two -faintly dwellings or townhouses. 4.408.1 NEW: Defines 'high-rise residential building' as a Group R occupancy that is 4 stories or greater in helghL NEW: Clarifies that mandato measures in Chapter apply to additions or alterations of residential buildings and specifies that mandatory P PP Y r g 301.1.1 Additions and requirements only apply to the specific area of the addition cralteratlon. alterations NEW: Adds a note directing code users to review Civil Code, Section 1101.1 at seq., regarding mandatory replacement of non-compilant plumbing fixtures. • Low -Rise and High -Rise CALGreen a apply either low-rise ohigh-rise NEW: Clarifies that CALG may pp y r residential buildings or both. 301.2 Residential NEW: New "banners" (LR] and (HR+] as Identifying provisions applying only to low-rise or high-rise residential structures, Buildings 1 respectively. . . Storm Water Drainage and • • NO CHANGE FROM 2010 CALGREEN 4.106.2 Retention During Projects which disturb less than one acre of sop and are not part of a larger common plan of developmerit shall manage storm water Construction drainage during construction. , � NO CHANGE FROM 2010 CALGREEN 4.108.3 Grading and Paving Construction plans shall Indicate how the site grading or drainage system will manage all surface water flows to keep water from entering Waste Stream buildings. r All carpet installed in the building Interior shall meet the testing and product requirements of one of the following: NEW EXCEPTION: Revision provides an exception for additions and alterations not altering the drainage ath. NEW: Adds Section 4.408,4.1 to acknowledge a high-rise residential compliance alternative. REVISED: Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-rise resldenUal/hotei/motel . 4.201.1/ Scope Section 5.201.1) are now In both residential and nonresidential chapters of CALGreen. ( P - 5.201.1 REVISED: Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those 0 Codec e ' b the 2013 CaliforniaEnergy ori reference d required y 9Y i n ate updated from 2010 to 2013]. Operation and REVISED: 20% reduction of water use are now prescriptively designated within CALGREEN text 3 - NSF/ANSI 140 at the Gold level REPEALED: Prescriptive and performance methodology, Tables 4.303.1 and 4.303:2. covers 10 specific subject areas shall be placed in the building. NEW: Plumbing fixtures and fittings shall comply with the following: I 1 e P 4.303.1.1 Waters Closets: 51.28 gal/flush WaterConserving 4.303.1.2 Udnals:50.6gallflush 4.303.1 Plumbing Fixtures 4.303.1.3.1 Single Showerheads: 52.0 gpm @ 80 psi and FifUngs 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads and/or other shower outlets controlled by a single 4.503.1 valve shall not exceed 2.0 gpm @ 80 psi or only one shower outlet Is to be in operation at a time U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable 4.303.1.4!1 Residenflal Lavatory Faucets: 51.5 gpm @ 60 psi 1, 1 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residentinl Buildings: 5 0.5 gpm @ s0 psi REVISED: Compliance rate of resilient flooring Is Increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient 4.303,1.4.3 Metering Faucets:!; 0.25 gallons per cycle NO CHANGE FROM 2010 CALGREEN • 4.303.1.4:4 Kitchen Faucets: 51.6 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating REVISED. Specifies that plumbing fixtures and fltfings shall be Installed In accordance with the California Plum6ing Code. Protection of Standards for REVISED: Relocates provisions for multiple showerheads to Section 4.303.1.3.2. 4.303.2 Plumbing• Fixtures 2- Products compliantwl th CHPSciiteria certified underthe Greenguard rd Children & Schools program. Equipment During and Fittings REPEALED: Table 4.303 "Standards for Plumbing Fixtures and Fixture Fittings." Code users are directed, in Section 4.303.2, Construction System Design to the California Plumbing Code for applicable reference standards. D NO CHANGE FROM 2010 CALGREEN . • • • • DP•- - ' Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or NO CHANGE FROM 2010 CALGREEN regional alr pollution or air quality management district rules apply: Automatic irrigation system controllers for landscaping provided by the builder and Installed at the Ume of final Inspection shell comply with - . - Irrigation the following: 4.304.1 Controllers 1- Controllers shall be weather -or soil molsture-based controllers that automatically adjust Irrigation in response to changes in plant Adhesives, Sealants Tables 4.604.1 or 4.5042, as applicable. Such products shell also comply with Rule 1168 prohibition on the use of certain toxic watering needs as weather or sop conditions change. and Caulks compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), exceptfor aerosol 2 - Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired 702.1 products as specified in Subsection 2 below. P P orwireless rain sensorwhich connects orcommunicates with the controller(s). 2013 CALGREEN CODE ' Effective January 1, 2014 • SECTION • MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN •F-9=MM! •• - • n - 1 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN REVISED: Specifies the areas needing rodent proofing are sotelbottom plates. 4.406.1 at erior walls shall be closed i cement Rodent Proofing Annular spaces around pipes, electric cables, conduits, or other openings in solelbottom platesM w th , mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. NO CHANGE FROM 2010 CALGREEN NO CHANGE FROM 2010 CALGREEN Recycle and/or salvage for reuse a minimum of 50% of the nonhazardous construction and demolition waste in accordance with either 4.504.2.2 Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the Construction Waste Documentation is required per Section 4.408.5. 4.408.1 Reduction of at least Exceptions: 1 - Excavated soil and land -clearing debris. 5D°/a 0 o Ge facilities capable o 2 - Altercate waste reduction methods developed by working with local enforcing agencies ff diversion r racy f p I f coating, based on Its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control compliance with this item do not exist or are not located reasonably close to the jobsitd. Moisture Content of 3 -The enforcing agency may make exceptions to the requirements of this section when Isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 Construction Waste NO CHANGE FROM 2010 CALGREEN Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC In Section 94522(a)(3) and other requirements, including Management Plan shall be avaiable for examination during construction. 