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HomeMy WebLinkAboutB17-0308 069-560-023Bid 1 T9 7 COUNT Butts County Department of Development Services JUN 6�i� PERMIT CENTER •coUh� 7 County Center Drive, Oroville, CA 95965 DEVELOPMENT Main Phone (530) 538-7601 Fax (530) 538-7785 MVICES w"vw.buttecountv.net/dds PLAN CHANGE, RECHECK, OR RETURN Owner's Name: V �-y 1 t4� Contact Person Name: Contact email: Contact Phone Number: \fir D Date Submitted: Permit Number: _)Q-0 U6 Assessor's Parcel Number: 1 S6® U 2 ❑ COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: ❑ Response to Plan Check Letter? ❑ Response to Building Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? 0 Other: LIST OF ITEMS SUBMITTED I. R G ()e-eA &4fA 2. 3 4. 5. FORM NO DBP -06 Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner will determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: 1 K:\NEW_WEBSITE\Building\Building Forms & Dmuments\2014\2014 Forms - Completed\DBP\DBP- 06—P lan_Change_Form_RE V'D_8.13.14_A KM.doe Page I of I Butte County Department of Development Services 13UTTr FORM NO PERMIT CENTER COUNT 7 County Center Drive, Oroville, CA 95965 JUN 19 N17 DBP -06 Main Phone (530) 538-7601 Fax (530) 538-7785 wevw.buttecountv.net/dds DEVELOPMENT SEI'VICPS PLAN CHANGE, RECHECK, OR RETURN Owner's Name: �l,.L,>' Contact Person Name: \ ��'1 �ry - 0 �ZS31k_10 Contact email: pq G Contact Phone Number: U n U� ~ Date Submitted: / Permit Number: M r0 -�6� Assessor's Parcel Number:a Z� i ❑ COMPLETE SET OF PLANS ❑ PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: sponse to Plan Check Letter? ❑ Response to Building'Inspection Correction Notice? ❑ Is there additional square footage? ❑ Is unfinished area being in -filled or completed? ❑ Other: LIST OF ITEMS SUBMITTED 1. 2. 3. 4. 5. Minimum 1 hour plan change fee to be collected at time of submission. Plans Examiner vill determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP- 06_Plan_Change_Form_REV'D_8.13.14_A KM.doc Page I of 1 rrF Butte County Department of Development Services FORM NO • �r PERMIT CENTER 7 County Center Drive, Oroville, CA 95965 DBP -06 •coUN• Main Phone (530) 538-7601 Fax (530)538-7785 wwwbuttecounty.net/dds ❑ COMPLETE SET, OF PLANS PARTIAL SET OR PAGES OF PLANS (LIST PAGES BELOW) Please check any that apply: ❑ Response to Plan Check Letter? surrE ❑ Response to Building Inspection Correction Notice? COUNTY ❑ Is there additional square footage? MAY 212 2017 ❑ Is unfinished area being in -filled or completed? Other: 'Rj�g O �_ � � �� No DEVELOPMENT SERVICES LIST OF ITEMS SUBMITTED p$ 2. 3. 1 4. 5. linimum 1 hour plan change fee to be collected at time of submission. Plans Examiner ,ill determine if additional plan checking fees are required: ❑ Minimum $127.00 paid ❑ Additional Fee Amount Due: I j K:\NEW_WEBSITE\Building\Building Forms & Documents\2014\2014 Forms - Completed\DBP\DBP- Ob_Plan_Change_Form_RE V'D_8.13.14_A KM.doc Page) of I 4 � �MIR 2017-0()0-7203 22.00 1 PXCFEE - 19,15 Recorded i TAX Official Records t of Coun t I _._ BY: Butte RECORDING REQUESTED GRv 88 s I CANDAE Mid Valley Title 8► Escrow Company County Clerk_gecorder t 1 MAIL TAX STATEMENT L DOCUMENT TO� 1 MZ � pa @ 1 'of 3 AND WHEN RECORDED M Q2 :51PM 23 -Feb -2017 I g 3ames Derek Devine and Danielle Devine 11 Oakridge Cou Oroville, CA 95966 ve This Line for Recorder's Use oniy - - 5 Pa ce Abo File No.: 0403-5386134 (AM) A.P.N.:069-560-023 GRAiaT nFED The undersigned res): ME ARv'[RANSFER TAX'$, ' 4ed Grantor(s) Deds't it SURVEY MONUMENT FEE $ ��� OR computed on the"cor.s.denfjon or fur, v_— & property remaining at time of sale, • computed on the consideration or full value less value of liens and/or encumbrances X unincorporated area; [ l COY of and ( edged, Cheri Leigh Devine, a married ow , which is hereby ackn 9 ERATION receipt of whi FOR A VALUABLE Gt?NSID , and se arate propeR'tY womanas her sale . p and wife as joint tenants Devine, husband r De i GRANTS to J amen Derek Devine and Danielle► i hereby the following described property in the unincorporated area of the County of Butte, State of California. LOT 23) A5 SHOWN ON THAT CERTAIN MAP ENTITLED, "EAST RIDGE SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JUNE 25,1981, IN BOOK 80 OF MAPS, AT PAGE(S) 83 SAND 84. II Grant Deed - continued Date: 02/14/2017 A notary public or other officer completing this certificate verifies only the Identity of the Individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document rN —rat STATE OF )SS COUNTY OF(ril OWOn �' WW me, , No Public, personalty appeared who proved to me on the basis of satisfactoryvidence to be the person(s) whose name(s) Ware subscribed to the within Jnstrument and admowkdged to me that he/she/they executed the same In his/her/their authorized capadMies), and that by iI r_� 6AI_r"' lits/her/their signature(s) on the •tnstrument the person(s), or the entity upon behalf of which the person(s) acted, executed the Instrument. I certify under PENALTY OF PERIURY under the laws of the State of California that the foregoing paragraph is true and correct; WITNESS my han and official seal. en TERR! L DALTONNotary Public Signa State of Texas Comm � ess 01-06-2018 Oils area for otiCW Mmyal seal. July 5, 2017 Steve Orsillo 2656 Fort Wanye Street Oroville, CA 95966 Department of Development Services 7 County Center Drive T: 530.538.7601 Oroville, California 95965 1 F: 530.538.7785 Tim Snellings, Director Pete Calarco,'Assistant Director buttecounty.net/dds Assessor Parcel Number: 069-560-023 Building Permit Number: B17-0308 Plan Check #3 Description: Addition of Living Room, Deck, and Remodel of Existing Residence Occupancy Classification: R-3 j Construction Type: V -B Stories: 2 Fire Sprinklers: No Building Total Area: R-3 @ 480 sf Covered Area: 456 sf Storage Area: ? Thank you for submitting permits for your building project. The permit documents have been reviewed and comments are Y P P J listed below. Please respond in writing to each comment. Complete and clear responses will expedite the re -check and approval of this project. Please provide two revised plan sets with your response. j Following are re -check comments, numbered per the original list, requiring further response. The format includes a restatement of the original comments followed by our re -check comment in a separate bold italicized paragraph. GENERAL COMMENTS: i 1. Complete 2. A Deed Restriction and Limited Use Facility must be recorded to limit the use of storage area. This area may not be used for habitable space until building permits are obtained to change the occupancy. The deed restriction will state the "storage area", shall not be used for living, sleeping, or eating and may not be heated or cooled. This deed restriction will be prepared by Butte County and shall be signed, notarized, and recorded by the property owner. Please provide a copy of the vesting grant deed for the property so we may prepare the deed restriction. PC2. Nothing provided. Comment remains. PC3. Verify the square footage of the storage area. Sheet 2 shows storage area as 240 Sq Ft, while Sheet R-1 shows 456 Sq Ft. ARCHITECTURAL COMMENTS: - 3-11. Complete ELECTRICAL COMMENTS 12-14. Complete. T PLUMBING COMMENTS 15-17. Complete. MECHANICAL COMMENTS 18. Amend the plans to include the following for furnaces located in the attic area. C.M.C. Section 304.4. A. Appliance shall be accessible thru an opening and passageway not less than the largest component of the appliance, and not less than 22 inches by 30 inches. C.M.C. Section 304.4. B. Where the height of the passageway is less than 6 feet, the distance from the passageway access to the appliance shall not exceed 20 feet measured along the centerline of the passageway. C.M.C. Section 304.4.1 C. The passageway shall be unobstructed and shall have a solid flooring not less than 24 inches wide from the entrance opening to the appliance. C.M.C. Section 304.4.2. 30 inches shall be provide in front of the service side of the D. A level working platform not less than 30 inches by appliance. C.M.C. Section 304.4.3. E. A permanent 120 -volt receptacle outlet and a lighting fixture shall be installed near the appliance. The switch controlling the lighting fixture shall be located at the entrance to the passageway. C.M.C. Section 304.4.4. PC2. Show location of new Split system in floor plan. Floor plan says existing CAT, and Sheet 4 states new underfloor system, but the existing house is slab on grade. PC3. Nothing provided. ENERGY COMMENTS 19. Complete CALGREEN COMMENTS 20. Please provide a Construction Waste Management form. CalGreen Section 4.408. PC2. Nothing provided. Comment remains. PC3. Nothing Provided. 21. Please submit a (2016 CalGreen) Residential Mandatory Measures Checklist. PCZ. Nothing provided. Comment remains. PC3. Nothing provided. � 22. Please provide a lap that is implemented to manage storm water drainage during construction. CalGreen Section 4.106.2. (Show on the Site plan the proposed design.) PC2. Nothing provided. Comment remains. . PC3. Nothing provided STRUCTURAL COMMENTS: 1-3. Complete. PC3 New Comments: Sheet 2 and Sheet R-1 do not match. Sheet 2 shows a cripple wall with a ootin- while Sheet R-1 shows a lulam 1. S ets to match. beam and perimeter retainingwall. U date to oor and oundation laps on both she 2.Provide calculations for the new proposed beam shown on Sheet R-1 if this is the correct plan. The Department of Development Services is currently open to the public from 8:00 am to 3:00 pm. If you wish to discuss these plan check comments, please call during our business hours or contact us by e-mail at the address below. Permit status can be tracked by logging on to http://www.buttecounty.net/dds and clicking Building Permits Status. Efrain Ruvalcaba Philo Hunt, P.E. Plans Examiner Plan Check Engineer 530.538.2875 530.538.2130 eruvalcaba(c�r�,buttecounty_net phunt j ,buttecount. i i i I I t I i i I -- i - - - — - T - - - PLANS & DESIGN BY CASH COLBY PO BOX 915 OROVILLE, CA. 95965 530-533-1510 Butte County Building Dept. June 13, 2017 7 County Drive Oroville, Ca. 95965 Re. AP # 069-560-023 Permit # B17-0308 Devine plan ck response. Red (1) indicates revision location on plan. Green (1) indicates already depicted or noted on plan. General Comments: X Deck area corrected to 402. (1) 2. Responsibility of owner. Architectural: 3- A,B,C. There are no handrails applicable to this project. There exist a reference to R311.7.4 should there be four or more rises, but it is not applicable to this site. (2) 4-A. The rail is depicted and noted on sheet 3. It is noted in compliance with 312.1.3. (3) 4-B,C,D,E. See above. 5. The DTTZ2 rail connection detailed on plan is an acceptable method of compliance. (4) 6. noted. (4) 6-A, B, noted (5) 6-C,E,. noted (6). Also depicted 8 clr to grade on details. For clairit y further notations arep rovided detail D and E sheet 3. (7) 6-G. noted. (8) I 7. Existing noted. (9) Further note not applicable. 8. A, B. There is a 6' roll up door accessing the underfloor. (10) The existing is accessed as per existing door not depicted. Further notes not applicable. 9. Existing noted (11) The noted NFVA clearly includes the existing attic area and compliant methods. Further notes are not applicable. (R327 is not applicable for this addition.) 