4.408.3 Waste Management NO CHANGE FROM 2010 CALGREEN Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted Regulations, Title 17, commencingwith Section 94520; and in areas under the jurfsdlcUon of the Bay Area Air Quality Management District shall Company construction and demolition waste materials meet the requirements in Section 4.408.1. , � 4.408.4 Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4.408.4 Waste Stream 4 pounds per square -foot of the building area. - All carpet installed in the building Interior shall meet the testing and product requirements of one of the following: Reduction NEW: Adds Section 4.408,4.1 to acknowledge a high-rise residential compliance alternative. 4.408,4.1 Alternative 4.408.4.1 (HR+] Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Voiagle Organic Chemical Emissions from 2 pounds per square -foot of the building area. ' 4.410.1 Operation and NO CHANGE FROM 2010 CALGREEN At the time of final Inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which 3 - NSF/ANSI 140 at the Gold level Maintenance Manual covers 10 specific subject areas shall be placed in the building. D e P l % O CHANGE FROM 2010 CALGREEN N H F 21 All carpet cushion installed in the building Interior shall meetthe requirements of the Carpet and Rug InsUtute's Green Label Program. 4.504.3.2 Any installed gas fireplace shall be a direct -vent sealed-combus0on type. Any installed woodstove or pellet stove shall comply with 4.503.1 General U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable ' M M 1, 1 local ordinances. ' REVISED: Compliance rate of resilient flooring Is Increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient Covering a Duct Openings and NO CHANGE FROM 2010 CALGREEN • flooring measures. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating 4.504.1 Protection of equipment, all ductand otherrelated airintake and distribution component openings shali'be covered. Tape, plastic, sheetmetal I `, Mechanical or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be used. 2- Products compliantwl th CHPSciiteria certified underthe Greenguard rd Children & Schools program. Equipment During . • Construction System Design 4- Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic .; NO CHANGE FROM 2010 CALGREEN . . Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent local or Specification 01350.) regional alr pollution or air quality management district rules apply: NO CHANGE FROM 2010 CALGREEN FOR 4.604.5. Referenced Table 4.604.5 has been revised to delete obsolete compliance dates. - . - 1 -Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall complywlth local or regional air , I 68 VOC limits as n pollution control or air quality management district rotes where applicable, or SCAQMD Rule 11 show in shall meet the requirements forformaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood Adhesives, Sealants Tables 4.604.1 or 4.5042, as applicable. Such products shell also comply with Rule 1168 prohibition on the use of certain toxic 4.504.21 and Caulks compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), exceptfor aerosol Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. 702.1 products as specified in Subsection 2 below. P P "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, 2 - Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (In units of product, less packaging, . , . which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards , . . and other requirements, including prohibitions on use of certain toxic compounds, of the California Code of Regulations, Title 17, ' , commencing with Section 94507. ....s .,Ii # . as ! N•�• � , F i ... _ • . ' -• � •.. • . . :W4 . . A ' r .. l.. . .Pq • .�_,. ::.,., . , . . .. % • P r: -' .. •,; '-, . �. '• , • ` . . . . . _ .N:I ': Fr '. .. 4. . . �,,kz* . .- . . , .. . s^ .i.. "t t. . •`r£ • ' ;• A. N�. • - -I -I ' . . - . . I I . . -%2N34'. .., .,..! * - . • .,. . . . 11 .. • .' .' . 11 ... . -) f (f ' + .. PAGE 1 PAGE 2 _ ' • L, „) 1 . . ,.a f • . . f• • • ' C -, ' ... _ . .� _.. -•--. PifAliTml�VanrGUDii-17,-907Cmi..&owa .VPvn---f'C..' , , ,. '''` . . . �• „ I I I. • .- I d nqV . • - - ° © 2013 CALGREEN RESIDENTIAL MANDATORY MEASURES 1m °" - r �% •'' ,, .. �64Z.,Greell. 2013 CALGREEN -RESIDENTIAL MANDATORY MEASURES 1,;�;,��m D' 'MZG- t' ' _ (includes significant changes from 2010 CALGREEN) . I t w - (includes significant changes from 2010 CALGREEN) �5 I • , • Y • ,. h 4-1- •. • r .., SECTION MEA5URES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN ., R • P e • • , NO CHANGE FROM 2010 CALGREEN . 4.504.2.2 Paints and Coatings as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the . r 4. . . coating, based on Its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control 4.505.3 Moisture Content of . Building Materials , -..# "• 1 ' Aerosol Paints and Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC In Section 94522(a)(3) and other requirements, including 4.504.'2.3 I Coatings prohibitions on use of certain toxic compounds and ozone depleting substances in Section 94522 c 2 n(d)(2) Californiaa Code of P OO and (i( ) of the Califo y Regulations, Title 17, commencingwith Section 94520; and in areas under the jurfsdlcUon of the Bay Area Air Quality Management District shall Y • . , � NO CHANGE FROM 2010 CALGREEN All carpet installed in the building Interior shall meet the testing and product requirements of one of the following: . 1 - Carpet and Rug Institute's Green Label Plus Program 4.504.3 Carpet Systems 2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Voiagle Organic Chemical Emissions from . L- - Indoor Sources Using Environmental Chambers; Version 1.1, February 2010 (also known as Specification 01350.) 1 Bathroom Exhaust 3 - NSF/ANSI 140 at the Gold level Fans 4 - Scientific Certifications Systems IndoorAdvantage7m Gold 4.504.3.1 , % All carpet cushion installed in the building Interior shall meetthe requirements of the Carpet and Rug InsUtute's Green Label Program. 4.504.3.2 Carpet Adhesive NO CHANGE FROM 2010 CALGREEN , ' M M 1, 1 Reserved REVISED: Compliance rate of resilient flooring Is Increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient flooring measures. . . . . , . I `, - I , Systems s 2- Products compliantwl th CHPSciiteria certified underthe Greenguard rd Children & Schools program. 4.507.2 • .• • System Design 4- Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic .; . . Specification 01350.) , NO CHANGE FROM 2010 CALGREEN FOR 4.604.5. Referenced Table 4.604.5 has been revised to delete obsolete compliance dates. - . - , I shall meet the requirements forformaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood 4.504.5 Composite Wood Products (17 CCR 93120 et seq.), on or before the dates specified In those sections as shown In Table 4.504.5. Documentation is required per Section 4.504.6.1. I Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. 702.1 . "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, 1 ' . , . - . , . . Concrete Slab ' , P, . 702.2 " . or the California Residential Code, Chapters, respectively, shall also comply with this section. NO CHANGE FROM 2010 CALGREEN A capillary break shall be installed in compliance with at least one of the following: 703.1 > • 4.505.2.1 ' contact with concrete and a concrete mix design which will address bleeding, shrinkage end curling shall be used. For additional Y , Information, see American Concrete Institute, ACI 302.2R-06.1. u , 3 -A slab design specified by a licensed design professional. • I 1.I •r • • . r • I '' . ` .r ., . . . 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEA5URES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN 1I11 R • P e • • NO CHANGE FROM 2010 CALGREEN Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, 4.504.2.2 Paints and Coatings as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed In Table 4.504.3 shall be determined by classifying the coating as Flat, Nonflat, or Nonflat-High Gloss coating, based on Its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control 4.505.3 Moisture Content of Measure, and the corresponding Flat, Nonflak or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. Building Materials NO CHANGE FR M 010 O 2 CALGREEN Aerosol Paints and Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC In Section 94522(a)(3) and other requirements, including 4.504.'2.3 I Coatings prohibitions on use of certain toxic compounds and ozone depleting substances in Section 94522 c 2 n(d)(2) Californiaa Code of P OO and (i( ) of the Califo Regulations, Title 17, commencingwith Section 94520; and in areas under the jurfsdlcUon of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. NO CHANGE FROM 2010 CALGREEN All carpet installed in the building Interior shall meet the testing and product requirements of one of the following: . 1 - Carpet and Rug Institute's Green Label Plus Program 4.504.3 Carpet Systems 2 - California Department of Public Health, "Standard Method for the Testing and Evaluation of Voiagle Organic Chemical Emissions from Indoor Sources Using Environmental Chambers; Version 1.1, February 2010 (also known as Specification 01350.) 4.506.1 Bathroom Exhaust 3 - NSF/ANSI 140 at the Gold level Fans 4 - Scientific Certifications Systems IndoorAdvantage7m Gold 4.504.3.1 Carpet Cushion NO CHANGE FROM 2010 CALGREEN All carpet cushion installed in the building Interior shall meetthe requirements of the Carpet and Rug InsUtute's Green Label Program. 4.504.3.2 Carpet Adhesive NO CHANGE FROM 2010 CALGREEN All carpet adhesives shall most the requirements of Table 4.504.1. 4.507.1 Reserved REVISED: Compliance rate of resilient flooring Is Increased from 50% to 80%. Related changes are made for Tier 1 and Tier 2 resilient flooring measures. Where resilient flooring is installed, at least 80°/D of floor area receiving resilient flooring shall comply with one or more of the following: Resilient Flooring 1- VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Products Database, 4.504.4 Systems s 2- Products compliantwl th CHPSciiteria certified underthe Greenguard rd Children & Schools program. 4.507.2 Conditioning 3 - Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program, System Design 4- Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic .; Chemical Emissions from Indoor Sources Using Environmental Chambers; Version 1.1, February 2010 (also known as Specification 01350.) NO CHANGE FROM 2010 CALGREEN FOR 4.604.5. Referenced Table 4.604.5 has been revised to delete obsolete compliance dates. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements forformaldehyde as specified in the Air Resources Board's Air Toxics Control Measure for Composite Wood 4.504.5 Composite Wood Products (17 CCR 93120 et seq.), on or before the dates specified In those sections as shown In Table 4.504.5. Documentation is required per Section 4.504.6.1. I Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. 702.1 Installer Training "Composite wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated Umber, prefabricated wood hoists, or finger -jointed lumber, all as specified in CCR, Title 17, Section 93120.1(a). i' Concrete Slab NO CHANGE FROM 2010 CALGREEN 4.505.2 Foundations Concrete slab foundations or concrete slab -on -ground floors required to have a vapor retarder by the California Building Code, Chapter 19, 702.2 Special Inspection or the California Residential Code, Chapters, respectively, shall also comply with this section. NO CHANGE FROM 2010 CALGREEN A capillary break shall be installed in compliance with at least one of the following: 703.1 Documentation 1-A 4 -inch (101.6 mm) thick base of 1/2 -Inch (12.7 mm) or larger clean aggregate shall bs provided with a vapor retarder In direct . 4.505.2.1 Capillary Break contact with concrete and a concrete mix design which will address bleeding, shrinkage end curling shall be used. For additional Information, see American Concrete Institute, ACI 302.2R-06.1. 2 - Other equivalent methods approved by the enforcing agency. • 3 -A slab design specified by a licensed design professional. .. - I '� --I'-.--- ___ ,..-,.-, __ '� ­ . - - - _,_ __ - -- - ­-- - Y•,r-r"r--......__,I.w.w!.. __. J-1r_•4ir••f^-'---.r^'.r..'.4rw ,,,, I I I I I I I 1 I r i I I i 4 1 N C 1 I a i it k d Ir h a I n 4 a d it 2013 CALGREEN CODE Effective January 1, 2014 SECTION MEASURES 2013 CALGREEN REQUIREMENTS AND CHANGES FROM 2010 CALGREEN NO CHANGE FROM 2010 CALGREEN ' Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19% moisture content Moisture content shall be verified in compliance with the following: 1- Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8. 