10. We mistakenly showed the existing access as the CAR. on the floor plan. Revised to Attic Access and noted. Where we are removing the existing gable end the new area is accessible by the existing access. (12) 11. Existing Noted (13) Further notes added. (14) Electrical: 12. Revised (15) Via lat''s(I 13, 14. Outlet and light depicted. (16) Notes added. (17) Nn� Z4pZ 6 Til Plumbing: 15. Not applicable. 16. Not applicable. (non residential reference on form) Line scratched. (18) 17. Revised. (19) Mechanical: 18-A,B,C,D. The HVAC notes on sheet 4 describe an underfloor split system.(20) Where we mistakenly depicted a CAR on the floor plan may have confused the location. E. Noted. (21) Energy: I 4 revised resubmit. Title 2 , Cal Green: By builder. Not by designer. Structural 1. Knee bracing detail on deck framing plan, sheet 2. (22) 2. Noted on on deck framing plan, sheet 2. (23) 3. The sheet R-1 is an amendment to the plan. It revises the underfloor area. We will note that on sheet 2 for clarity. (24) The revision requires retaining walls and beam designed by engineer. Sheet R-1 should be stamped as I brought in the stamped sheet. We will verify that the resubmitted set has sheet R-1 stamped. i Please call for clarification of any items. Cash Colby 530-533-1510 i cash.10@att.net I I. i i CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Devine Addition Calculation Date/Time: 16:38, Tue, Jun 13, 2017 Calculation Description: Devine Addition Input File Name: Devine Addition. ribd 16 GENERAL INFORMATION 01 Project Name Devine Addition 02 Calculation Description Devine Addition 03 Project Location 11 Oakridge Ct CF1R-PRF-01 Page I of 9 — 04-- 06 City Ciroville Ca 05 Standards Version Compliance 2017 ENERGY USE SUMMARY 08 Zip Code 95966 07 Compliance Manager Version BEMCmpMgr 2016.2.1 (695) 06 10 Climate Zone CZ11 09 software Version CBECC-Res 2016.2.1 (868) Proposed Design Compliance Margin Building Type Single Family 11 Front Orientation (deg/Cardinal) 180 54.06 12 14 Project Scope Addition and/or Alteration 13 68.03 Number of Dwelling Units 1 6.28 16Slab Total Cond. Floor Area (ft2) 1680 is Number of Zones 2 0.00 Area (ft2) 0 17 Number of Stories 1 0.00 18 Addition Cond. Floor Area 480 19 0.00 Natural Gas Available No Compliance Energy Total Addl tion Slab Area (ft 2) 10 21 U Glazing Percentage 13.5% REQUIRED SPECIAL FEATURES COMPLIANCE RESULTS 01 Building Complies with Computer Performafti:e','� 'V 02 L This building incorporates features that require field testing and/or verification by 6 certified HERS rater 'under the supervision of a CEC-approved HERS 03 This buildin 1-- 4 -- provider. Percent Improvement 22.1% 9.2% 0.0% 0.0% 12.9% • Ducts in crawl space F–r—/L CO(Y. Registration Number: 217-P0I0199452A-000-000-0000000-0000 Registration Date/Time: 2017-06-1316:51:09 HERS Provider: CaICERTS CA Building Energy Efficiency Standards -11016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-06-1316:40: 07 inc. T-11 —F�one wrlmure Special t-eatUi*g'shown ii6low ENERGY USE SUMMARY 04 05 06 07 Energy Use (kTDVfrt2-yr) Standard Design Proposed Design Compliance Margin Space Heating 69.39 54.06 15.33 Space Cooling 68.03 1 61.75 6.28 IAQ Ventilation 0.00 0.00 0.00 Water Heating 30.23 30.23 0.00 Photovoltaic Offset — 0.00 0.00 Compliance Energy Total 167.65 146.04 21.61 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. o Window overhangs and/or fins Percent Improvement 22.1% 9.2% 0.0% 0.0% 12.9% • Ducts in crawl space F–r—/L CO(Y. Registration Number: 217-P0I0199452A-000-000-0000000-0000 Registration Date/Time: 2017-06-1316:51:09 HERS Provider: CaICERTS CA Building Energy Efficiency Standards -11016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-06-1316:40: 07 inc. T-11 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Devine Addition Calculation Date/Time: 16:38, Tue, Jun 13, 2017 CFI R-PRF-01 Calculation Description: Devine Addition i Input File Name: Devine Addition.ribd16 Page 2 of 9 HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building-level Verifications: • --None— Cooling System Verifications: • Minimum Airflow, • Fan Efficacy Watts/CFM HVAC Distribution System Verifications: • Duct Sealing j Domestic Hot Water System Verifications: I • —None — BUILDING - FEATURES INFORMATION 01 02 03 04 OS 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 Devine Addition 1680 1 Heating Systems 3 2 0 1 ZONE INFORMATION 01 02 04 X05 . 06 07 Zone Name Zone Type HVAC System Name ZoneFloor Area ,qvg, (ftz) § Ceiling , Height Water House Heating System 1 Water Heating System 2 Conditioned HVAC`system`1 11200 8 ,w DHWSystem 3 n/a Addition Conditioned HVAC system 1 480 8 DHW System 3 n/a Registration Number: 217-Po10199452A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance Registration DateMme: 2017-06-13 16:51:09 Report Version - CF1 R-05092017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-06-13 16:40:07 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE NMETHOD Project Name: Devine Addition Calculation Date/Time: 16:38, Tue, Jun 13, 2017 Calculation Description: Devine Addition Input File Name: Devine Additionsibd16 CF1 R -PRF -01 Page 3 of 9 OPAQUE SURFACES 01 02 03 04 05 06 07 08 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window & Door Area (ft2) Tilt (deg) Status Verified Existing Condition Ex Wail Front House Wall R-11 180 Front 140 36 90 Existing No Ex Wail Back House Wall R-11 0 Baric 332 119.35 90 Existing No Ex Wail Right House Wall R-11 90 Right 192 25 90 Existing No Alter Wall Front House Wali R-19 180 Front 68 0 90 Altered N/A Alter Wall Back House Wall R-19 0 Baric 68 0 90 Altered N/A Ceiling (below attic) House R-38 Ceiling New N/A 996 Altered N/A Floor Over Crawispace House Raised Crawl RO 1200 Existing No Add Wall Front Addition Wall R-19 180 Front 160 48 90 New WA Add Wall Left Addition Wail R-19 270 Left 204 26.5 90 New N/A Add Wall Back Addition Wall R-19 0 Back 160 10.5 90 New N/A Floor Over Crawlspace 2 AdditionFloor R-19 „ 480 New N/A Gar Wall Front Garage t,, Wall RO x,180 ". Front " 19 0 90 Existing No Gar Wall Left ,Garage �,. Wail ko - ; 270 � Left � � 17� 112 90 Existing No Gar Wail Right Garage Wall RU 90 . ,,.. Right 176 0 90 Existing No Gar to House Garage»House ` Int Wall R-11 192 18 Existing No Gar Ceiling Garage Ceiling R-0 420 Existing No OPAQUE SURFACES — Cathedral Ceilings 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Zone Type Orientatio n Area (ft) Skylight Area (ft2) Roof Rise (x in 12) Roof Pitch Roof Tilt(deg) Roof Reflectan ce Roof Emittance Framin g Factor Status Verified Existing Condifion Cathedral Ceiling 1 House Catherdral R-38 Front 102 0 2 # 0.17 9.46 0.1 0.85 0.07 Altered N/A Cathedral Ceiling 2 House Catherdral R-38 Baric 102 0 2 0.17 9.46 0.1 0.85 0.07 Altered N/A Cathedral Ceiling 3 Addition Catherdral R-38 Front 240 0 2 0.17 9A6 0.1 0.85 0.07 New N/A Cathedral Ceiling 4 Addition Catherdral R-38 Back 240 0 2 0.17 9.46 0.1 0.85 0.07 New N/A Registration Number. 217-PO10199452A-000-000-0000000-0000 Registration DateTme: 2017-06-1316:51:09 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CFIR-05092017-695 HERS Provider: CaICERTS Inc. Report Generated at: 2017-06-13 16:40:07 'CERTIFICATE1 OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Devine Addition Calculation DatelTime: 16:38, Tue, Jun 13, 2017 Calculation Description: Devine Addition Input File Name: Devine Addition.ribd16 CF1 R -PRF -01 Page 4 of 9 ATTIC 01 02, 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Asphalt Shingle Roof Ventilated 4 0.1 0.85 No No Existing No Addtn Attic Asphalt RB Ventilated 4 0.1 0.85 f Yes No New No Gar Attic Asphalt Shingle Roof Ventilated 4 0.1 0.85 No No Existing No FENESTRATION / GLAZING 01 02 03 04 05 01 02 03 04 05 06 07 08 09 10 11 Name Surface (Orientation Azimuth) Width(ft) Height(ft) Multiplier Area (ftZ), U factor SHGC Exterior Shading Status Verified Existing Condition Ex F1 Ex Wall Front (Front -180) 4.0 4.0 1 16.0 0.79 0.70 Insect Screen (default) Existing No Aker B3 Ex Wall Back (Back -0) 5.0 4.0 1 20.0 0.32 0.25 Insect Screen (default) Altered N/A Ex B4 Ex Wall Back (Back -0) 4.0 4.0 1 16.0 .. 0.79 0.70 Insect Screen (default) Existing No Ex B5 Ex Wall Back (Back -'O) 5.0.; 1 , .., „« X33.4 0.79 0.70 Insect Screen (default) Existing No Ex B6 Ex Wall Back (Back -0)'; 4.0 ! ; 4.0 ..; A 16.0 `0.79 ",-'t 0.70 Insect Screen (default) Existing No Ex B7 Ex Wall Back (Back -0) 4.0 „4.0 ! 16;0 ; - 0.79 0,70 Insect Screen (default) Existing No Ex R1 Ex Wall Right `(Right -90) t r ,, s - 9,0' 0.79 ° 0.70 Insect Screen (default) Existing No Ex R2 Ex Wall Right (Right -90) =-- ---- 1 16.0-1' 6.79 0.70 Insect Screen (default) Existing No Add F2 Add Wall Front (Front -180) 6.0 4.0 1 24.0 " 0.32 0.25 Insect Screen (default) New N/A Add F3 Add Wail Front (Front -180) 6.0 4.0 1 24.0 0.32 0.25 Insect Screen (default) New N/A Add L1 Add Wall Left (Left -270) -- - 1 16.0 0.32 0.25 Insect Screen (default) New N/A Add L2 Add Wall Left (Left -270) -- 1 10.5 0.32 0.25 Insect Screen (default) New N/A Add B1 Add Wail Back (Back -0) 3.0 3.5 1 1 10.5, 0.32 0.25 Insect Screen (default) New N/A OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ftz) U -factor Status Verified Existing Condition Entry Ex Wall Front 20.0 0.50 Existing No Bdoor Ex Wali Back 18.0 0.50 Existing No Registration Number: 217-P010199452A-000-000-0000000-0000 Registration Date/rime: 2017-06-1316:51:09 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 HERS Provider. CaICERTS inc. Report Generated at: 2017-06-1316:40:07 TT CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Devine Addition Calculation DateMme: 16:38, Tue, Jun 13, 2017 j Calculation Description: Devine Addition Input File Name: Devine Addition.ribdl6 i CFI R -PRF -01 Page 5 of 9 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 13 12 11 14 Overhang Left Fin Right Fin Window Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Distl- Sot Up Depth Top Up Dist R Bot Up Ex F1 2 0.5 33.5 8.5 0 0 0 0 0 0 0 0 0 Alter B3 2 0.5 44 21 0 0 0 0 0 0 0 0 0 Ex B4 2 0.5 36 30 0 1 0 0 0 0 0 1 0 0 0 Fac B5 2 0.5 28.5 36 0 0 0 0 0 0 0 0 0 Ex B6 2 0.5 19 47 0 0 0 0 0 0 0 0 0 Ex B7 2 0.5 12.5 54 0 0 0 0 0 0 0 0 0 Add F2 2 0.5 14 26 0 0 0 0 0 0 0 0 0 Add F3 2 0.5 4.5 35.5 0 0 0 0 0 0 0 0 0 Add B1 2 0.5 44 0.5 0 0 0 1 0 0 0 0 0 0 i Registration Number: 217-P010199452A-000-000-0000000-0000 Registration Dateffime: 2017-06-1316:51:09 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 j HERS Provider: CaiCERTS inc. Report Generated at: 2017-06-13 16:40:07 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Devine Addition CFI R-PRF-01 Calculation Date/Time: 16:38, Tue, Jun 13, 2017 Calculation Description: Devine Addition Page 6 of 9 Input File Name: Devine Addition.ribd16 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 06 06 07 Construction Name Surface Type Construction Type Framing Total Cavity Winter Design R-value U-value Assembly Layers • Inside Finish: Gypsum Board Wall RD Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. • Cavity/Frame: no instil. /2x4 • Exterior Finish: Wood none 0.302 Siding/sheathing/decking Raised Crawl RD Floors Over Crawlspace Wood Framed Floor 2x6 @ 16 in. O.C. • Floor Surface: Carpeted • Floor Deck. Wood Siding/sheathing/decking none 0.220 •Cavity/Frame: no insul.12x6 R-38 Ceiling Ceilings (below • Inside Finish: Gypsum Board attic) Wood Framed Ceiling 9 2x4 @ 16 in. O.C. R 38 0.025 • Cavity/Frame: R-9.1 /2x4 • Over Ceiling Joists: R-28.9 insu/. • Inside Finish: Gypsum Board Catherdral R-38 Cathedral Ceilings 'Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. Cavity/ Frame: R-38 /2x4 Top Chrd Roof Deck Wood Siding/sheathing/decking R 38 0.036 