4.505.3 Moisture Content of 2 - Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade -stamped end of each place to be Building Materials vedfled. 3 -At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing . agency provided at the time of approval to enclose the wap and floor framing, insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' drying recommendations shall be followed forwet applied insulation products priorto enclosure. NO CHANGE FROM 2010 CALGREEN . Each bathroom shall be • mechanically ventilated and shall comply with the following: 1- Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2 - Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. 4.506.1 Bathroom Exhaust a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than 50% to a Fans maximum of 80%. b) A humidity control may be a separate component to the exhaust fan and is not required to be Integral or built-in. Note: For CALGreen a "bathroom" is a room which contains a bathtub, shower, or tub/shower combination. Fans are required in each bathroom. 4.507.1 Reserved REPEALED: Section 4.507.1 Openings (for whole house fans) has been repealed. There Is no substitute language. • NO CHANGE FROM 2010 CALGREEN Heating and air conditioning systems shall be sized designed, and equipment selected usin the following methods: s. 1 -The heat loss and heatgain is established according to ANSVACCA 2 Manual J -2004 (Residential Load Calculation), ASHRAE Heating and Air handbooks or other equivalent design software or methods. 4.507.2 Conditioning 2 - Duct systems are sized according to ANSVACCA 1 Manual D -2009 (Residential Duct Systems), ASHRAE handbooks or other System Design equivalent design software or methods. . 3 - Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2004 (Residential Equipment Selection) or other equivalent design software or methods. . Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. ' e - P • , , • P • • NO CHANGE FROM 2010 CALGREEN HVAC system installers shall be trained and certified In the proper Installation of HVAC systems and equipment by a recognized training or certification program. Examples of acceptable HVAC training and certification programs Include but are not limited to the following: 702.1 Installer Training 1 - State certified apprenticeship programs. 2- Public utility training programs. 3 - Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4 - Programs sponsored by manufacturing organizations. 5 - Other programs acceptable to the enforcing agency. . 702.2 Special Inspection NO CHANGE FROM 2010 CALGREEN Special Inspectors must be qualified and able to demonstrate competence to the enforcing agency to the discipline In which they are inspecting. NO CHANGE FROM 2010 CALGREEN ' 703.1 Documentation Documentation of compliance shall Include, but Is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verify compliance are specified in appropriate sections of CALGreen. , • it��; _ 6 ` V '' -ice �' j • :. .. U 0 :. 1 ® . .� N D moi/ / 03 . _R I . �� . .t.i 111--N. . . ��TT��. :\ "ri.' r . c Fit IT,n �� • - • . • 1 1 r: A . r • ' ,� - h • . t. •' . . . 0 . .. . .. .I . . �1.� 2 .. ``.L • 47 }� 41)�1� - ,, . \,. \, .... . ... , i � . N Acknowledgement: This document is an updated version of an odginal'cheeklist prepared by the California Building Industry Association for summarizing the 2010 CACGreart's �t✓iNED - ' ; �•+ .jI "• • II mandatory measures for low-rise residential structures. This checklist Includes CALGreen provisions effective January 1, 2014, covering ail residential buildings and nolatfofld fbr" Y v • I sections revised or updated for the 2013 CALGreen. ("t�l"� CODE COMPLIANCE Note: This document is only a summary of the mandatory measures in the 2013 CALGreen. Users should refer to the most recent version of the 2013 CALGreen code for additional _ ' detalisand complete requirements. CCC 1 Zit LUII PAGES I a PAGE 4 t. TRS ANO ASSOCIATE;; , M . • ♦ I J ,, ' .� - -i -_moi/-i//.� ��-//// /.� J.t : X_njn� ;% {` _ _ -: - --..-.- . . .���///,jjj. 1 I Paga3 Dill r , .� r;•. •PMD: ,t• .A. FP'ky.•-rh�„rr,;.r•n�7.,.rf,re+ .. <rrdrr"* i7n. �i ,�,.,. ,. rj � * 4 - • - 1 ,1 -'flr:,l.'"• IIY"f,r'. YF _.iA-11Jid.?A Yl IHiI LRn Mt•:11W1}r1R11nf9r71L' '-,•,Y f..1 r' --.•,_,••d v, -.r r.J ,tr.v ..y.. .nn .,y.(�•: +,...,.,• ., ,. '7+14 •, " ♦• '1 " ri,.1 • • •.+r,.r. _ - , .. , r' I,r_. • I • . r.T ' -•"rr ., -l..a - } .:�!4?1M. , • • i 1. • • • r t , ' "�'[I—, I^' t r, JF.,}q, . n , r1•I 1+ 'l! Ib y. "r"r"n•i, ., ' r" , . .. _. _ ... _._.._.--.---_-.._.......-- --..........- .. .....- --- ..-. . t__/ .__ .......-_.. .\J . _... .... --- -' --------- - 1 _- - - _. _ - _ _ _ -- - ..._. ---1 ----._ r I.;.. -ALLHEATING"V IGNIN�§A V EERHEATING 1. FLECTRIOALINST-ALIAT-1plillf SHALL PE IN ACCO 'H T+IE-MOST-.. 4 i . AMN � I] RDANC Wl ENTILATINGII AIR U NO -U 9 tANCE M01TOTHE OAUFI� IA ."M OP ,§,TRF J'" PLIC" �A % too, A fi-THESTA-T V.- ET, ALLII.F.`-", Ilk . I - T _ __ 9 - ..t . `4 A ' '* 'b'' "" , THE -A L 'NSIONSA.x4ra TE 0 E . 1i - -Vt :OA -g CIENCY.8"TANDAkDS-AN ALL -:Bt -"C 3-01 -NTIR CONDITIONS AN M *'WPIRN -T -T . . �,p� Met -D. . . . P ��'; 1, 1 ENERVOOMMISION.' JT i V -13UPERCPDE--4dAj�EP 41 , . SHALL t 5 AND ALL, '.LVERIFY, POWER-AND-PRONFISERVICES AT. Tm .6 SH4, AJH _§V,,PRLEM -TARY-HRAT GE CON: -RACI LECTR PA I -i4�".TALLAI;lGh*;O.'ik�**;*U'� OWN-VOW0 U RMONT006 rit. GEJULN L, F T, WHIP" T1 N0.4p fHALL C NFPRMPT�.. LIT. dli4HERMOOTA -PPNTRO4 ICES in POUQLAS FIR V9. !:.PA- 1. ELECRTICAL WNT 4 A TWO STAI J""' T'i f f. LL COM04 ­$' I .2,*ik t,,#tqt . ;.4 r o AkM N fttgo FOi 'S -ki FIBERGLA -P 'HEAT �,.OM HAlRG! '�,C 3- -TIJ9 T -X 0 H6SE!­' LLING BE '61 _­ 'TI St -T-) 08-:4NOULATION. - ' - - t --EX L EdS q _PTT P PYIST 0 ,PNTRO S� 0. RM 2 K ITHAUTOMA .412 XTERIQR:P9OR8-,`8O0D CPH 3. ALECTRICAL CONTTRAbTOR SHALLN?P,PUREAND PAY FOR A" PERMITS, H I . . -0 t 'AP THAT RtQUIRr=s:.PRA NTATIVE MAINTENgNCP--'TO MAINTAIN Ek ING'" "SP -C. -l.- 4`;dWAPLOW PM1 WFAT OT Lidk$ SitTC. -REQUfkED' TO.' 4. SCHF-01L CqM ETE N , r D TH I PPERATIli r.. � _ Alp §_4MY C . .... IL .1 A.I.-MWFU01. O�VPTICALS.TQ` W -v gAT-f.i9RPRdOF AND.G.F.C.I. toT TRIJ - VON.- iiIJE Iik R Ri Wk MMAI TENENCE INFOfWAT t :ELMPTI 'OR.OHALL PRqVIDE-ALL LABOR, 9QUIPTME RICAL.�ONTRAC`f V .;.T cirgan wriNACES, GAS Fl fl.. -TYPE WALL [PR:WALLS..1/r GYPi PP.- Tki wo' _L -'NTgC 01PE FORM R E_ NOT ypF. R 1) AN 0 U_ TO �P -A -IL:.,. _T1 N .A 41 . . -I' Lt. L 1 5. A" GAS FIRED FA - .:' �AAIQN E"IN -A P 'AA, P:q.qult TIME - V FOR N :13 00ORS PRE UNP,.If%� P.N.O.