Roofing: Light Roof (Asphalt Shingle) Floor R-19 Floors Over _�> •Floor Surface: Carpeted Crawlspace Wood Framed Floor 2x12 @,16 in Q.C. R 19 Floor Deck: Wood Siding/sheathing/deck0g, Ceilings (below *" ` 0.04.5 Cavity/Frame: R-19/2x12 Ceiling R-0 attic)'' iilrootl Framed Ceiling 9 2x4 @ 16 in. Q.C. ' '� • Inside Finish: Gypsum Board A. none X0.472 • Cavity/Frame: no insul. /2x4 Asphalt Shingle Roof Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. • Cavity/Frame: no insu/. /2x4 Top Chrd • Roof Deck. Wood Siding/sheathing/decking none 0.644 • Roofing. Light Roof (Asphalt Shingle) • Inside Finish: Gypsum Board Wall R-11Exterior Watls Wood Framed Wall 2x4 @ 16 in. O.C. R 11 • Cavity/Frame: R-11 /2x4 • Exterior Finish. Wood 0.103 Siding/sheathing/decking • Inside Finish. Gypsum Board Wall R-19 Exterior Walls Wood Framed Wall 2x6 @ 16 in. O.C. R 19• • Cavity/Frame: R-19/2x6 Exterior Finish: Wood 0.069 Siding/sheathingldecking Int Wall R-11 Interior Walls Wood Framed Wall 2x4 @ 16 in. O.C. • Inside Finish: Gypsum Board •Cavity/Frame: R-11 /2x4 R 11 0.099 • Other Side Finish: Gypsum Board Registration Number-' 217-P010199452A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2016 Residential Compliance �r Registration DateMme: 2017-06-1316:51:09 Report Version - CF1 R-05092017-695 HERS Provi • der. CaICERTS Inc. Report Generated at: 2017-06-13 16:40:07 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Devine Addition Calculation DatelTime:16:38, Tue, Jun 13, 2017 Calculation Description: Devine Addition In ut File Name: p Devine Addition. nbd 16 CF1R-PRF-01 Page 7 of 9 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (011) Not Required Quality Installation of Spray Foam Insulation Building Envelope Air Leakage Not Required Not Required CFM50 _- WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Solar Name System Type DHW System 3 pHW Number of Fraction Distribution T Type Water Heater Heaters (%) StandaM Gas Storage 1 - none - Verified Existing g Status Condition Existin No 9 WATER HEATERS i 01 02 03 04 0506 07 08 09 10 11 Name Gas Storage - Heater Element Type Gas Tank Type Small Storage Number of Units 1 Tank Volume (gal) 40 Energy Factor or Efficiency 0.6 EF 140000 Input Rating/Pilot Btu/hr Tank Insulation R -value (nt/Ext n/a Standby Loss / Recovery Eff n/ NEEA Heat Pump Type Tank Location or Ambient Condition n/a n/a SPACE CONDITIONING SYSTEMS 01 0203 04� 05 06 07 08 09 Heating System ; Cooling System µFan Name System Type Name Ducted Name Ducted Distribution System System y Floor Area Served I Status Verified Existing Condition n Other Heatingand HVAC system 1 y Heating system Yes Coosystem ig Yes Crawl R-8 HVAC Fan 1680 New No CoolingSystem 1 HVAC - HEATING UNIT TYPES 01 Name Heating system 1 02 03 System Type Number -of Units CntrlFumace 1 04 Efficiency 95 AFUE HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 Efficiency Name System Type Number of Units EER SEER Zonally Controlled Compressor Type HERS Verification Cooling system 1 SplitAirCond 1 11.7 14Cooling Not Zonal Single Speed system 1 -hers -cool Registration Number: 217-P010199452A-000-000-0000000-0000 Registration Date/Time: 2017-06-1316:51:09 HERS Provider: CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1R-05092017-695 Report Generated at: 2017-06-13 1 16:40:07 inc. 6:40:07 L -- -- `CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01 Project Name: Devine Addition Calculation Date/Time: 16:38, Tue, Jun 13, 2017 Page 8 of 9 Calculation Description: Devine Addition Input File Name: Devine Addition.ribd16 HVAC COOLING - HERS VERIFICATIONx 01 02 03 04 05 06 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Cooling system 1 -hers -Cool Required 350 Not Required Not Required Not Required HVAC COOLING - HERS VERIFICATION -x 01 02 Name Verified Airflow Cooling system 1 -hers -cool Required 03 04 05 Airflow Target Verified EER Verified SEER 350 Not Required Not Required 06 Verified Refrigerant Charge Not Required HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 Insulation Supply Duct Return Duct Verified Existing HERS Name Type Duct Leakage R -value Location Location Bypass Duct Status Condition Verification Crawl ft 8 Ducts located in a crawl Sealed and t ested 8.0 Crawl Space Crawl Space None New No Crawl space , R-8Crawldist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 Duct Leakag, Name Verification Crawl R -8 -hers -dist Required I HVAC - FAN SYSTEMS & HERS VERIFICATION 01 I Name HVAC Fan Target (%} 5.0 02 Type Single Speed PSC Furnace Fan Verified Duct Location 03 -Fan Power (Watts/CFM) 0.58 05 ( 06 Verified Duct Design Return Supply 04 HERS Verification Required IAQ (Indoor Air Quality) FANS 01 02 03 04 05 Name IAQ CFM IAQ Fan Type IAQ RecoveryEffectiveness(%) HERS Verification SFam IAQVentRpt 0 Default 0 Not Required i Registration Numbec 217-P010199452A-000-000-0000000-0000 Registration Date/Time: 2017-06-1316:51:09 CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 HERS Provider: CaICERTS inc. Report Generated at: 2017-06-1316:40:07 °,CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE N E COMPLIANCE METHOD Project Name: Devine Addition Calculation Date/Time: 16:38, Tue, Jun 13, 2017 Calculation Description: Devine Addition Input file Name: Devine evine Addition ri . bd16 CF1R-PRF-01 Page 9 of 9 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Martin Alvis Signature Date: Company: M & T Energy Analyst 2017-06-13 16:50:01 CEA/HERS Certification Identification (If applicable): Address: P.O. Box 534 City/State/Zip: Phone: Chico, CA 95927 530-990-0030 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications to the submitted enforcement agency for approval with this building permit application. Responsible Designer Name: # Responsible Designer Signature: n Cash Colby FCG' ..., Company:; Plans and Designs by Cash Colby � � Date Signed: �0 7-06-13 96:51:09 Address: License: po box 915 n/a City/State/Zip: Phone: orovilie, CA 95965 530-533-1510 i Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document and in no way implies Registration Provider responsibility for the accuracy of the information. i Registration Number: 217-P010199452A boo 000 R ' t ' D al=, Easy to Verify at CaICERTS.com - -0000000-0000 egis ration atemme. 2017-06-1316:51:09 HERS Provider: CaiCERTS inc. CA Building Energy Efficiency Standards - 2016 Residential Compliance Report Version - CF1 R-05092017-695 Report Generated at: 2017-06-13 16:40:07 i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING CONSTRUCTION DEBRIS RECOVERY PLAN: Pre -Construction Building permit will not be issued until completed plan submitted APN: Building Permit # lel Owner Name: 11 C"i i Submit completed form in person or by mail or fax to: Butte County Development Services - Building 7 County Center Drive Oroville, CA 95965 Phone: (5'10)538-7601 Fax: (530)538-2140 caner Mailing Address Owner Phone:S?O) Jobsite Address: C�� T 5-t - Project Sq. F#.: Project t Type::-4onstruction I Demolition Jobsite Contact:Com kv pant: >"7�+ a obsite Phone: Brief description of project: By signing below, I acknowledge that I am respons' omplying with the requirements of Ordinance 2006-3925 (Chapter 31, Article VII) related to recovery of construction and demolition debris and the lack of compliance m ult ' lays in issuance of building/demolition permit(s), hold on final inspections) and/or penalties. Applicant: j (Owner! Contractor) Signature: Date: Circle 2 MATERIAL 1 Reuse Recycle Dispose FACILITIES/SERVICE PROVIDERS TO BE USED 3 Inert Material (Concrete, asphalt) t `--� Lumber Plant/Tree Debris Dry Wall Metal Cardboard 1 Other: Other: Recovery Plan approved: Date: mease reter to the Butte County online Recycling Directory for local recycling service providers at:www.RecycleButte.net. I 2016 CALGreen Residential Mandatory Measures This checklist applies to newly constructed uimgs buildings, additions or alterations of existing' residential Checkfists\Green Building Page 1 of 3 r i I I 02/10/2017 buildings where the addition or alteration increases the building's conditioned area, volume, orsize. The requirements shall only apply to and or within the specific area of the addition or alteration. (2016 CGBSC 301.1.1) ***Note 2016 CGBSC 301.1.1: On and after 11112014, residential buildings undergoing permitted alterations, additions or improvements shall replace noncompliant plumbing fixtures with water - conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of certificate of final completion, certificate of occupancy or final permit approval by the local building department. Feature or Measure Required A plan is developed and implemented to manage storm water drainage during construction. CGBSC4.106.2. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildin s CGBSC 4.106.3. Provide capability for electric vehicle charging in one and two-family dwellings and in townhouses with attached private garages; and 3 percent of total parking spaces, as j specified, for multifamily dwellings. iii: 1-0110141 Building meets or exceeds the requirements of the California Building Energy Standards. CGBSC4.201.1. Water closets. The effective flush volume of all water closets shall not exceed 1.28 gpf. Tank -type water closets shall be certified to the performance criteria of the - EPA WaterSense Specification for Tank -type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125gpf and floor mounted or other urinals shall not exceed 0.5 gpf. Single showerheads. Showerheads shall have a max. flaw rate of not more than 2.0 { gpm at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. Multiple showerheads serving one shower. When a shower is served by more than I one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gpm at 80 psi, or the shower � shall be designed to allow only one shower outlet to be in operation at a time. I Residential lavatory faucets. The max. flow rate of residential lavatory faucets shall not exceed 1.2 gpm at 60 psi. The min. flow rate of residential lavatory faucets shall not be less than 0.8 gpm at 20 psi. Metering faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle. Kitchen faucets. The max. flow rate of kitchen faucets shall not exceed 1.8 gpm at 60 I psi. Checkfists\Green Building Page 1 of 3 r i I I 02/10/2017 ChecklistslGreen Building Page 2 of 3 02/10/2017 2016 CALGreen Residential Mandatory Measures Checklist (Cont'd) Feature or Measure Required UiC "L' "'u .-a..-• - x1.?*.ru ti.'-' '4TH New residential developments with an aggregate landscape area equal to or greater than 500 sq ft shall comply with one of the following options: 1. A local water efficient landscape ordinance or the current California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO), whichever more stringent; or 2. Projects with aggregate landscape areas less than 2,500 sq ft may comply with the MWELO Appendix D Prescriptive Compliance Option. F,30 { r Rodent proofing. Annular spaces around pipes, electric cables, conduits, or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or similar method acce table to the enforcin a enc . IN MAX-7 Recycle and/or salvage for reuse a minimum of 65 percent of the nonhazardous construction and demolition waste in accordance with one of the following: -- 1-Comply-with a--more-stringent-focal-construction-and-demolition-waste ---------- --- -- - -- --- - - --- management ordinance; or 2. A construction waste management pian, per Section 4.408.2; or 3. A waste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.408.4. O&M Manual: An operation and maintenance manual shall be available in the building at the time of final inspection. Recycling by Occupants: Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted localrecycling ordinance, if more restrictive. See exception for rural jurisdictions. YMI 01 IN Any installed gas fireplace shall be direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with US EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a'permanent label indicating they are certified to meet the emission limits. Woodstoves,"pellet stoves and fireplaces shall also comply with applicable local ordinances. Q .t _n 'lrolrY ro N- 4#' . -. w ...a Duct openings and other related air distribution componentopenings shall be covered during construction. Adhesives, sealants and caulks shall be compliant with VOC and other toxic compound limits Aerosol adhesives and smaller unit sizes of adhesives and sealant or caulking - compounds shall comply with statewide VOC standards and other requirements. Paints, stains and other coatings shall be compliant with VOC limits. 4.504.2.2 ChecklistslGreen Building Page 2 of 3 02/10/2017 F 2016 CALGreen Residential Mandatary Measures Checklist (cont1d) Feat«re or Measure Required Aerosol paints and coatings shall be compliant with product weighted MIR limits for ROC and other toxic comr)ounds, Carpet and carpet systems shall be compliant with VOC limits. 4.504.3 At least 80% of floor area receiving resilient flooring shall comply with specific VOC criteria. Hardwood plywood, particleboard and medium density fiberboard (MDF) used on interior or exterior of the building shall comply with formaldehyde emission standards. Documentation shall be provided to the City building inspector verifying that compliant materials have been used. E, _ y tar •y.E 4 Z'S.MINImffi ! ConcreterSlab Foundations: Vapor retarder and capillary break is installed at slab - on -grade foundations. Moisture content of building materials used in wall and floor framing shall riot exceed 19% before enclosure. Moisture content shall be verified in compliance with CGBSC 4.505.3. Indoor Air Quality and Exhaust (4.506) 1 Bathroom exhaust fans shall be ENERGY STAR rated and ducted to terminate outside. Unless functioning as a component of a whole house ventilation system, bathroom exhaust fans must be controlled by a humidity control adjustable between a relative humidity range of 50% - 80%. ffiq}: (: Wf yam, �� Duct systems are sized, designed, and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 or equivalent. j 2. Size duct systems according to ANSUACCA 1 Manual D-2014 or equivalent. 3.Select heating and cooling equipment according to ANSI/ACCA 3 Manual S- 2014 or equivalent. j NN' JUN x _t -F 7 rts'.' 1011s z s 7 u _ 'i'k._._5:�' .;+s•'. r.e HVAC system installers are trained and certified in the proper installation of HVAC ...�. systems. Special inspectors employed by the enforcing agency must be qualified and able to . demonstrate competence in the discipline they are inspecting. ,�l!i:"'::r.::::!,.y,',is.,.:'^: 1L V r fi Verification of compliance with this code may include construction documents, plans specifications builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency, which show substantial conformance. PLANS & DESIGN BY CASH COLBY PO BOX 915 OROVILLE, CA. 95965 530-533-1510 Feb 22, 2017 Butte County Plan Check Re: Devine truss compliance: I Y, Cash Colby, am the Designer of the James Devine plans. Job number 17-0107. 1 have reviewed the attached Truss Drawings by Norcal Lumber and they are in compliance with the intent of the structural design. i I /Cashlby i PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED COD'Frl COMPLIANCE DATE _-__�__t._''_7. BY Jill a Job Truss Truss Type ����Devine Addition DEVINE_ADDITION Al Scissor Supported Gable 849793577 NorCal Lumber Inc., Marysville, 95901 Reference (optional 8.030 s Jan 23 2017 MiTek Industries, Inc. Tue Feb 21 17:56:38 2017 Page 1 _-2-0-0 12-0-0 ID:rMpW4zkA_?HaJzLU2BYPAxzjH2_ QFBk2zfl Pj7WitAlcXpx9i7HPFzG8TRjltz?Cezir97 2-0-0 12-0-0 24-0 0 26-0-0 12-0-0 2-0-0 Scale = 1:45.6 I 1 5x6 = 2x4 11 2x4 11 I2x4.1 J 8 34 9 35 10 .2x4 33 36 2x4 I 2x4 32 7 11 37 s .2x4 11 2x4 11 5 31 a 12 38 2x4 II 4.00 12 4x6 4 30 13 39 2x4 11 _ a - 3 14 4x6 29 15 24 23 : 22 40 2 - 27 26 21 25 5x6 20 - o , +1 28 19 18 16 .o•7 17 lv 3x4 = o 2.00..12 "t''� I 12-0-0 LOADING (pso SPACING- 2-0-0 CSL DEF.I in716-17n�r Lrd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.19 Vert(LL) TCDL 14.0 Lumber DOL 1.15 0.01 120 MT20 220/195 BC 0.13 Vert(CT) 0.00120BCLL 0.0 Rep Stress Incr YES Wf3 0.05 Horz(Cl) 0.00 n/a BCDL 10.0 Code IBC2015/TPI2014 Matrix-S Weight: 106 Ib FT = 20% LUMBER- TOP CHORD 2x4 DF No.1 &Btr G *Except* BRACING- 3-9,9-15: 2x6 DF No.2 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. OTHERS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing F installed during truss erection, in accordance with Stabilizer 1 REACTIONS. All bearings 24-0-0. be nide. (Ib) - Max Horz 2=-66(LC 11) Max Uplift All uplift 100 Ib or less atjoint(s) 2, 18, 20, 21, 22, 28, 26, 25, 24 except 16=-112(LC 7), 19=-139(LC 22), 27=-139(LC 21) Max Grav All reactions 250 Ib or less at joint(s) 23, 19, 20, 21, 22, 27, 26, 25, 24 except 2=356(LC 1), 16=356(LC 1), 18=53122), 28=538(LC 21) FORCES. (Ib) -Max. Comp./Max. Ten, -All forces 250 (lb) or less except when shown. WEBS 14-18=-417/146, 4-28=-417/149 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=11Omph (3-second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; J5ft; Cat. ll; Exp C; enclosed; MWFRS (envelope) automatic zone and C-C Exterior(2) zone; cantilever left and night exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1:60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 1-4-0 oc. 7) This truss has been designed for a 10.0 1 bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. �OpROFESS 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 2, 18, 20, 21, 22, �t�4 �Q TE 28, 26, 25, 24 except Qt=1b) 16=112, 19=139, 27=139. ODOS �� 11) Beveled plate or shim required to provide full bearing surface with truss chord at joint(s) 23, 18, 19, 20, 21, 22, 28, 27, 26, 25, 24. SP 12) This truss has been designed for a moving concentrated load of 5.0Ib dead located at all mid panels and at all panel points along of W 75435 (P 12) sb m the Top Chord, nonconcurrent with any other live loads. 0: C rn EXP. 03/31/2018 OFC February 22,2017 WARNING - Verily designparametars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 01-7473 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 roe - building design. Bracing indicated is to revert buckle properly rly incorporate this design into the overall n o' P fi individual 9 truss web and/ is a or chord members always r only. y Additional tempora and permanent ATI��p ati required for stability and io prevent tingcollapset vifithuss possible personal injury and properly damage. For general guidance regard ng the t bracing Welk' 1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see gNSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 7777 Greenback Lane Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Suite 109 Citrus Heights CA 95610'. r-- 11 - )b Truss Truss Type Qty Ply Devine Addition 849793571 EVINE_ADDITION A2 Scissor 14 1 Job Reference (optional) a non s -tar, 2s 2n17 MiTek Industries. Inc. Tue Feb 21 17:56:39 2017 Page 1 NorCal Lumber Inc., Marysville, 95901 6-7-5 5-4-11 5-4-11 """ ' a JZ -- ID:rMpW4zkA_?HaJzLU28YPAxzjH2_-vR16FJgfA1 FNK1IVAFLAhvfNfeD3to6tFXjZl5zir9 i Plate Offsets X Y)- [2:0-4-14 0-0-21 [670-4-14.0-0-m_ 6-7-5 12 0 0' LOADING (psf) 1711-11 24-0-0 26-0-0 2.0-0 5-4-11 PLATES GRIP 5 4-11 6 7 5 2 0 0 2 0-0 6-7-5 Vert(LL) -0.30 8-9 >934 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.54 Scale =1:45.6 BCLL 0.0 4x5 WB 0.53 Horz(CT) 0.39 6 n/a n/a - 4 Code IBC2015ITP12014 Matrix -S 4.00 11 Weight: 94 lb FT = 20% 13 12 BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-4-8 cc bracing. WEBS 2x4 DF Std G 3x4 3x4 Fbeinstalledduring truss erection, in accordance with Stabilizer lationuide. 5 3 Max Uplift 2=-224(LC 6); 6=-224(LC 7) v TOP CHORD 2-3=-3354/763, 3-4=-2465/563, 4-5=-2465/563, 5-6=-3354/763 BOT CHORD 2-10=-636/3143, 9-10=-639/3147, 8-9=-639/3147, 6-8=-636/3143 14_ WEBS 4-9=-224/1210, 5-9=-892/281, 3-9=-892/272 v 1 1 9 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) zone; cantilever left and right exposed end vertical left and right 6x8 = 6 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 2 10 8 0 5) A plate rating reduction of 20% has been applied for the green lumber members. 1.5x4 I 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify 1:5x4 11 7 Io Capacity of bearing surface. o 7 Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) 2=224,6=224. 3x8 = 2.00 12 3x8 6-7-5 12-0-0 1711-11 24-0-0 6-7-5 5-4-11 5-4-11 6-7-5 i Plate Offsets X Y)- [2:0-4-14 0-0-21 [670-4-14.0-0-m_ LOADING (psf) SPACING- 2-0-0 CSL DEFL. in floc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.48 Vert(LL) -0.30 8-9 >934 360 MT20 220/195 TCDL 10.0 Lumber DOL 1.15 BC 0.54 Vert(CT) -0.77 8-9 >365 240 BCLL 0.0 Rep Stress Incr YES WB 0.53 Horz(CT) 0.39 6 n/a n/a BCDL 5.0 Code IBC2015ITP12014 Matrix -S Wind(LL) 0.21 9-10 >999 240 Weight: 94 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-1-5 cc purlins. BOT CHORD 2x4 DF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 8-4-8 cc bracing. WEBS 2x4 DF Std G k recommends that Stabilizers and required cross bracing Fbeinstalledduring truss erection, in accordance with Stabilizer lationuide. REACTIONS. (Ib/size) 2=958/0-5-8,6=958/0-5-8 Max Horz 2=-68(LC 15) Max Uplift 2=-224(LC 6); 6=-224(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3354/763, 3-4=-2465/563, 4-5=-2465/563, 5-6=-3354/763 BOT CHORD 2-10=-636/3143, 9-10=-639/3147, 8-9=-639/3147, 6-8=-636/3143 WEBS 4-9=-224/1210, 5-9=-892/281, 3-9=-892/272 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=3.Opsf; h=15ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) zone; cantilever left and right exposed end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 7 Provide mechanical connection(by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except Gt=1b) 2=224,6=224. QROFESSION 8) This truss has been designed for a moving concentrated load of 5.01b dead located at all mid panels and at all panel points along the �Q EOE Top Chord, nonconcurrent with any other live loads. ��� PQM sF ti� 75435LU WC C: rn EXP. 03/31/2018 OFC \F February 22,2017 ® WARNING - verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. lea— Design valid for use only withMiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not rVat a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing - MiTek' is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Hei hts CA 95610 i Job Truss Truss Type Qty Ply Devine Addition Scale =1`44.9 4x5 = . 4 R49793579 DEVINE_ADDITION A3 Common Structural Gable 1 1 _ 3x4 3 Job Reference o tional D-nc 1 NorCal Lumber Inc., Marysville, 9b9ul H. Jz U 2B,. _„ x� . 2 --IN J..SfhI . ..._. . _- . 7 - - ID:rMpW4zkA_?HaJzLU26YPAxzjH2_ NdJUSfhIxLNDyBKhkysPE7Cbu2bBcG20UBS6HXzir95 2-0-0 6-5-0 12-0-0 17-7-1 24-0-0 26-0-0 2-0-0 6 5 0 5.7.1 5-7-0 6-5-0 2-0-0 Scale =1`44.9 4x5 = . 4 4.00 12 1 39. 38 3x4 _ 3x4 3 5 :4 v 40 37 6 2 - o 7 Io c} O 10 9 8 .3x6 = 3x8 =. 