- A --_410ENT ci NTER 0 �,.RNAC A?. r I.MTOWTEWIGNIT16N rZ fibN RO MR. d6 4AN COMPLE V- A DOVICE' J. A�l4 FAN SYSTEMS EXHAUSTIN TE P _ICAL1 JONED 1, THIS%$ 'TJL1dPbA NIS Q 'SIDIf j il� R. T IF *'.MENT S G 'A T H pT S. )0 P.R PRD CTRIM `.00N 6Vi P. ICA.L0 T A14 IN RFCE T A WN tRAdTO)�6HALJL-#R Pil"t-0* RING WITTKBA4 DRAFtfDAMPERS. F 2. 1U IN-MIN05Z f..I?4qIiE8 TO BENE. F D- Y. Eft. CO A3 PLENUM -LT BE'fDUCT, I T FIT$ NO pLE TiOCAL. MATERMLS SHALL.p T 8 ALLf"t-`1140 AT9p.TO CO]WFORM:1rM..-_-"4,;-0P ...E N THE AL SO 'M '67 'At SENSIbIVE TAP!! OR - 10*-' I W&H: E A' 3i _X K. ANIP AIR DUCTS W1 I" INSULAT .0 A RUNDE 1 -F-P`A 0; 1 _L1L ET THAW _RWRIT RS ES*.� N KA !'ME 9 RE RE N. i. AS OR AEO LOU, T -00"T A '#!.Z 0.4'44J 4A 'WA WNEtS WW..PgP W1-1N*-'o,'0!-dF- )ii�114 9ft9V911 STANDAR (3 '11991411511. Ill. 'ALL V*Lf ATERIA.P§�.9114 5 -ALL HPt LABEL,.: Th U 'R�Y FARN19HPP.eBY OR BORIE R* IS. -REQUIRED CLIMAT ANP 16. ALL GM. DING'AND I Y EXCAVATINP_:T-0.-I3EDPNF.13 ALIONPPD: C A VAP AM REQUIRED."'' 1130 ',BHA M P 0 1 PPRT A&L.M WSANDSU 0, OP LL, d MEDIUM INFILTRAM, I- H - o, 1 41, Ell . ...... J. A "A STEO 13Y, FT A6 MYSEP POO ' ' ALL Ul N KfJOCKOJJ­SLM R UOT.-BrE.PLUGOED. IfIC11=0 U .0 Aku� TURED. ..,PER F E qIl 00=0-130xes 80600 A. L PE %T Wid N. V _9N ALL 'AW Pid, -T. I QNREQU 9' (A A r FIXTUR 'go -E N ..,.W ODS1 I EST MT. LA L 6. PUIVIIHO. T M -4, _-J&.- ALLY LdiWikOiN6�' Ii P �,�A' W 010-1,141.0 DI N -,A . S. e 1EF1VIGF;ENT9AN_.fE;.GK( UNiR.J.0,10044.v; RET1WOU -.BE -_01 AED. b GROUNPING.,PF LECTRICAL fR -ALL 0�4 QT1 10 A CONTINUO A 1� - M.9 v: A"ALL .01dLLY .,RAT -OFTH Zi; - , M -EACH FULL.flii- A MINIUM F E CoOAL OR' N f 4 ''OZOAA -A I I., STOR W, L 1Ar*0MOME.4N�,,0i1Wki1r= _10R.WA R. SOLAR' v AGE T NEATeRsi, N1 my -RA .4 ED. -WA 11'1��l §16J SYST M li'�HECK FINWINSTAWATION -FPR.-EL 0 ,AL .1 '.T IF. ;01HALL q; Xvwn IN. W Liy -3 -!90ARST =L -MAR. - Tpjp BAU No TR T' to q ­di�Wi6-C14ROM'E`80AP. W , . ...: j�, J - .; RM _f4 I "' ' -1 . .9, . VVin NO ROLDE to I, L & PLUMBING fffitff.' 4. "A TUO-AND SWOWER.J4, IRP ESONA14 'P'APIM.� IR % -WITH;- ..OF La., 3AT .. .. ..... -- ": 'v'-- " ­ 4 '! ­ -1 EM�. t TO THE WA t ift- 64 12. -THE FIVE:'01. -.PR.,A MINRAUM e- ND.OU A. P -A -0 A "'WU UM I R&W-2�041' -SHAL062 N LAT_,'.0'­ VIV Lq "A' E SING!,A, -flf I'A I� �-L,WORMPP 9Q. AM1-.0OND._1M.._.."._. N V L r . -R -AR JLA OUTS PEI— _G --E ELP .-A A-T`T- '13E.---FR99-Fft9 s, E0 P 14 -P 1,5CO TKH_f YR. IEN PRKMA, SH U Who X1991INSUILATE0,1N A. I . .. ­ �f. .1 _ _.. CEP, EP).A b 00di-0--i-DEVEl W.IT c bl� 6AN Wit 4"' EMU= 1519M At FT -AC -EPTAN'l T �Lf EF `.-A4 TH 8 NO. -.*A ONTRACTOWSHAL -ALM0 -UBkIPN LUIlk :KITCKENS-AND .0 .. . ­. � k-GRNEML'-'Ll� VN tIN AIR -W VON - TILATION KNA oil ........... .. 0-ITEM0`.AT-1 AY PROV DE ATT L TO %�110 OAT= 'tr 13, i'liT. 0 L &:SHALL N N. "THROW A TH9: ANAIRES F OF AIT - ftqD'tWjk BVitoliGH 0 -0 WA;ff. I& 41HALL J f T EL IWO . 'N 4-AND.$W CET8:,8HALL.BE- jP Q�MwH:F4; ;DIR J TIFIED71 _Y A F. F, 1; AE_#..T 'A0.4 tig' it IN, NPAI-RPStAllib eo� BROLibHT-:TO -fikfA-f-T i6ij R. .71. MEP =nr- ATZOT-Mm QFY:FPU, COM:, gMENT-.0PWbAk- 4�1 J. VERIFiE CPA,. T LOCATIONS,010TAN Lo.:"S *14, 8�6 RI.i EE,�,q R EXAC IE iWolxwo Mjb -TO WEATHER L 19E FD.VWTH. 16 QQIP 11 PLUMBI]NO 06IN; T f NIA JE,' R' MENIC PROVW , STUMOIN j., , . -W . . It 24 to P Cqw.-F i, X. '* MT.' RAHA�L PR TW All P NNA.F."ORE ING:91. "INTAKS,` CIP LY T 't -IT14 M TM., TFT p �-R AtAlIRTROM T E.tDK.AWING8.-,A'D,A ACCESSIBI; ll� ge T XI'E� -H, -9 "A "11 _N Q E P.,,. 1-4 Y Wl� IJIF OUI ALL BW*DN .1 % 4A 8 9 PLUIMSI 15, MASONRY. NO FA -SHALL.q ftp W 1 144 'L ES 'rO----"ECUTE-T" AL J 3 L -A! va � ;,J, IREPLACpi _RY.BUILT F1 V)0t4AL L, 13PI1,10 IR �!T;.,, A p E um PEA. =TME .1-K NP10TIO.P.R.' ALL FO "t Rdkr L N quyr TH Ul�`13,1NO;K-A A TIG UTS _p5r H; -A Of ITTO li. 4 ANDA A 9. A ----- . . . . . . . C9 SIBLE T LL".1 C'LIJDE-ALL PV,'1NP'--FORV. E4T.10-1 7 N 4 CONOPTE SHALL HAVE -A M�i�Wl -dor-SREhm'' _W4 STRENj RE A0 -C PIN oco A iunamruwr!" ia ",_ :� 1. x I . . 1� - --� I, i,nikiik.i `­­ - I N -TR I 1 4. PLUAIJINGt __,ACTO� v W -2 KOF,i, 13T. 'tin ITEM DEXFIIPTION OF BUILDING ELEVIENTS 0 F FASMNE7tI SPAMNIGOFFAST-ENESS :. (:rl . (hhes) . - Wood ettructural panels, sublinor, kccir and'Intericir will shaanhRI4 to 1,nG an� plarticid.b.pard I..hm1hrnq tq frouning 32 Bloc.ffig llxtweenjo��Is er raft= to top place,tu, o. 113') 33 2 Ceiling joisrs to plate, toe Ila!; 3-8 X 0.� 13') 34 3 Cciling-joists not attached to parallel rafterlaps over pard- dons, face Call r7 11 4 Collor tin to rafter, facenail or . 11/.,11 x 20 gage ridge strap 3- 10d (3' x'O. 128') FAI�UX Utz; r - -0-F 4Z - - i -. - . (3 x 0-135') or 3-10d common nails (3 " X 0.148 1) 2 toe nails on one side and L toe anit on opposite side of each rafter or mists) 6 Roof millers to -ridge. villey orhiP Caftcrs: t0c nail fo- Dall % 'stapl�J6 ga.,. 4 14' long I% - I . . IV wall I - , % . . I 10d (3"x 0.123') 24" o.c.' 8 Abutting studs at intersecting wall comers. 16d (3 W x 0. 135") 1.2, O.C. 9 I/ . - Built-up header, cwo pie66; " i spacer lr7d'(8y,,"X o.f9s'J A - 10 Continued header, two pieces I 6d (31/1'x 0-135'� 16'o.c. along each edge 11 Continuous header to stud, toe nnil 4-8d (21/,." x 0. 1 ITI - 12 Double studs, face isil. lod (3 " �c 0. 128'.) 24" O.C. 13 Dcublt coo plates, face nail -'7 GE5Y L *NOTES! - 24." u.c. 14 Double top plates, minimitta 24-fnch offset. of cindjoints, -face nail in lapped area 8-16d W/2, X 0.1351 - is Soleplateto Dist orblocking,facrenall �6d(311,-X0:l355 41. ll/,l!' Sole plate tojoist arblocking at braced wall panels 7 -16d 0. 135 4 rL6 17 S Lod to Sole plane, toe nail 41 % , 7 -77 -a J 18 - Top Or sole plate to stud, end nail 2-16d (V/2" x 0.135) 19 ITOpplates, nd how c -oil 12ps at comers E�nI4�m �.Islq#qyll, �Iaceuall 'ALLftRKSHft REQUIMMENTSbOTHE 'L TJiE MINIMUM. CP,.Ur. NOrES 20 96 WREs 4 9D RMCEs v"tX 04 13') 2 staples Il," 21 1 61 sbcati to each bearing, face nail 2-8d (21/," x 0. 113') 2.31217)[CS 1314" MEET 22 ---------------- 1,, x S * sheathing to each beal face rudl ...... ioiike 23 WidLr than I I x 8"sheathing to each bearing, face nail oll lal," -7 him COD58 -AND 001 DANANCEP- 101, Roo' 3-8d'(2))2" x 0.113') 25 Mmjoist to top plate, toe nail (roofappplications al r I.;.. -ALLHEATING"V IGNIN�§A V EERHEATING 1. FLECTRIOALINST-ALIAT-1plillf SHALL PE IN ACCO 'H T+IE-MOST-.. 