5x8 = 6-5-0 1Z-7-1 24 0-0 6-5-0 _ 5-7-1 5 7 0 6-5-0 Plate Offsets (XY)— 19 0-4-0 0-3-0], [17:0-1-13 0-0-12]x[18:0-1-13 0-0-121 [28:0-1-13 0-0 12], [31 �0 1 13 0 0 121 LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/deft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.15 TC 0.32 Vert(LL) -0.09 8-9 >999 360 MT20 220/195 TCDL 14.0 Lumber DOL 1.15 BC 0.42 Vert(CT) -0.33 9-10 >862 240 BCLL 0.0 BCDL 10.0 Rep Stress Incr YES Code IBC2015rrPI2014 WB 0.49 Matrix -S Horz(CT) 0.11 6 n/a n/a Wind(LL) 0.07 9-10 >999 240 Weight: 129 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 DF No.1 &Btr G TOP CHORD Structural wood sheathing directly applied or 3-10-15 oc purlins. BOT CHORD 2x4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 DF Std G MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 DF Std G be installed during truss erection, in accordance with Stabilizer Installation uide. REACTIONS. (Ib/size) 2=1189/0-3-8,6=1189/0-3-8 Max Horz 2=-68(LC 11) Max Uplift 2=-151(LC 6), 6=-151(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2453/318,3-4=-1682/268,4-5=-1682/268,5-6=-2453/318 BOT CHORD 2-10=-209/2255, 9-10=-209/2255, 8-9=-209/2255, 6-8=-209/2255 WEBS 4-9=-36/680, 5-9=-796/129, 5-8=0/252, 3-9-796/128, 3-10=0/252 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=110mph (3 -second gust) Vasd=87mph; TCDL=6.Opsf; BCDL=6.Opsf; h=15ft; Cat. 11; Exp C; enclosed; MWFRS (envelope) automatic zone and C -C Exterior(2) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) All plates are 1.5x4 MT20 unless otherwise indicated. 5) Gable studs spaced at 1-4-0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. has been for the lumber kOFESS/QN 8) A plate rating reduction of 20% applied green members. 9 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=1b) EO �tV9� ��s�Fy 2=151;6=151. 10) This truss has been designed for a moving concentrated load of 5.0lb dead located at all mid panels and at all panel points along the Top Chord, nonconcurrent with any other live loads. W C 75435 0 ;o' EXP. 03/31/2018 9 FOFGAIIF�� February 22,2017 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE for MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component not � " Design valid use only with a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek* is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - 7777 Greenback Lane fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component Suite 109 Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Citrus Heights CA 95610 l i Symbols 'Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3/ ' Center plate on joint unless x, y q offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths (Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury g � ry Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. .TOP CHORDS diagonal or X -bracing, is always required. See BCSI. C1-2 c2-3 2. Truss bracing must be designed by an engineer. For 0-11611 4 wide truss spacing, individual lateral braces themselves WEBS oar may require bracing, or alternative Tor I p bracing should be considered. ° 3. Never exceed the design loading shown and never inadequately braced trusses. stack materials on 0_ O O� 4. Provide copies of this truss design to the building For 4 x 2 Orientation, locate C7-8 cs-� c5 -s designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss, 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. P THE LEFT. 7: Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MITek 20/20 NUMBERS/LETTERS. 8: Unless otherwise noted, moisture content lumber software or upon request. - . shall not exceed 19% at time of fabrication: PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for PLATE SIZE ICC -ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension Is the plate 10. Camber is a non-structural consideration and is the 4 4 width measured perpendicular ESR -1311, ESR -1352, ESR1988 responsibility of truss fabricator. General practice is to X to slots. Second dimension is ER -3907, ESR -2362, ESR -1397, ESR -3282 camber for dead load deflection. the length parallel to Slots. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads in the plane of the truss unless otherwise shown. specified. 13. Top chords must be sheathed or purlins provided at output; Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rel on lumber values g y 14. Bottom chords require lateral bracing at h r spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings 15. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but © 2012 MiTek® All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. 17. Instal( and load vertically unless indicated otherwise. Min size shown is for crushing only. �® Ri 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal HV 19. Review all portions of this design (front, back, words Plate Connected Wood TfUSS COr1StrUCtlOn. and pictures) before use. Reviewing pictures alone DSB-89: Design Standard for Bracing. isnot sufficient SCSI: Building Component Safety Information, KA T 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, ' ! ANSI/TPI 1 Quality Criteria. Installing &Bracing of Metal Plate Wo Connected Wood Trusses. MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 TIT— �vV�� Guide ��o cood Installing & Br Connected i 1 of 22 i Ij 1 STRUCTURAL CALCULATIONS �I Devine Residence Basement Wall Chico, CA I Job Number: 17-800.4 r A ' 1 April 21 20 7 i PROFESS/�� i Z No. 01 m i )9TF CIV OF C A\_\F BiT�g I� COUNTY%I I PR 2 6 2017 D II LwL01' 141v SERVrcEs PERMIT # BUifE MENT SERVICER REVIEWER CODE CCS -r '-°- M y ie 110 Chico, California 95928 t5-30.34` 0J"02 IF S30.342.1882 www.rachico.corn DATE—f—o- �— IF> BY �I LAP WATERPROOFING MEMBRANE 6" MIN. BEHIND BUILDING WEATHER WRAP. 1/2"x14" ANCHOR BOLT AT 32" o.c. P.T. 2x SILL TO MATCH WALL THICKNESS i 2 of 22 FLOOR JOISTS AT I I z 16"o.c.. SEE PLANZu 4 O _ SIMPSON ITS HANGER w/METAL FLASHING BETWEEN JOIST & WALL.I€ (2) #5's CONT. AT TOP?{i _ � {`!ail �I CONCRETE DRIVEWAY BY OWER I`q` w/ CURB & GUT TER TO DIVERT 8" THICK 3,000 PSI MIN.[$' ,E SURFACE WATER AWAY FROM CONCRETE FOUNDATION WALL III BASEMENT WALL. x = Q v WALL HORIZONTAL i' 'iso _ EXTERIOR FACE VERTICAL — REINFORCING - #5's AT 18"o.c. m REINFORCING #4's AT 18"o.c.' I f; o i i 311 LAP BARS 38" MINIMUM Ex Lv CLR. 00 INTERIOR FACE VERTICAL I 1 HOOK INTO FOOTING BELOW REINFORCING - #4's AT 18"o.c. `tf= I=Us _ LAP BARS 30" MINIMUM &I WATERPROOFING MEMBRANE HOOK INTO FOOTING BELOW BITUTHENE SYSTEM 4000 BY (MAY BE OMITTED AT H <_ 6-0")a',''':I I '' W.R. GRACE OR APPROVED (=111 EQUAL h 4" THICK CONCRETE SLAB ON GRADE H ij-,tl REINFORCED WITH #3's AT 18"o.c. EA.{, PROVIDE FILTER WAY. OVER 10 MIL MIN. VAPOR BARRIER {aII I ( FABRIC OVER 6-8" MIR OVER 4" DRAINAGE ROCK. I'llll -` DRAIN ROCK w/ 4" �qF"�{'Ru ',i,,..`' a -I I (= MIN. PERFORATED .: - .,, : PIPE. - SLOPE S : mp 'l I DRAIN TO DAYLIGHT. AIa h,' #4's AT 18"o.c. flu ltd' FMIN .: d (7 V 3ftl it i' j{ ij {I h ii l I— �41I E 3,000 PSI CONCRETE FOOTING I » . RMIRMH: r ' °' {I H!'i:Il„ ,, bull,{f{I,:;; , I— REINFORCE WITH (4) #4's TOP —& BOTTOM. WALL VERTICAL ' 1= -I 11=1 I I=1..I_._I. . I i I=I ► i --Iii � � I- _I 61 REINF. TO HOOK 3" CLR. FROM 3-6" MIN. AT H>6-0" MIN. B.O. FOOTING. NOTE: 2'-8" AT H < 6'-0" PROVIDE TEMPORARY SHORING OF EXISTING STRUCTURES, DESIGN BY CONTRACTOR. DO NOT BACKFILL WALL UNTIL FLOOR SYSTEMS S.O.G. IS IN PLACE S CONCRETE HAS FULLY CURED. -rT- G RU`SS DEVINE RESIDENCE DRAWINGSCALE 1 3/4'=P-0 BASEMENT RGA PROJECT# 17-800.4 FOUNDATION c� m Uj 01 m BASEMENT ° DRAWN PETERSEN WALL / ADDITION CHECKED " RGA \P T9jF 11 OAK RIDGE COURT OROVILLE, CA 95966 STATUS DATE 2017.04.24 S2.1 C I V OQ� AP# 069-560-023 r . • OF CA��F -. architecture + engineering 115 MEYERS STREET SUITE 110 CHICO, CA 95928 530 342 0302 www.rgachico.com -rT- Pagel i 5 of 22 Current Date: 4/20/2017 4:46 PM r. g . a File name: \\RGA_ NAS\RGAProjects\RGA Projects\Projects 2017\17-800 Cash Misc. Projects\17-800.04 Cash - Devine Retaining Wall\8' Restrained Retaining Wall.rtw\ Design Results Retaining wall I GENERAL INFORMATION: Design Code ACI 318-2011 i Geometry Wall type Restrained Tt H Hf i i i I Ttl Df Bt Thl H Tt Ht Kd Btl Kw I Retained height H 8.00 [ft] Wall height above retained soil Hf 0.50 [ft] Base depth Df 1.75 [ft] Use key No Top toe length Ttl 2.33 [ft] Toe thickness Tt 1.33 [ft] Bottom toe length Btl 1.75 [ft] Top heel length Thl 0.50 [ft] Heel thickness Ht 1.33 [ft] Base material C 2.5-60 I �I Stem thickness at base Bt 8.00 [in] I Stem blocks number 1 �I Block Thickness Height' Material i [in] [ft] 1 8.00 8.50 C 3-60 I Materials I j Description C 2.5-60 Concrete, fc 2.50 [KipM2] Steel, fy 60.00 [Kipfin2] Elasticity modulus 3122.02 [Kipfn2] Unit weight 0.15 [Kip/ft3] Pagel 6 of 22 Description C 3-60 Concrete, fc 3.00 [Kip/in2] Steel, fy 60.00 [Kip/in2] Elasticity modulus 3122.02 [Kip/in2] j Unit weight 0.15 [Kip/ft3] Soil Modulus of subgrade reaction 108.00 [Kip/ft3] Backfill slope 12.00 [°] Description U.W. Saturated U.W. phi c Friction Ko { [Kip/ft3] [Kip/ft3] [°l [Lb/ft2] wall/soil -------------------------------------------------------------------------------------------------------------------------------------- Base Soil 0.11 0.14 30.00 0.00 16.70 - - -- -- Soil1 0.11 -------------------------------------------------- - ----------------------------------------------------------------------------------------------- -- 30.00 0.00 0.00 0.45 Loads: Stem axial load (DL) 300.00 [Lb] Stem axial load (LL) 240.00 [Lb] i Load conditions included inh t e design: Service Load Combinations: S1 = DL+H+LL Strength Design Load Combinations: R1 = 1.4DL R2 = 1.2DL+1.6LL j R3 = 1.2DL+1.6H R4 = 1.2DL+1.6LL+1.6H R5 = 1.276DL+EQ R6 = 1.276DL+EQ+LL R7 = 0.9DL+1.6H R8 = 0.82DL+EQ R9 = 0.82DL+EQ+1.6H R10 = 1.2DL+0.9H R11 = 1.2DL+1.6LL+0.9H Steel reinforcement bars: Stem free cover 0.25 [ft] Base free cover 0.17 [ft] Maximum Rho/Rho balanced ratio 0.75 Round longitudinal bar lengths to 1.00 [in] Longitudinal reinforcement I j Element Size Spacing Pos Axis Dist1 Dist2 Hook1 Hook2 [in] ----------------------------------------------------------------------------------------------------------------------------------------------------------------------- [ft] [ft] Stem #5 18.00 Int. 3 -1.02 8.19 Yes No Stem #4 18.00 Ext. 3 -1.02 8.19 Yes No Development and splice lengths Paget I a 7 of 22 Element Diameter Ld Ldh L. Splice L. total [in] [in] [in] [ft] -- ------------------------------------------------------------------------------------------------------------ Stem #5 28.00 10.00 36.00 9.92 Stem #4 22.00 8.00 --------------------------------------------------------------------------------------------------------------- 29.00 9.83 Horizontal reinforcement Element Diameter Nr @ Position I [in] ------------------------------------------------------------------------------------------------- Stem #4 6 18.00 ----------------------------------------------------------------------------------------------- Ext. Assumptions Active pressures calculation method At rest Calculation method for lateral soil pressures Boussinesq Calculation method for soil bearing pressures Hansen Frost depth 0.00 [ft] Undermining depth 0.00 [ft] RESULTS: Status OK Calculation of resisting forces VW VU6 Vim' 1 V�8 VU1 Iq W4 j VUS I i O Vd10 Description / Force Distance Moment [Lb] [ft] [Lb -ft] ----------------------------------------------------------------------------------------------------------------------------------------------------- Weight of soil over heel (W1) 440.00 3.25 1428.53 Weight of sloped soil over heel (W2) 2.92 3.33 9.73 Weight of soil over toe (W5) 101.94 1.17 118.76 Stem weight (W7) 848.97 2.66 2261.08 Base weight (W9) 698.48 1.75 1221.18 Stem axial load (DL) 300.00 2.66 799.00 Stem axial load (LL) 240.00 2.66 639.20 ----------------------------------------------------------------------------------------------------------------------------------------------------- Total 2632.31 6477.48 Vertical component of active pressure (Pav) ----------------------------------------------------------------------------------------------------------------------------------------------------- 458.52 3.50 1603.31 Page3 i 8 of 22 I Calculation of destabilizing forces I Description Force Distance Moment i [Lb] [ft] [Lb-ft] ----------------------------------------------- ------------------------------------------------------------------------------------------------ Heel horizontal soil pressure (Pah) 2157.19 3.15 6787.67 Seismic load (Pe) ---------------------------------------------------------------------------------------------------------------------------------------------------- 765.95 5.60 4289.31 Global stability j Minimum additional safety factor for soil pressures 1.00 Load case gmax qa Soil Pres. RM OTM Overt. Res F Slid F Slid. Defl [Lb/ft2] [Lb/ft2] SF (Lb-ft] [Lb-ft] SF [Lb] [Lb] SF [in] S1 1450.90 1500.00 1.03 - - N.A. - - N.A. - Bending and Shear per element I Element: Toe Station d Mu[Lb*ft] �*Mn[Lb*ft] Asreq [in2] Asprov [in2] sb [in] Mu/(�*Mn) Nr. Dist [in] neg pos neg pos ext int ext int ext int 1 0% 16.00 -925.38 2456.20 -6400.00 6400.00 0.00 0.00 0.00 0.00 - -- 0.38 2 10% 16.00 -749.56 1971.95 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.31 3 20% 16.00 -592.24 1544.21 -6400.00 6400.00 0.00 0.00 0.00 0.00 - 0.24 4 30% 16.00 -453.44 1171.66 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.18 5 40% 16.00 -333.14 853.00 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.13 6 50% 16.00 -231.35 586.94 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.09 7 60% 16.00 -148.06 372.17 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.06 8 70% 16.00 -83.28 207.39 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.03 9 80% 16.00 -37.02 91.31 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.01 10 90% 16.00 -9.25 22.61 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.00 11 100% 16.00 0.00 0.00 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.00 C 0% 16.00 -925.38 2456.20 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- 0.38 ----------------------------------------------------------------------------------------------------------------_ Maximum allowed spacing between bars _------------------- ----------------------------------------------------. 18.00 [in] Base transverse reinforcement: Top reinforcement 0.00 [in2] Bottom reinforcement 0.00 [in2] Minimum shrinkage and temperature reinforcement TOE:: Diagrams Mu - Phf4An 0.38 [int] i ® MU ❑ PhNn it I Page4 i --------------------------------------------------------------------------------------------------------------------- 64'0 00'OOL44 0000954 01710ZZ %0 0 ---------------------------------------------------------------------------------------------------------------------- 00'0 00'00L44 00'00954 00'0 %004 44 MID 00'0OL44 00'00954 40'564 %06 04 £00 00'OOL44 00'00954 09'96£ %08 6 90'0 00'OOL44 00'00954 8L'409 %OL 8 LO'O 00'00L44 00'00954 175£48 %09 L 60'0 00'DOL 44 00'00954 68'0£04 %09 9 5a6ed 00'01OL 4 4 00'0099 4 Z8'£9Z 4 %017 9 Ij 00'OOL44 00'00984 full 00'84 0 0£ /o 17 84'0 00'00L44 saeq uaann}aq 6upeds pamope wnwixew •------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- MID -- 00'0 00'0 00'0 00'0 00'0049 00'00179- £17'69 MOW 00'94 %0 0 •------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 00'0 -' -- 00'0 00'0 00'0 00'0 00'00179 00,00179- 00'0 00'0 00'94 %004 44 00'0 -- -- 00,0 00'0 00'0 00'0 00'00179 00'0049- 49'0 46'4- 00'94 %06 04 00'0 -- -- 00'0 00'0 00'0 00'0 00'0049 00'0049- E17'Z E91- 00'94 %08 6 00'0 -- -- 00'0 00'0 00'0 00'0 00'0049 00'0049- 94'5 L4'L4- 00'94 %OL 8 00'0 -- - 00'0 00'0 00'0 00'0 00'0049 00'0049- 89'6 Z9.0E- 00'94 %09 L 40'0 -- 00'0 00'0 00'0 00'0 00'00179 00'00179- LO'94 L914- 00'94 %09 9 40'0 - - 00'0 00'0 00'0 00'0 00'00179 000049- 49'42 49'89- 00'94 %017 5 400 -- 00'0 00'0 00'0 00'0 00'00179 00'00179- LE'6Z 9E'E6- 00'96 %0£ 4 Z0'0 -- -- 00'0 00'0 00'0 00'0 00'0049 00'00179- 9Z'8E 68'4ZV 00'94 %OZ E MID -- -' 00'0 00'0 00'0 00'0 00'00179 00'00179- 8Z'817 ZZ'179V 00'94 %04 Z £0'0 -- -- 00'0 00'0 00'0 00'0 00'00179 00'0049- £17'65 Z£'06V 00'94 %0 4 -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Jui yxe Jul va Jul }xa sod Eau sod Eau [UI] Isia 'JN (uW.$)/nW [u!] qs [Zui] AoadsV [Zui] baisV [3I.g1]uW.+ [3I.q-l]nW p uoi;S IaaH :4uawa13 --------------------------------------------------------------------------------------------------------------------- 64'0 00'OOL44 0000954 01710ZZ %0 0 ---------------------------------------------------------------------------------------------------------------------- 00'0 00'00L44 00'00954 00'0 %004 44 MID 00'0OL44 00'00954 40'564 %06 04 £00 00'OOL44 00'00954 09'96£ %08 6 90'0 00'OOL44 00'00954 8L'409 %OL 8 LO'O 00'00L44 00'00954 175£48 %09 L 60'0 00'DOL 44 00'00954 68'0£04 %09 9 WO 00'01OL 4 4 00'0099 4 Z8'£9Z 4 %017 9 E4'0 00'OOL44 00'00984 4£'Z844 0 0£ /o 17 84'0 00'00L44 00'00954 1717'94L4 %OZ £ L4'0 00'00L44 00'00954 £4'9564 MI. Z 64'0 00'00L44 00'00954 O17'40ZZ %0 4 ------------------------------------------------------------------------------------------------------------------- [ql] [ql] [qjl 3s!d 'JN (uA.t)/nA uAh 0A nA uoRe;S ZZ 106 j HEEL: 10 of 22 i i i CMiagrams Mu - Ph `?An Station d ! ® Mu j Station VMn[Lb*ft] Asreq [in2] I j I Vul(VVn) Phn [in] Mu/(VMn) Nr. Vu Vc VVn Nr. Dist [Lb] [Lb] [Lb] ext ---------------------------------------------------------------------------------------------------------------------- 1 0% 759.92 15600.00 11700.00 0.06 2 10% 684.30 15600.00 11700.00 0.06 3 20% 608.59 15600.00 11700.00 0.05 4 30% 532.80 15600.00 11700.00 0.05 5 40% 456.93 15600.00 11700.00 0.04 6 50% 380.98 15600.00 11700.00 0.03 7 60% 304.95 15600.00 11700.00 0.03 j 8 70% 228.84 15600.00 11700.00 0.02 9 80% 152.64 15600.00 11700.00 0.01 10 90% 76.36 15600.00 11700.00 0.01 11 100% 0.00 15600.00 11700.00 0.00 j C ----------------------------------------------------------------------------------------------- 0% 759.92 15600.00 11700.00 0.06 j Element: Stem (Block 1) Station d Mu[Lb"ft] VMn[Lb*ft] Asreq [in2] Asprov [in2] sb [in] Mu/(VMn) Nr. Dist [in] neg pos neg pos ext int ext int ext int ---------------------------------------------------------------- 1 0% 4.69 0.00 3746.22 --------------------------------------------------------------------------------- -2771.57 4170.94 0.00 0.18 -- 0.13 0.21 - ------ 18.00 18.00 0.90 2 10% 4.69 0.00 1855.54 -2771.57 4170.94 0.00 0.09 0.13 0.21 18.00 18.00 0.44 3 20% 4.69 0.00 365.05 -2771.57 4170.94 0.00 0.02 0.13 0.21 18.00 18.00 0.09 4 30% 4.75 -772.81 0.00 -2771.57 4170.94 0.04 0.00 0.13 0.21 18.00 18.00 0.28 5 40% 4.75 -1605.63 ' 0.00 -2771.57 4170.94 0.08 0.00 0.13 0.21 18.00 18.00 0.58 6 50% 4.75 -2180.98 0.00 -2771.57 4170.94 0.10 0.00 0.13 0.21 18.00 18.00 0.79 7 60% 4.75 -1908.15 0.00 -2771.57 4170.94 0.09 0.00 0.13 0.21 18.00 18.00 0.69 Page6 i Vu VC �*Vn Vu/(�*Vn) Nr. Dist [Lb] I i 11 of 22 8 70% 4.75 -1460.23 0.00 -2771.57 4092.91 0.07 0.00 0.13 0.20 18.00 18.00 0.53 I 9 80% 4.75 -897.57 0.00 -2120.60 2580.73 0.04 0.00 0.10 0.13 18.00 18.00 0.42 10 90% 4.75 -267.74 0.00 -1752.71 1752.71 0.00 0.00 0.04 0.05 18.00 18.00 0.15 11 100% 4.75 0.00 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.00 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ C 0% 4.69 0.00 3746.22 -2771.57 4170.94 0.00 0.18 0.13 0.21 18.00 18.00 0.90 -------------------------------------------------------------------------------------------------------------------------------------------- Maximum allowed spacing between bars 80% 710.79 6161.88 4621.41 18.00 [in] --------- --------- --------------------- 6161.88 Stem transverse reinforcement: 0.16 11 100% 0.00 6572.67 4929.50 0.00 ------------------------------------ C i Exterior reinforcement 6161.88 4621.41 0.54 0.13 [int] Interior reinforcement 0.00 [int] Minimum shrinkage and temperature reinforcement 0.19 [in2] I Station Vu VC �*Vn Vu/(�*Vn) Nr. Dist [Lb] [Lb] [Lb] --------------o--------------------------- ---------------------------------------------------------------- 1 1 0% 2478.40 - --------------------------------------------------- ----------------------------------------------------------------- 6161.88 4621.41 0.54 2 10% 1979.59 6161.88 4621.41 0.43 3 20% 1536.76 6161.88 4621.41 0.33 4 30% 1149.90 6161.88 4621.41 0.25 5 40% 819.01 6161.88 4621.41 0.18 6 50% 544.09 6161.88 4621.41 0.12 7 60% 440.81 6161.88 4621.41 0.10 8 70% 603.78 6161.88 4621.41 0.13 9 80% 710.79 6161.88 4621.41 0.15 10 90% 761.82 6161.88 4621.41 0.16 11 100% 0.00 6572.67 4929.50 0.00 ------------------------------------ C 0% --------------------------------------------------------------------------------- 2478.40 6161.88 4621.41 0.54 Page7 I i 12 of 22 i I i Notes i * The soil beneath the wall is considered elastic and homogeneous. A linear variation of pressures is adopted. * The required reinforcement for bending takes into account the minimum reinforcement ratio given by Code. * For bending and shear design, the critical section is adopted at the support faces and axial forces are not considered. * Shear reinforcement is not considered. "Values shown in red are not in compliance with a provision of the code I * Ld,Ldh = Development length of each bar. If the bar ends with a hook, it considers the Ldh length. i *gprom = Mean compression pressure on soil. i *gmax = Maximum compression pressure on soil. i i * SF = Safety factor, RM = Resisting moment, OTM = Overturning moment. i * ResF = Resisting force, SlidF = Sliding force, Defl = Deflection. i sb = Free distance between bars. I * If the section at which member flexural strength is being calculated is within the development length of a group of bars, the bars will contribute to the bending capacity an amount proportional to their actual length / their full development length. j I * Asprov is the provided reinforcement, considering the reduction due to the development length as described previously. i I I I. I, Page8 j I I Current Date: 4/24/2017 10:01 AM r ,,.,F�,,. a File name: \\RGA NAS\RGAProjects\RGA Projects\Projects 2017\17-800 Cash Misc. Projects\17-800.04 Cash - Devine Retaining WOW Restrained Retainiit�`GVaft.r w\ LL=240 Lb/ft �1 Angle=120 DL=300 Lb/ft 4.70463 i '50.5 ft Block 1 (C 3-60)--N , i 16 in 1.75 ft Base (C 2.5-60` WL I i I Base Soil Soill U.W.=105 Lblft3 U.W.