4 i . AMN � I] RDANC Wl ENTILATINGII AIR U NO -U 9 tANCE M01TOTHE OAUFI� IA ."M OP ,§,TRF J'" PLIC" �A % too, A fi-THESTA-T V.- ET, ALLII.F.`-", Ilk . I - T _ __ 9 - ..t . `4 A ' '* 'b'' "" , THE -A L 'NSIONSA.x4ra TE 0 E . 1i - -Vt :OA -g CIENCY.8"TANDAkDS-AN ALL -:Bt -"C 3-01 -NTIR CONDITIONS AN M *'WPIRN -T -T . . �,p� Met -D. . . . P ��'; 1, 1 ENERVOOMMISION.' JT i V -13UPERCPDE--4dAj�EP 41 , . SHALL t 5 AND ALL, '.LVERIFY, POWER-AND-PRONFISERVICES AT. Tm .6 SH4, AJH _§V,,PRLEM -TARY-HRAT GE CON: -RACI LECTR PA I -i4�".TALLAI;lGh*;O.'ik�**;*U'� OWN-VOW0 U RMONT006 rit. GEJULN L, F T, WHIP" T1 N0.4p fHALL C NFPRMPT�.. LIT. dli4HERMOOTA -PPNTRO4 ICES in POUQLAS FIR V9. !:.PA- 1. ELECRTICAL WNT 4 A TWO STAI J""' T'i f f. LL COM04 ­$' I .2,*ik t,,#tqt . ;.4 r o AkM N fttgo FOi 'S -ki FIBERGLA -P 'HEAT �,.OM HAlRG! '�,C 3- -TIJ9 T -X 0 H6SE!­' LLING BE '61 _­ 'TI St -T-) 08-:4NOULATION. - ' - - t --EX L EdS q _PTT P PYIST 0 ,PNTRO S� 0. RM 2 K ITHAUTOMA .412 XTERIQR:P9OR8-,`8O0D CPH 3. ALECTRICAL CONTTRAbTOR SHALLN?P,PUREAND PAY FOR A" PERMITS, H I . . -0 t 'AP THAT RtQUIRr=s:.PRA NTATIVE MAINTENgNCP--'TO MAINTAIN Ek ING'" "SP -C. -l.- 4`;dWAPLOW PM1 WFAT OT Lidk$ SitTC. -REQUfkED' TO.' 4. SCHF-01L CqM ETE N , r D TH I PPERATIli r.. � _ Alp §_4MY C . .... IL .1 A.I.-MWFU01. O�VPTICALS.TQ` W -v gAT-f.i9RPRdOF AND.G.F.C.I. toT TRIJ - VON.- iiIJE Iik R Ri Wk MMAI TENENCE INFOfWAT t :ELMPTI 'OR.OHALL PRqVIDE-ALL LABOR, 9QUIPTME RICAL.�ONTRAC`f V .;.T cirgan wriNACES, GAS Fl fl.. -TYPE WALL [PR:WALLS..1/r GYPi PP.- Tki wo' _L -'NTgC 01PE FORM R E_ NOT ypF. R 1) AN 0 U_ TO �P -A -IL:.,. _T1 N .A 41 . . -I' Lt. L 1 5. A" GAS FIRED FA - .:' �AAIQN E"IN -A P 'AA, P:q.qult TIME - V FOR N :13 00ORS PRE UNP,.If%� P.N.O.- A --_410ENT ci NTER 0 �,.RNAC A?. r I.MTOWTEWIGNIT16N rZ fibN RO MR. d6 4AN COMPLE V- A DOVICE' J. A�l4 FAN SYSTEMS EXHAUSTIN TE P _ICAL1 JONED 1, THIS%$ 'TJL1dPbA NIS Q 'SIDIf j il� R. T IF *'.MENT S G 'A T H pT S. )0 P.R PRD CTRIM `.00N 6Vi P. ICA.L0 T A14 IN RFCE T A WN tRAdTO)�6HALJL-#R Pil"t-0* RING WITTKBA4 DRAFtfDAMPERS. F 2. 1U IN-MIN05Z f..I?4qIiE8 TO BENE. F D- Y. Eft. CO A3 PLENUM -LT BE'fDUCT, I T FIT$ NO pLE TiOCAL. MATERMLS SHALL.p T 8 ALLf"t-`1140 AT9p.TO CO]WFORM:1rM..-_-"4,;-0P ...E N THE AL SO 'M '67 'At SENSIbIVE TAP!! OR - 10*-' I W&H: E A' 3i _X K. ANIP AIR DUCTS W1 I" INSULAT .0 A RUNDE 1 -F-P`A 0; 1 _L1L ET THAW _RWRIT RS ES*.� N KA !'ME 9 RE RE N. i. AS OR AEO LOU, T -00"T A '#!.Z 0.4'44J 4A 'WA WNEtS WW..PgP W1-1N*-'o,'0!-dF- )ii�114 9ft9V911 STANDAR (3 '11991411511. Ill. 'ALL V*Lf ATERIA.P§�.9114 5 -ALL HPt LABEL,.: Th U 'R�Y FARN19HPP.eBY OR BORIE R* IS. -REQUIRED CLIMAT ANP 16. ALL GM. DING'AND I Y EXCAVATINP_:T-0.-I3EDPNF.13 ALIONPPD: C A VAP AM REQUIRED."'' 1130 ',BHA M P 0 1 PPRT A&L.M WSANDSU 0, OP LL, d MEDIUM INFILTRAM, I- H - o, 1 41, Ell . ...... J. A "A STEO 13Y, FT A6 MYSEP POO ' ' ALL Ul N KfJOCKOJJ­SLM R UOT.-BrE.PLUGOED. IfIC11=0 U .0 Aku� TURED. ..,PER F E qIl 00=0-130xes 80600 A. L PE %T Wid N. V _9N ALL 'AW Pid, -T. I QNREQU 9' (A A r FIXTUR 'go -E N ..,.W ODS1 I EST MT. LA L 6. PUIVIIHO. T M -4, _-J&.- ALLY LdiWikOiN6�' Ii P �,�A' W 010-1,141.0 DI N -,A . S. e 1EF1VIGF;ENT9AN_.fE;.GK( UNiR.J.0,10044.v; RET1WOU -.BE -_01 AED. b GROUNPING.,PF LECTRICAL fR -ALL 0�4 QT1 10 A CONTINUO A 1� - M.9 v: A"ALL .01dLLY .,RAT -OFTH Zi; - , M -EACH FULL.flii- A MINIUM F E CoOAL OR' N f 4 ''OZOAA -A I I., STOR W, L 1Ar*0MOME.4N�,,0i1Wki1r= _10R.WA R. SOLAR' v AGE T NEATeRsi, N1 my -RA .4 ED. -WA 11'1��l §16J SYST M li'�HECK FINWINSTAWATION -FPR.-EL 0 ,AL .1 '.T IF. ;01HALL q; Xvwn IN. W Liy -3 -!90ARST =L -MAR. - Tpjp BAU No TR T' to q ­di�Wi6-C14ROM'E`80AP. W , . ...: j�, J - .; RM _f4 I "' ' -1 . .9, . VVin NO ROLDE to I, L & PLUMBING fffitff.' 4. "A TUO-AND SWOWER.J4, IRP ESONA14 'P'APIM.� IR % -WITH;- ..OF La., 3AT .. .. ..... -- ": 'v'-- " ­ 4 '! ­ -1 EM�. t TO THE WA t ift- 64 12. -THE FIVE:'01. -.PR.,A MINRAUM e- ND.OU A. P -A -0 A "'WU UM I R&W-2�041' -SHAL062 N LAT_,'.0'­ VIV Lq "A' E SING!,A, -flf I'A I� �-L,WORMPP 9Q. AM1-.0OND._1M.._.."._. N V L r . -R -AR JLA OUTS PEI— _G --E ELP .-A A-T`T- '13E.---FR99-Fft9 s, E0 P 14 -P 1,5CO TKH_f YR. IEN PRKMA, SH U Who X1991INSUILATE0,1N A. I . .. ­ �f. .1 _ _.. CEP, EP).A b 00di-0--i-DEVEl W.IT c bl� 6AN Wit 4"' EMU= 1519M At FT -AC -EPTAN'l T �Lf EF `.-A4 TH 8 NO. -.*A ONTRACTOWSHAL -ALM0 -UBkIPN LUIlk :KITCKENS-AND .0 .. . ­. � k-GRNEML'-'Ll� VN tIN AIR -W VON - TILATION KNA oil ........... .. 0-ITEM0`.AT-1 AY PROV DE ATT L TO %�110 OAT= 'tr 13, i'liT. 0 L &:SHALL N N. "THROW A TH9: ANAIRES F OF AIT - ftqD'tWjk BVitoliGH 0 -0 WA;ff. I& 41HALL J f T EL IWO . 'N 4-AND.$W CET8:,8HALL.BE- jP Q�MwH:F4; ;DIR J TIFIED71 _Y A F. F, 1; AE_#..T 'A0.4 tig' it IN, NPAI-RPStAllib eo� BROLibHT-:TO -fikfA-f-T i6ij R. .71. MEP =nr- ATZOT-Mm QFY:FPU, COM:, gMENT-.0PWbAk- 4�1 J. VERIFiE CPA,. T LOCATIONS,010TAN Lo.:"S *14, 8�6 RI.i EE,�,q R EXAC IE iWolxwo Mjb -TO WEATHER L 19E FD.VWTH. 16 QQIP 11 PLUMBI]NO 06IN; T f NIA JE,' R' MENIC PROVW , STUMOIN j., , . -W . . It 24 to P Cqw.-F i, X. '* MT.' RAHA�L PR TW All P NNA.F."ORE ING:91. "INTAKS,` CIP LY T 't -IT14 M TM., TFT p �-R AtAlIRTROM T E.tDK.AWING8.-,A'D,A ACCESSIBI; ll� ge T XI'E� -H, -9 "A "11 _N Q E P.,,. 1-4 Y Wl� IJIF OUI ALL BW*DN .1 % 4A 8 9 PLUIMSI 15, MASONRY. NO FA -SHALL.q ftp W 1 144 'L ES 'rO----"ECUTE-T" AL J 3 L -A! va � ;,J, IREPLACpi _RY.BUILT F1 V)0t4AL L, 13PI1,10 IR �!T;.,, A p E um PEA. =TME .1-K NP10TIO.P.R.' ALL FO "t Rdkr L N quyr TH Ul�`13,1NO;K-A A TIG UTS _p5r H; -A Of ITTO li. 4 ANDA A 9. A ----- . . . . . . . C9 SIBLE T LL".1 C'LIJDE-ALL PV,'1NP'--FORV. E4T.10-1 7 N 4 CONOPTE SHALL HAVE -A M�i�Wl -dor-SREhm'' _W4 STRENj RE A0 -C PIN oco A iunamruwr!" ia ",_ :� 1. x I . . 1� - --� I, i,nikiik.i `­­ - I N -TR I 1 4. PLUAIJINGt __,ACTO� v W -2 KOF,i, 13T. 'tin ITEM DEXFIIPTION OF BUILDING ELEVIENTS 0 F FASMNE7tI SPAMNIGOFFAST-ENESS :. (:rl . (hhes) . - Wood ettructural panels, sublinor, kccir and'Intericir will shaanhRI4 to 1,nG an� plarticid.b.pard I..hm1hrnq tq frouning 32 Bloc.ffig llxtweenjo��Is er raft= to top place,tu, o. 113') 33 2 Ceiling joisrs to plate, toe Ila!; 3-8 X 0.� 13') 34 3 Cciling-joists not attached to parallel rafterlaps over pard- dons, face Call 340d 4 Collor tin to rafter, facenail or . 11/.,11 x 20 gage ridge strap 3- 10d (3' x'O. 128') 5 92ftcr or roof imss to plate. me nall (3 x 0-135') or 3-10d common nails (3 " X 0.148 1) 2 toe nails on one side and L toe anit on opposite side of each rafter or mists) 6 Roof millers to -ridge. villey orhiP Caftcrs: t0c nail fo- Dall 4-16d (31/j" x 0.135') F 3-16d (3'4- X 0.135'1 'stapl�J6 ga.,. 4 14' long wall �11.'stracltnral cellulosic .7 Built-up stads-face,nall 10d (3"x 0.123') 24" o.c.' 8 Abutting studs at intersecting wall comers. 16d (3 W x 0. 135") 1.2, O.C. 9 I/ . - Built-up header, cwo pie66; " i spacer lr7d'(8y,,"X o.f9s'J 16" o.c. along each edge - 10 Continued header, two pieces I 6d (31/1'x 0-135'� 16'o.c. along each edge 11 Continuous header to stud, toe nnil 4-8d (21/,." x 0. 1 ITI - 12 Double studs, face isil. lod (3 " �c 0. 128'.) 24" O.C. 13 Dcublt coo plates, face nail 10d (3" x 0.128') 24." u.c. 14 Double top plates, minimitta 24-fnch offset. of cindjoints, -face nail in lapped area 8-16d W/2, X 0.1351 - is Soleplateto Dist orblocking,facrenall �6d(311,-X0:l355 41. ll/,l!' Sole plate tojoist arblocking at braced wall panels 7 -16d 0. 135 16"o.c. rL6 17 S Lod to Sole plane, toe nail 3-8d (2'/," x 0.1 Q'). or :7'- 18 - Top Or sole plate to stud, end nail 2-16d (V/2" x 0.135) 19 ITOpplates, nd how c -oil 12ps at comers E�nI4�m �.Islq#qyll, �Iaceuall 2-lod (3"x 0.128') 20 1 brace to each stud end plate, face nail - v"tX 04 13') 2 staples Il," 21 1 61 sbcati to each bearing, face nail 2-8d (21/," x 0. 113') 2.31217)[CS 1314" 22 ---------------- 1,, x S * sheathing to each beal face rudl 2-8d (21/," x 0'.113') 3 staples 13/,' 23 WidLr than I I x 8"sheathing to each bearing, face nail oll lal," -7 24 Joist to sill or girder, toe nail 3-8d'(2))2" x 0.113') 25 Mmjoist to top plate, toe nail (roofappplications al 8d q��j­ X 0.1 13'� Vo.c. 26 Rim joist or blockirg to bill plate, toe nail Ed (2 VY'x 0.1131 6"o.c. 27 If` x 6" sull 6r.less to each joist, face roidl 2-8d (21/," X 0.1 ITI 2 174, 28 2" subliloortojoisr or girder, li and face nail 29 2" planks (plank & beam - floor �_, roof)l _ . 2-16d Wlz" x 0. 0 51 tat cuch bearing 30 Built-ap girders and beams. 2-inchlurnber layers 10d (3'x 0;128") Nail each Inyer as follows: 32" o.c. at top and bottom and staggered. Two neils at ends and ill each splice. 31 �adgerstdp supportingjaisrs or'rifters .3.�o�IYtz xv.135") Ateachjoist I or rafter C, U 1 T1 M 'Ilk Y Way "i'l TUR C fN4,,!g-,V fTHP_ REOUI E N 0 F TITYL-- ..24 ForSI: t iach-25.4 auu. I foot -304.8 mem. I ndlc perhour.0.447 nals: I Ksi -6.895 fVa. V IRM".111 e L L Aniadis-arieAmooth-cor6iiiol box cli.diflaryned rte'ot�etv qa' ?.d foer� hiii1n., Era �a d n3l�31iall have adairouca % b yield suvriStlis sss�tAyp: 80 4. % q AD.MI'16TP-!J n."PART-Vi V 43 0 -TH but U. 0 not larger than 0.177 Inch. �nd 100 M for shank diameters of 0.142 Inch arlem lh. b. Sraptsare l6gagn Wire and have arruniannn 11,rinch on diarneter crown width. c. shall be spaced at not more than 61ncheaqu center at all supports where spans tire 49 inches orgreater� t 6., PW ION, TTEP..'sy X "noth I. j4i ­E:D 'A ...REM WVa"UM ;�L!�IP SHA� NT TS -H . R NIA:o % 'NT eft WIN! -01 'N AT!r I to X -as TYPE TYIE �y P;., 0 P N'TT FA,�.* -ALL P P 7 -A ...... ;---_-'0..-.d... .... .. . .. .. .. A DI d. Four -foot by S -foot or 4 -foot by 94bot panels shag be applied virdrally. 'Cff*:-J0P0IdG1 I- STA) 70 opli 6Aq .1h _0 1 131.4 1 7, 'MI e. Spacing offasteners notinutuded in this tableshall be based oqTnbI,- R603:11C_�. %6&3tructural panel T INPOR �.,A.T M CING T.,VEL--4fHALL:6E. '_9 F-.-. .0. A 0i4U0WA8-FIT.INQSil;ETC..1 OT. -M n. ..e. P, -.A spaced 6 k OrMsh.'All ��p��d 6 Inches an T - -A -ht,L. 614;1 ARM' -10;q 0 P -TW JT1_M If N ENTION0 104ropsiIs 0. oz. At -4,112 Elk ..4 Olt M WETE h. FiberboadsPftthin,�sballconforintoASThIC20S. .0 A 04 T. N.60 -04K . A- BZWP W.410�' licii:al mlitedillkling and Mail 40IL;WASTE- P..V. .P -iW - R9 -.0 -RAITff. I� DJ3YV;L6CA ty AN W ... ... 4.. t ­ T! iP �Ihlll. F Okla: of fladr P;PvLaluns.or P% -A R --M p, p� ng.tuem" ppq,� .4L;. r.c. n. to by.:rr eflia .1pikin accordartce s%ith oj*��'� Ha -.on one Ektafthn: nifter and toe rallsfrom J. Wh ecittak''Idineaflitifallall: 141ED, 105AT-4P.91 §ILLSOH U- FO It D Fib ris to all. sb iptberetldirtd. -IOWVEN��A .0 v ftfl RAWLSP 01 NO 9AP 4" L ATM --i S _6*0 T FIN IS F JuiNN WA.T R to PRbVID j., to b f V VIPIN01HADL BEOPHERUL Typ e 1 E OPPER. T1 PkfifiAh i: Ai A-. Moil % to. PROVIPP-,PIE b-opPER To F.gg ..M C % r 0. -01 O.awl sp= TTAI� ,�j,# pr p Arm spAcE X C J. 14 WKS % .11. NAT L -6E GEA1 LE 0 R LAP,WELbED '--A X. 911:49994A _,q 'W 8 UR :ALL 14"' bo pod- ft --S Z PP= UAlk.9 -----F'I0ING--SHAL .0. R Tt ATIO I q -IN FLOOR MIl E % A. WW=,#P M, @f CE0.10 151T 'MA- 36-, - ITTIN191krARA 4X;-;' f. AN, 04. -'. 0.1 ll� % "N R42.W. W. WAT?K-.H.9AT 113 AT F -A ft M I J. '00, W -O", _r ,0,4 - W.- W. -Aft w6h gpft mw 4 Wl* CAU.419NO ALLG ATt #0PUN AT ALLIMUDOW AND-DOGR FRAVII 214 ROW— .024. 74. V1 f T-ITOM 60..'ib ALLO -Y C -.md�k­ . - _. . .5s . 1 1 . . .1 . . :A� 'A Too T 'P 1-3 GAS .0�6.139 W�911A ..... . AVE AN APPW AL. ..... �­ RGLYET !FAR' jiw H P E(XIDEf4QLIT A P -AV .10 1 AL -HROUGH I%T&RIOR: t4 WJ P9NAT61A T 01 0 CTY .9 1 `9 W J..'s 4 % 'N --M190 14. ALL VVDRK-SiOALLOE.CQI;7i]RPI"-TE.P.-riTH ELF 910A lit q CMW1 CAM k CO y mt*w Vote*," CPA, N-400 I spi flow PWICAL OR AM�t.ARE' -v WN LUMBER SIJA 0 is. - W4TPRFR0 OTH E. A N - :.. - FOLL WN W. OF GYPSUM WALL BOARD SHALL P0kU5 MIGRATED AS tiz�* N_ K A A140 TURS Mid S' RUCTUMCALCI.AWnblill ROUND 811OW T E t At ROW-WiPTERS TS'ANDIXP'STUDS. C04 .4 Abov It. -I. ... 1. . I r I . . - I . ! ", I . .. .. ... a.' *� 7 I . . I . I I .. . . . I . .. * - No. I �,w *bMdW1WW0 MM). -b W a S W, OR GRE MdbndM h -WW be - CRAM 14d - i 1! POWM: ad % IiMitlttll) GRADE o, 2X43TU 11 M -GRME be to A -WOOD MINIMUM NG REQ01REMENTS FOR FkAMR CONNECTIONO SHALL Th ft�RM�TQ TARLO E' L a F ff TH C"A . " A' 4 _ C bo it. V) OO.dWE J PLYWOOD USED FOR EXP -00.F -DRO 4 or ZEVIEWED -RATED GLUE TH EMRJPR FOR -CODE CO E MPLIANC aA 4.. BUILDIN U L WARDS LL CONFORM TO HA % AJ o' DE1. 27 2016 .6-:01 tal TOO MI IMUM.. 0 Epp" GINWSHA!.4 AT. 0-A 4. A, 60 ?A or V. AND IWERMEWATA-StIppion-T.F; or r ASSOCIATES T-RI3. AN11 N -Valt Ao. .1 * . , . .1. 9: 1 ': * . . . .. I % t TRU8G6D:FVk.F- WS SKALL Bf-i'-1 TUREOZY TRUSS DP IONATM AND MANUFAC ty :% 'PTO. . TRA 5k; i " MANUF­0 46 d 4 Lilt t X OW R. T Wgt MAW _41 ft316 5, dA TRUSS 9. _'S-�AND --toolo.-oll000l"'.