=110 Lb/ft3 j Phi=30° Phi=30° c=0 Lb/ft2 i I I I c=0 Lb/ft2 I= 7.34 ft Current Date: 4/24/2017 10:04 AM r A. a Filename: \\RGA NAS\RGAProiects\RGA Proiects\Projects 2017\17-800 Cash Misc. Projects\17-800.04 Cash - Devine Retaining Wall\6' Restrained RetainK.rtw\ is r 15 of 22 Current Date: 4/24/2017 10:04 AM r. g . a Filename: \\RGA _NAS\RGA r 1ects\R A Pro1ects\ProJects 2017\17-800 Cash Misc. Pro1ects\17-800.04 Cash - Devine RetainingWall\6' Restrained Retaining Wall.rtw\ Cesign Results Retaining g wal GENERAL INFORMATION: Design Code ACI 318-2011 Geometry Wall type Restrained Tt � H Hf � i I Df Ttl Bt' Thl H i I Tt Ht I Kd I Bt l Kw I Retained height H 6.00 [ft] Wall height above retained soil Hf 0.50 [ft] Base depth Df 1.75 [ft] Use key No Top toe length Ttl 1.50 [ft] Toe thickness Tt 1.33 [ft] Bottom toe length Btl 1.75 [ft] Top heel length Thl 0.50 [ft] Heel thickness Ht 1.33 [ft] Base material C 2.5-60 Stem thickness at base Bt 8.00 [in] Stem blocks number 1 Block Thickness Height Material [in] ----------------------------------------------------------------------------------------------- [ft] ------------- 1 8.00 --------------------------------------------------------------------------------------------------------------- 6.50 C 3-60 Materials Description C 2.5-60 Concrete, fc 2.50 [Kip/in2] Steel, fy 60.00 [Kip/in2] Elasticity modulus 3122.02 [Kip/in2] Unit weight 0.15 [Kip/ft3] I i Pagel i I i I ' 16 of 22 Description C360 Concrete fc 3.00 [Kip/int] Steel, fy 60.00 [Kip/in2] Elasticity modulus 3122.02 [Ki /in2 l Unit weight 0.15 [Kip/ft3] Soil Modulus of subgrade reaction 108.00 [Kip/ft3] Backfill slope i 12.00 [°] Description U.W. Saturated U.W. phi c Friction Ko [Kip/ft3] [Kip/ft3] [°] [Lb/ft2] wall/soil Base Soil 0.11 0.14 30.00 0.00 16.70 -- Soil1 0.11 -- i----------------------------------------------------------------------------------------------------------------------- 30.00 0.00 0.00 0.45 i Loads 1 Stem axial load (DL) 300.00 [Lb] j Stem axiaf load (LL) 240.00 [Lb] Load conditions included in the design: Service Load Combinations. S1 = DL+H+LL Strength Design Load Combinations: i R1 = 1.4DL R2 = 1.2DL+1.6LL R3 = 1.2DL+1.6H R4 = 1.2DL+1.6LL+1.6H R5 = 1.276DL+EQ R6 = 1.276DL+EQ+LL R7 = 0.9DL+1.6H R8 = 0.82DL+EQ R9 = 0.82DL+EQ+1.6H R10 = 1.2DL+0.9H R11 = 1.2DL+1.6LL+0.9H i Steel reinforcement bars: Stem free cover 0.25 [ft] Base free cover 0.17 [ft] Maximum Rho/Rho balanced ratio 0.75 j Round longitudinal bar lengths to 1.00 [in] Longitudinal reinforcement I Element Size Spacing Pos Axis Dist1 Dist2 Hook1 Hook2 [in] ------------------------------------ - ----- ------------------------------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------ Ift] Ift] Development and splice lengths i Element Diameter Ld Ldh L. Splice L. total i [in] [in] --------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------- [in] Iftl i i Horizontal reinforcement i ! I Paget j i 17 of 22 Element Diameter Nr @ Position j [in] { ------------------------------------------------------------------------------------------------ -------------------------------------------------=-------------------------------------------- Assumptions Active pressures calculation method At rest Calculation method for lateral soil pressures Boussinesq Calculation method for soil bearingpressures Hansen Frost depth 0.00 [ft] Undermining depth 0.00 [ft] RESULTS: i Status OK Calculation of resisting forces VV7 W3 V"VIQ W8 W4 VVS I VVS VV`1 i I i I O W9 VU10 i Description Force Distance Moment [Lb] [ft] [Lb-ft] ---------------------------------------------------------------------------------------------------------------------------------------------------- Weight of soil over heel (W1) 330.00 2.42 797.50 Weight of sloped soil over heel (W2) 2.92 2.50 7.31 Weight of soil over toe (W5) 65.63 0.75 49.22 Stem weight (W7) 649.21 1.83 1190.22 Base weight (W9) 532.68 1.33 710.25 Stem axial load (DL) 300.00 1.83 550.00 Stem axial load (LL) i 240.00 1.83 440.00 Total 2120.44 3744.49 Vertical component of active pressure (Pav) ----------------------------------------------------------------------------------------------------------------------------------------------------- 284.81. 2.67 759.49 Calculation of destabilizing forces Description Force Distance Moment [Lb] [ft] [Lb -ft] ---------------=-------------------------------------------------------------------------------------------------------------- Heel horizontal soil pressure (Pah) 1339.92 2.48 ----------- _________ 3322.84 Seismic load (Pe) 464.48 4.40 2043.72 Page3 Page4 18 of 22 Global stability Minimum additional safety factor for soil pressures 1.00 Load case gmax qa Soil Pres. RM OTM Overt. Res F Slid F Slid. Defl [Lb/ft2] ------------------------------------------------------------------------------------------------------------------------------------------------------------------------_----_-------- [Lb/ft2] SF [Lb -ft] (Lb -ft] SF [Lb] [Lb] SF [in] S1 1389.01 i-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 1500.00 1.08 - N.A. - - N.A. - - Bendina and Shear per element i Element: Toe i Station d Mu[Lb*ft] �*Mn[Lb*ft] Asreq [in2] Asprov [int] sb [in] Mu/(�*Mn) Nr. Dist [in] ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- neg pos neg pos ext int ext int ext int i 1 0% 16.00 -383.52 993.32 -6400.00 6400.00 0.00 0.00 0.00 0.00 - -- 0.16 2 10% 16.00 -310.65 794.22 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.12 3 20% 16.00 -245.45 619.34 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- 0.10 4 30% 16.00 -187.93 467.91 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- - 0.07 5 40% 16.00 -138.07 339.16 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.05 6 50% 16.00 -95.88 232.33 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.04 7 60% 16.00 -61.36 146.64 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- 0.02 8 70% 16.00 -34.52 81.33 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.01 9 80% 16.00 -15.34 35.64 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- - 0.01 10 90% 16.00 -3.84 8.78 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.00 11 100% 16.00 0.00 0.00 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.00 C 0% 16.00 -383.52 993.32 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.16 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ Maximum allowed spacing between bars 18.00 [in] Base transverse reinforcement: Top reinforcement i, 0.00 [in2] Bottom reinforcement 0.00 [in2] Minimum shrinkage and temperature reinforcement TOE:: Diagrams Mu - Phi`ktn 0.38 [int] i i Mu Phi -Mn Station Vu Vc �*Vn Vu/(VVn) Nr. Dist [Lb] [Lb] [Lb] 1 0% ----------------------------------------------------------------- 1409.76 15600.00 11700.00 0.12 2 10% 1245.74 15600.00 11700.00 0.11 3 20% 1086.85 15600.00 11700.00 0.09 4 30% 933.07 15600.00 11700.00 0.08 5 40% 784.41 15600.00 11700.00 0.07 6 50% 640.88 15600.00 11700.00 - 0.05 7 60% 502.46 15600.00 11700.00 0.04 8 70% 369.16 15600.00 11700.00 0.03 Page4 1 Element: d Mu[Lb*ft] �*Mn[Lb*ft] Asreq [in2] 19 of 22 9 80% 240.99 15600.00 11700.00 0.02 10 90% 117.93 15600.00 11700.00 0.01 11 100% 0.00 15600.00 11700.00 0.00 ------------------------------------------------------------ C ------------------------------------------------------------------------------ 0% 1409.76 15600.00 11700.00 - ------------------------------------- ------ ------- 0.12 - ------------ Element: Heel Station d Mu[Lb*ft] �*Mn[Lb*ft] Asreq [in2] Asprov [int] sb [in] Mu/(VMn) Nr. Dist [in] neg pos neg pos ext int ext int ext int ------------ -------------------- 1 0% ------------------------------------------------------------------------------------------------------------------------------------ 16.00 -151.82 103.30 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.02 2 10% 16.00 -123.03 84.02 -6400.00 6400.00 0.00 0.00 0.00 0.00 - - 0.02 3 20% 16.00 -97.25 66.67 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.02 4 30% 16.00 -74.49 51.25 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.01 5 40% 16.00 -54.75 37.81 -6400.00 6400.00 0.00 0.00 0.00 0.00 - - 0.01 6 50% 16.00 -38.04 26.37 -6400.00 6400.00 0.00 0.00 0.00 0.00 - 0.01 7 60% 16.00 -24.36 16.94 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- - 0.00 8 70% 16.00 -13.71 9.57 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.00 9 80% 16.00 -6.09 4.27 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.00 10 90% 16.00 -1.52 1.07 -6400.00 6400.00 0.00 0.00 0.00 0.00- 0.00 11 100% 16.00 0.00 0.00 -6400.00 6400.00 0.00 0.00 0.00 0.00 - 0.00 C 0% 16.00 151.82 103.30 -6400.00 6400.00 0.00 0.00 0.00 0.00 -- -- 0.02 --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Maximum allowed spacing between bars 18.00 [in] Element: Stem (Block 1) Station d Mu[Lb*ft] �*Mn[Lb*ft] I 20 of 22 Station Asprov Vu Vc �*Vn Vu/(VVn) Nr. Dist [Lb] [Lb] [Lb] int 1 0% 605.92 15600.00 11700.00 0.05 2 10% 545.70 15600.00 11700.00 0.05 3 20% 485.39 15600.00 11700.00 0.04 4 30% 425.00 15600.00 11700.00 0.04 j 5 40% 364.53 15600.00 11700.00 0.03 6 50% 303.98 15600.00 11700.00 0.03 7 60% 243.35 15600.00 11700.00 0.02 8 70% 182.64 15600.00 11700.00 0.02 9 80% 121.84 15600.00 11700.00 0.01 10 90% 60.96 15600.00 11700.00 0.01 11 100% 0.00 15600.00 11700.00 0.00 ---------------------------------------------------------------------------------------------- C ---------------------------------------------------------------------------------------------------- 0% 605.92 15600.00 ---------------------- 11700.00 0.05 Element: Stem (Block 1) Station d Mu[Lb*ft] �*Mn[Lb*ft] Asreq [in2] Asprov [int] sb [in] Mul(VMn) Nr. Dist [in] neg -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- pos neg pos ext int ext int ext int 1 0% 8.00 0.00 1621.57 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- 0.93 2 10% 8.00 0.00 788.68 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.45 3 20% 8.00 0.00 130.91 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.07 4 30% 8.00 -373.03 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.21 5 40% 8.00 -744.42 li 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 - -- 0.42 6 50% 8.00 -919.36 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.52 7 60% 8.00 -787.53 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- - 0.45 8 70% 8.00 -586.97 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.33 9 80% 8.00 -338.95 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.19 10 90% 8.00 -64.75 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.04 11 100% 8.00 0.00 0.00 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.00 C 0% 8.00 0.00 1 621 .57 -1752.71 1752.71 0.00 0.00 0.00 0.00 -- -- 0.93 -------- ---- ---------------- ------ --------------------------------------------------- Maximum allowed spacing between bars - -- ------------------ ------------------------------------------------------------------- 18.00 [in] Stem transverse reinforcement: Exterior reinforcement 0.00 [in2] Interior reinforcement 0.00 [in2] Minimum shrinkage and temperature reinforcement 0.19 [in2] I Page6 �I Station Vu Nr. Dist [Lb] --------------------------------------------- 1 0% 1426.97 2 10% 1141.21 3 20% 888.17 4 30% 667.87 5 40% 480.30 6 50% 151.80 7 60% 261.14 8 70% 350.52 9 80% 407.17 10 90% 431.08 11 100% 0.00 ------------------------------------------- C ---------------------------------------------- 0% 1426.97 6572.67 4929.50 • ----------------------------------------- .inti -.1 0.29 0.23 0.18 0.14 0.10 0.03 0.05 0.07 0.08 0.09 0.00 0.29 21 of 22 Notes I i * The soil beneath the wall is considered elastic and homogeneous. A linear variation of pressures is adopted. I " The required reinforcement for bending takes into account the minimum reinforcement ratio given by Code. • For bending and shear design, the critical section is adopted at the support faces and axial forces are not considered. gill I i i Pa9 e7 I [Lb] [Lb] •------------------------------------- 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 6572.67 4929.50 • ----------------------------------------- .inti -.1 0.29 0.23 0.18 0.14 0.10 0.03 0.05 0.07 0.08 0.09 0.00 0.29 21 of 22 Notes I i * The soil beneath the wall is considered elastic and homogeneous. A linear variation of pressures is adopted. I " The required reinforcement for bending takes into account the minimum reinforcement ratio given by Code. • For bending and shear design, the critical section is adopted at the support faces and axial forces are not considered. gill I i i Pa9 e7 I 22 of 22 i * Shear reinforcement is not considered. j * Values shown in red are not in compliance with a provision of the code * Ld,Ldh = Development length of each bar. If the bar ends with a hook, it considers the Ldh length. *gprom = Mean compression pressure on soil. *gmax = Maximum compression pressure on soil. * SF = Safety factor, RM = Resisting moment, OTM = Overturning moment. * ResF = Resisting force, SlidF = Sliding force, Defl = Deflection. j * sb = Free distance between bars. * If the section at which member flexural strength is being calculated is within the development length of a group of bars the bars will contribute to the l 9 9 P 9 9 P , I bending capacity an amount proportional to their actual length / their full development length. * Asprov is the provided reinforcement, considering the reduction due to the development length as described previously. i II �I j I i i { i i j P II age8 i I �t r I' I I I � p{ I J I• i - , rt REVISIONS -t NS , I f 4 _N px cDmo I • Lt71N �I r _ 1I;T o" tarCl_. � r, jS_Tf*k� t ,r r Z� I1ILI I I I II 1x1L1 tho. �A 'I W NG rr I x r •fl 1'•�� �3c26 - O ' , 70 -oF ii 2Nl , Mi I N ; � 5 ofY t 0oC�ay5vt , ..