- v, "T BU Tfi [)VAR X.IE A42 C42 NGTCHES'ON BOT D ONE FORTH -THE ji-ENDS-917-491. NbT W- EE 012-7 R 2`0 P10T. DE M -m. Oe N F T-lit-t-bP WIT-fil T' X -OH 0 -4. N JoIst 'NOTCH 11 OP.:O_ N. A On; BOTTO _NY V 4 'T 'AIN Nl,�", _,pr M T NJ ... ........ .. ... ... .... . 7 W_ NOT, A 'OPCA L'F ;Y o. % to. 7 A., .7 4 _ F P�5 5_1 5 ZI .rl W4 SPACI UG 0 F IZASTSVESS H .. c,plp-11olq oF gulLnlptc; WATERLALSi DESCROMON OF FASTENER"' Edg= interntedlefte "Upportef-I :. (:rl . (hhes) . - Wood ettructural panels, sublinor, kccir and'Intericir will shaanhRI4 to 1,nG an� plarticid.b.pard I..hm1hrnq tq frouning 32 6d commoh (2" x 11.1 13')T,,i oubdoo`r, ivally- 8d Common (21/2" x 0. 13 V) aftll.(roof)l 12-' 33 18d common nail (2'/,"x0.l31. 1) 34 Lod Eommon'(Vx ONS') nail or 1/.' *1 12 8d (2 x 0. 131 deformed nail 4" stru total c;lJulosic 1 -1 '/,"gadvanizedroofingil 'crowtitYrt"Il 3 6' 35 c fiberboard Sheathing 'stapl�J6 ga.,. 4 14' long �11.'stracltnral cellulosic 131," galvanized r0ofink nail, 71,," crown or I' crown 3 6 36 fiberboard sheathing staple 16 li I ol." long 37 1/," gypsum Aleathing' tvint roofink.niti staple galvanized, &AIn 1 7 7 33 It," gypsumsheathine 1 --avartized Is/.' log; I W*r�s, Typi�'.-Wbrs 7 7 Wood strlcturat panaloa, odatbiraVan subflalerunderlayon�ntta trarning 39 1/," tind less 6ddcrormedt2"X0.l20')n or U cot on 0. 13 V0 13MI 6 12 4b 7/ I oo 8d common (VA." X 0.13 V� nallor 6_ 12 to lid deformed (21?," x 0.120') nail 41. ll/,l!' Idd cO�n000'(3 " x D.148') nail or Uddeflormcd (2I1z"x0.l2o') nail� 6 12 C, U 1 T1 M 'Ilk Y Way "i'l TUR C fN4,,!g-,V fTHP_ REOUI E N 0 F TITYL-- ..24 ForSI: t iach-25.4 auu. I foot -304.8 mem. I ndlc perhour.0.447 nals: I Ksi -6.895 fVa. V IRM".111 e L L Aniadis-arieAmooth-cor6iiiol box cli.diflaryned rte'ot�etv qa' ?.d foer� hiii1n., Era �a d n3l�31iall have adairouca % b yield suvriStlis sss�tAyp: 80 4. % q AD.MI'16TP-!J n."PART-Vi V 43 0 -TH but U. 0 not larger than 0.177 Inch. �nd 100 M for shank diameters of 0.142 Inch arlem lh. b. Sraptsare l6gagn Wire and have arruniannn 11,rinch on diarneter crown width. c. shall be spaced at not more than 61ncheaqu center at all supports where spans tire 49 inches orgreater� t 6., PW ION, TTEP..'sy X "noth I. j4i ­E:D 'A ...REM WVa"UM ;�L!�IP SHA� NT TS -H . R NIA:o % 'NT eft WIN! -01 'N AT!r I to X -as TYPE TYIE �y P;., 0 P N'TT FA,�.* -ALL P P 7 -A ...... ;---_-'0..-.d... .... .. . .. .. .. A DI d. Four -foot by S -foot or 4 -foot by 94bot panels shag be applied virdrally. 'Cff*:-J0P0IdG1 I- STA) 70 opli 6Aq .1h _0 1 131.4 1 7, 'MI e. Spacing offasteners notinutuded in this tableshall be based oqTnbI,- R603:11C_�. %6&3tructural panel T INPOR �.,A.T M CING T.,VEL--4fHALL:6E. '_9 F-.-. .0. A 0i4U0WA8-FIT.INQSil;ETC..1 OT. -M n. ..e. P, -.A spaced 6 k OrMsh.'All ��p��d 6 Inches an T - -A -ht,L. 614;1 ARM' -10;q 0 P -TW JT1_M If N ENTION0 104ropsiIs 0. oz. At -4,112 Elk ..4 Olt M WETE h. FiberboadsPftthin,�sballconforintoASThIC20S. .0 A 04 T. N.60 -04K . A- BZWP W.410�' licii:al mlitedillkling and Mail 40IL;WASTE- P..V. .P -iW - R9 -.0 -RAITff. I� DJ3YV;L6CA ty AN W ... ... 4.. t ­ T! iP �Ihlll. F Okla: of fladr P;PvLaluns.or P% -A R --M p, p� ng.tuem" ppq,� .4L;. r.c. n. to by.:rr eflia .1pikin accordartce s%ith oj*��'� Ha -.on one Ektafthn: nifter and toe rallsfrom J. Wh ecittak''Idineaflitifallall: 141ED, 105AT-4P.91 §ILLSOH U- FO It D Fib ris to all. sb iptberetldirtd. -IOWVEN��A .0 v ftfl RAWLSP 01 NO 9AP 4" L ATM --i S _6*0 T FIN IS F JuiNN WA.T R to PRbVID j., to b f V VIPIN01HADL BEOPHERUL Typ e 1 E OPPER. T1 PkfifiAh i: Ai A-. Moil % to. PROVIPP-,PIE b-opPER To F.gg ..M C % r 0. -01 O.awl sp= TTAI� ,�j,# pr p Arm spAcE X C J. 14 WKS % .11. NAT L -6E GEA1 LE 0 R LAP,WELbED '--A X. 911:49994A _,q 'W 8 UR :ALL 14"' bo pod- ft --S Z PP= UAlk.9 -----F'I0ING--SHAL .0. R Tt ATIO I q -IN FLOOR MIl E % A. WW=,#P M, @f CE0.10 151T 'MA- 36-, - ITTIN191krARA 4X;-;' f. AN, 04. -'. 0.1 ll� % "N R42.W. W. WAT?K-.H.9AT 113 AT F -A ft M I J. '00, W -O", _r ,0,4 - W.- W. -Aft w6h gpft mw 4 Wl* CAU.419NO ALLG ATt #0PUN AT ALLIMUDOW AND-DOGR FRAVII 214 ROW— .024. 74. V1 f T-ITOM 60..'ib ALLO -Y C -.md�k­ . - _. . .5s . 1 1 . . .1 . . :A� 'A Too T 'P 1-3 GAS .0�6.139 W�911A ..... . AVE AN APPW AL. ..... �­ RGLYET !FAR' jiw H P E(XIDEf4QLIT A P -AV .10 1 AL -HROUGH I%T&RIOR: t4 WJ P9NAT61A T 01 0 CTY .9 1 `9 W J..'s 4 % 'N --M190 14. ALL VVDRK-SiOALLOE.CQI;7i]RPI"-TE.P.-riTH ELF 910A lit q CMW1 CAM k CO y mt*w Vote*," CPA, N-400 I spi flow PWICAL OR AM�t.ARE' -v WN LUMBER SIJA 0 is. - W4TPRFR0 OTH E. A N - :.. - FOLL WN W. OF GYPSUM WALL BOARD SHALL P0kU5 MIGRATED AS tiz�* N_ K A A140 TURS Mid S' RUCTUMCALCI.AWnblill ROUND 811OW T E t At ROW-WiPTERS TS'ANDIXP'STUDS. C04 .4 Abov It. -I. ... 1. . I r I . . - I . ! ", I . .. .. ... a.' *� 7 I . . I . I I .. . . . I . .. * - No. I �,w *bMdW1WW0 MM). -b W a S W, OR GRE MdbndM h -WW be - CRAM 14d - i 1! POWM: ad % IiMitlttll) GRADE o, 2X43TU 11 M -GRME be to A -WOOD MINIMUM NG REQ01REMENTS FOR FkAMR CONNECTIONO SHALL Th ft�RM�TQ TARLO E' L a F ff TH C"A . " A' 4 _ C bo it. V) OO.dWE J PLYWOOD USED FOR EXP -00.F -DRO 4 or ZEVIEWED -RATED GLUE TH EMRJPR FOR -CODE CO E MPLIANC aA 4.. BUILDIN U L WARDS LL CONFORM TO HA % AJ o' DE1. 27 2016 .6-:01 tal TOO MI IMUM.. 0 Epp" GINWSHA!.4 AT. 0-A 4. A, 60 ?A or V. AND IWERMEWATA-StIppion-T.F; or r ASSOCIATES T-RI3. AN11 N -Valt Ao. .1 * . , . .1. 9: 1 ': * . . . .. I % t TRU8G6D:FVk.F- WS SKALL Bf-i'-1 TUREOZY TRUSS DP IONATM AND MANUFAC ty :% 'PTO. . TRA 5k; i " MANUF­0 46 d 4 Lilt t X OW R. T Wgt MAW _41 ft316 5, dA TRUSS 9. _'S-�AND --toolo.-oll000l"'.- v, "T BU Tfi [)VAR X.IE A42 C42 NGTCHES'ON BOT D ONE FORTH -THE ji-ENDS-917-491. NbT W- EE 012-7 R 2`0 P10T. DE M -m. Oe N F T-lit-t-bP WIT-fil T' X -OH 0 -4. N JoIst 'NOTCH 11 OP.:O_ N. A On; BOTTO _NY V 4 'T 'AIN Nl,�", _,pr M T NJ ... ........ .. ... ... .... . 7 W_ NOT, A 'OPCA L'F ;Y o. % to. 7 A., .7 4 _ F P�5 5_1 5 ZI .rl W4 d n L0 BUTTE COUNTY SEP 2 00- 2016 DEVELOPMENT 9 -1 SERVICES n • z 7 • ti oz l � � �wr� � •1. '1, w lb Aw- NN � 11 �.� ...� ..�• rte. '► � " 1 awe 07 �w 0 Fmoodpar dMI f —_ rw.Nr_w•.+/� • N«.•.r.. «•••r••M •.•rr.••.. •rN•.Mr•.MI•. ••.•.• r •r � • .• • • •• �•�/ �/ - I �. � • • A•.�,, ••• • ' � � � .�...._� � moi_ � • w � . L • • L A / L yy � � � ' t � 1• • . •tip � . _ y -t 1 v • • •■7' i �jli .•w ..1� r 1 t �1 77 1 ..... r r• ,ww .r.•«�«...... �r-••r.rr..•�•. .......•.- _� .� ��r � • _ •r•• •._ •. . .r .. . . • •,N _ .. _. .. r I � r 4,. .. .rte , �, • t i