�tt tt fcQ�• ,zt>O,ao�Jfi nV.ANoaENa�raN.J . . , - - a+ ..0N,ac 6B ,Y GGLUMP VN IIOV WALL 1 20•o 220V WALmoiN,X1 IL81rc N5o4oX0 TM' ;.4040 XD .5o6e Si 00XC.. F 00XO 9 -KF I pAY NNALCDM6 A CAP � NO;5WAU'W L uff WEB- a5EtLW IO.5 W LE7I78Q Ll�N L-41 it PG �N 011 1W, 49 ~t' WL I�fi �LOQ.Ha�X w O ff WK"" 6owFArtWt JM on Lr 3 CL 45 CL 4A5 sWr� 03 5 wA� z® SMOY��tt Aan g W teppyy 5"AM'WWJNnCW �crc�r A'h 2 to 22 x30„ MIN Scope Of Work. ATTIC ACCESS GLiG FAN WK t�� Cws) ss�rlno EXISTING C+ The project of square feet Kitchen and Living Room aga NEW ac cw addition n to the existing home, There ,s also the addltrorof4a2 Square feet of - t.1 1. r�r .._ .... ty NII 28 -5 ` III r c ! _ z� > " 11 � f7a'D�z s DS c¢� O n Deck. IL 0 The existing home l a n v n t l o n a l w a n d frame a m — e b u d d r n b ,- w` i t I n< 1994 9 4 i n� �F�Gf?A1f�SPAG compliance with the Per the UBC.1t has atarsed oorona 7N. �iaNWA? I51 HW "M I� f,2X4 continuous foundation. Theroof s stick with composition frnsh.a a 12 Gd G"Af 715'D5A® WL �NNG Exterior wall finish is Masonite tTrowood} lap siding. Bracing methods 1 xet In diagonal. 2Q FLS OVEN r LFN- L Mr VTW. WW G �SroThere no alterations n nor removal of existing of bracing N2X6 WA. oa excepting the removal thenorthwall. There Is retrofit bracing far MAMIN� WASI compliance as on the 5 N.2iNUThe design complies R602.1 .2. N. 0XD N. 6o40 XD The hasam manufactured truss roof and a portion of the existing L-4, L 41 NDi�S home's roof is replaced for match and compliance with bracing. The existing HVAC shahbe replaced with news II# system. 461-0, The 201.6, to the new rtiansof this work, Mandatory Code existing:. All new work shall CRCCM,CPCand CEC �wc0.-n.. 'J �z �wSmokeDetectors and Carbon Monoxide compliant wHvmO LATERAL BRACINGthe nates and R314.3.1. And R315.2.2. z jNApproved seismic straps for the existing water heater shall be DESIGN CO L 01 CIc- n4IESWI TABLE 602,10.1.3. wzCLTHE ENTIRE NEW EXTERIORSHALL BE CONTINUOUS PLY WOOD OSHEATHING PER NOTES BELLOW. c NEW EAST ANS WEST WALLS SHALL BE INSET 3!8 TO The workkdaes nofchan9etheuseor0ccuPancY,SHEAT IN T4 PLANE WITH EXTING WALLS CL -i The 2016 CBSCrs applicable to the new krtchen. O Seecompliance form ODENOTES 3{8 MIN APA RATED PWOROSBSHEETING OVER 2XS DS SPACED 16 0!C (SEE EXTERIOR WALL FINISH NOTEBELLO m w NAILING- -I, �. ,I F 1s l tI I 11,�biI-1 ” ,L�-- IIiji i _ ��rt � to 5 II!IICI 1I f �X A�. i 8d � 1C S6 O /.. C ED GF(EN) ( EN A ND 1z�K2 ,•'oO FIC F IEL DG. E_ N TO TOP AN D_ ..,.} ._ a / � i / _ Ci 3 � _ .1. T h e 2 0 u 1 6 C R C C E C C` M C .. �. .. � C _ _P , C. .a. _ n d CalifC f �E n• e r 9 Y C - o d e a r eBOTTOMPLATES(SILL). BLOCK ALLPW FOR EDGE NAILING applicable to this project L BRACE PANELLENGTH. PERMIT Lu TV" TV" uTTE COUNTY DEVELOPMENT SERVICES W �_ S rrnkter system required EXTERIOR WALL FINISH 518 APA Wl GRODES R313.2 Exception. not requiredforaddtt►onsto buildings AS PER EXISTING A ALTERNATE TO 318PV: thatorenota already provided rrSldBRtra! sPnnkierPROVIDE VAPOR BARRIER BETWEEN PNAND FRAMING. Nsystem. NAILING- 8d GALV. 6 OIC EDGE(EN)AND 12 O{CFIELD. EN DATE BOTTOM PLATES (SILL . LOCKALL PW EDGES FOR EDGE NAILING. ATTACHMENTS TO THIS PLAN INCLUDE: L= BRACE PANEL LENGTH. TITLE 24 CERTIFICATE .OFCOMPLANCE U ENG. TRUSS CALC BY TRUSS MFG. � Design: I to .•r;D-.s_tOL Addrkron to Existing home. 4 - o. Seismic Design _ Ys dWind deer9ns speed 110mPh 3 second BRoo =2QLL 10DL psf. ABBREVIATIONS. Floot_4 c UNo_ UNLESS OTHERWISE. TYP�TYPICAL. Foundation allowable bearrn9_1500Psf n MFG MANUFACTURE. BY BLDR _PRQVIDED BY BUILDER Conventional wood framing. �fI a s .coO_ec BC BOTTOM CHORD. TC_ TOPCHORD. mo ` wvlttorNaoo9 CN_NEW. EF� TING NTS_NOT TO > APE= AS PER EXISTING EXISTING. SP�f' Occupancy of � �L 20. FCLR MINfMUM CLEARANCE. LBW_ LATERAL BRACE WALL. Use Type Construction Sq at Ft S Ft f" I iFF FINISH FLOOR. EG EXISTING FGFINAL GRADE. R-3 V_ OSFR y �_p£NL�� �-1 1200 4�a 1ss0 �.e_oPL_ PLATE LINE ,.cEOPen deck U '3 av_B 4024s6 715 o.cO T. CONTINUOUS.FTG_FOOTlNG. a(Pathan of ewsbn deck removed) EDGE NAIL PLY PERMOTES. _ �aci��r�s Arlin/�A W__ PLYWOOD. Renovated area PTS PRESSURE TREATED SILL V_B 581 AB ANCHOR BOLT SB-SQLtD BLOCKING. F_ SOLID FRAMING. BLKG-BLOCIKING. wAr�G_ GABLE ND. HDRHEADER.GV GABLE VENT DRA S= SEWER CONNECTION. NG - ss � m : .�._�V �.,._. . q1�•� ���� t`�?Z#i N A TU RALG AS S ER Vl CE L P L t U IQ P R OPA N E SHE T IN D . i .. a H PGE _ POWER SUPPLY u v BUM - COUNTY SHEET 1.S SITE SCOPE OF WORK. DATE FLOOR PIAN. 1 Existing conditions and dimensions:2017 LATERAL BRACING NOTES GALE The existing dimensions ns shown may vary adual conditions. ons.The contractor shall dimensions, and existing DEVELOPMENT SHEET2. ROOF PLAN JOB NO. . conditions #the1ob to nor tocrm commencing work and notify SERVICES FLOOR FRAMING PLAN designer fanYpertmentdrscrepanc.es. FOUNDATION PLAN For an certain features ofco construction an finish that are fully U2 SECTIONS SHEET, shown onthese drawings or nates their construction similar to that rsshown. SHEET3 ELEVATIONS Tie zo . .. DETAILS SHEET 4: NOTES 2$Ar ,. . of `' _ I SHEETS S r/{ T T - - - - L r I I i i 77 T� i OWN 1!�!! REVISIONS BY 2X6 UR MCM NG RK NOS N, 2Xb J0155 K(A Ib" Iq29 -d (3) I Od Nfst.S ` , _.9. , Ia -0 tQ Bc —' AM N. 2X6 MCA IA N. IX12 r f7F 13M AC44 EA 1t7 Z 51 . N. r -e r r -71 1 r _ l 1�a . 2 1� I� .._ �t�Ac u►� � I I W � I ®' i I® N fiX I NAtE �t !'r5 PC;St L l Al. D R Iff,,t10N ON !;A �� i��t51a� 2 \-- i i i _. J E. X P 1' L �. W/ 05 ACC�9 05T : N, �Xh pt n� p051' N. 20 X i n X 5Q 2 �fG �'YP PCJSt t ANC N � 12 G{�� 11'x' ?Yi' st E. �X& G w! AC44 t'1" i� 2 bXb , N , - ' _ t'OST 0) IOJ NAL5 51PE C 4�fi _ 13501 ♦n W Cl35Qbb r , N, 20"50 X 12" n F1'G _ U412 � FOR }#1G 6 FOR f1Ct _ -- � r>� _ r .G• c r r -I 1 1 I I its L- J L E. �tX P t 4 fJ5 Ib" Y, 11 0 a , c � N. 2X6 J0151' ! _ Sb % E. 2Xb ..�51'S 2�} c J�1'i � � / zo _ 3 d to �� Dt'7cvl.CYA O rm DECK FRAMING N NOTE.. rr t,rc2b t , N. 2X8 I.�pG�K' 1'YP i .. t . PROVIDE SOLID 2 � X6 BLOCKING BETWEEN JOIST OVERALL NEW BEAMS.N. M 20 r _... s ._ _.LOCATE BLOCKS INSIDE RAIL POST Z r----- ATN.`2X6 WAL��AMING1� r _ 1 RAIL POST LOCATIONS �IP N, I2 SQ IZ ?'X12W� C4NPPimE -q f 120mSEE RAIL POST DETAIL FOR ATG f Yr I I _ , 4� W/ �1~J`i�CC11'� �, G 3 CONNECTIONS. I I / 0 1� lil files 0 PROVIDE 2X6 FACIA T4 MATCH . I IC I15� 51JP50v XP ) i I EXISTING. u � _ I a I fI _ I i g 4 II it d G 1, a C C5GAi r�ibii _ 3 PEP N 5 N. 7� I � I s� a I .�r � 4 I I I DECK MEMBERS. rT— I 1. ALL DECK BEAMS POST, JOIST, AND LEDGER SHALL L BE DF2 II _ 0 _ I E TREATED.I PRE$SUR Q .� rte► I S . . I 2, FASTENERS FOR PRESSURET VSA TREATED WOOD SUCH AS BUT I�..d NOT LIMITED TO DECKS AND RAILS ARE TO BE HOT DIPPED 'GALV.IT STAINLESS S ZINK S TEFL SILICON BRONZE OR COP PER : �II _ _ca .- �. ___ S S1M WA..L :. .w EXPOSED TO FATHER. N. OY 41Y4X L _ UEXCEPT HERE NOT BELLOW 6 ABOVE GRADE NOT 3. EXPOSED DECKING SHALL BE RWD CON COMMON .. _ ._.. II � S I _ I S OR SHALL BE NATURALDURABLE WOOD OR APPROVED 1 I � I PRODUCT ALL RAILING POST ANDBE MEM RS SHALL BE RWD, 21- t1— 1 I WOOD COMPOSITES SHALL BE INSTALLED PER MFG SP CF. + m1 11 , I _ _ I Rt II s i ------ISA � I - it M i I I P .w �. SEI" SHEET R 1 � Ql�' 4 t&13 n(�G s� 1 _ t , o H— DETAIL F TAIL. S 1 FOR C. >� �. l F QST. 30 .,.., I RET I � � AIMING WALLS. LS. U 51 '� t I I MP5t1 5� XP 11,E 1.81 I I I l 1.86 l=C� N. tt tYP ' , . I Bis � . . L eaj 4 Td fleg t t _d Ih� t Za+1 't� t Xo s t � Ff� *`1 Lt.L �i F M c 2X8 Pf5 t �n SPD M 2Ki Q tt # 't L 1 „ L ( ; 20 -© 1 l PERMIT # �C BUTTE n COUNTY DEVELOPMENT SERVICES ov- e__ 1::Bawl tk�-i � SEE SHEET R 1 FOR VI I l ..... T REVISED REVIEWED FOR 1 r771- 4 R � Folz � i1 '� SEE SHEET REVISE ,�'�" 'FOUNDATION PLAN. . CODE COMPLIANCE FLOOR FRAMING PLAN .._ ii ATE BY &0� i w 1 i d o v � f I i2 f ( 4) !tea M55 0 ( -4) A35 i'PLi55 1"0 WPi.G f7G 11; v � N 5 � C�?AG� WALG GAt� r O A 6 scl5soV pus ( �k) A35.151� nc PEACE WALL PLAfE 12 I i L-4' 1 � I _ a t. --:5ff 3 L-4, I- . s I I L � 1. 3 n 0 N. VAI L 1, 1�p t+1� o G 1�( 2 .i55�5 # C 2 Xb t C w 5�A GH � ) �, 2X6 t � �t�i?5 2 � Q # t. Ij r N f Twl �rTf 1 I I I~ �c �n g � o `4tA LL 1✓ I . NE '�� i1LK 51U?AG mCW 1:1 CLtf QNWAGI l'/ � r � 11, t X I�CtI C RCVS v .... yr l HE _ S SHEET 1 EE l g \j , V u F DETAIL S FOR D 4 i I c� : � I a-. ... bCTXi\ii\If"d LX)X I i aM ♦ I .. -. DRAWN CHECKED DATE . .17 SCALE JOB NO. 177• ofAT SHEET OF SHEETS I COMPOSITION ROOFING: REVISIONS 1. COMPOSITION Rfl0 L B :�4'�(�i NS By ROOFING SHALL E � v,1 PW t'�� Nod 5 RATED CLASS A. PER CRC AB 2 vel too � TABLE 945.2.4.1 a t 2. PROVIDE 15LB UNDER FELT. �w1 3. ROOF GUTTERS SHALL BE PROVIDED WITH A MEANS OF N. 2X PREVENTING DEBRIS ACCUMULATION. ti '( Orr. of X4 0UT1CACU2Yc I rr 1— 52 o "i - N VA{ L 0 G .L�5� G �' S 5 2 u (2X6 fC w/ 5W CUf o N4RfN N, TI,AL G 5 1 t rn r i 1 f M1 N 96 -To w r 3 f l STEP A D DIN N LANDINGS: 1 f O E A 3fi"W MINX 36q D t� CONCRETET LANDING DECK A ACCESS AND 11 - CCS NEW FRONT DOOR. LANDINGS �_... D S SHALL BE FULL N, 2X 5� WAL _._...... WIDTH OF ACCESS. ,. n rt o t 4) A, 55 0 FOR STEPS � W S THE MAX. RISE SHALL RI9 I S 7.75 AND MIN. TREAD i % SHALL BE 1 R311.7.4. jAST L oMa WALL MAt �. FOR FOUR OR PROVIDE MORE RISERS PRO E A HAND RAIL O T � NA � rl 8 .LEAST ONE SIDE. N, 8 11 11 AIM EXTERIOR SIDING: C S G. , HANDRAIL SHALL. BE 4 Ml 3 NANO 38 MAX /N HEIGHTAND SHALL N vJ EXTERIOR SIDING IS CONTINUOUS O UOUS fl VER VAPOR A OR BARRIER OVER ZX COMPLY W! 8391.7.?. FRAMING1 ! 6 o c. n EXTERIOR SIDING IS 5! THICK CK APA RATED WOOD STRUCTURAL UC URAL PANEL SP PER 8604. AND NAILED P T PER LATERAL (WSP) RAL BRACE NOTES. - rl 0 N t1 1 N, 2X4 51'1,11 W G t ALG 16 App 'ALL EXTERIOR OR APA RATED PLY WOOD SHALL HAVE LAP EDGE. -- BUTT EDGES . OP SHALL HAVE Z BAR FLASHING. SH(NG. } TYPICAL 1 X3 TRIM FINISH SHALL A S LL BE USED S AT CORNERS, DOORS, AND a� WINDOWS. W . s ALL EXTERIOR SIDING AND TRIMS SHALL BE APPROVED BY OWNER. COMP Poor oV� MNo1�5 W0019 E OCro 5 �11a�.Al. pAN�I.51�AiNl�i� 12 Y? I APA IM ,�,/� �}�C, I� IOW [''�� No1� r r N. MI✓t 5r✓I G .JIJF. { � 2 �' '� W H-1 CLIP �A MSK f I' l/ o LAS 2Xh 1'C 5W CUf o CN MV C4 G � �A i3LK , PERMIT IT sr>ws wocro sews i'YI'' �N PW ES � r rrE CO U NTY DEVELOPMENT SERVICES t� JAI C7C� 5 u 5tf�faG�� VrLY 3 d ...✓"" B 4-' �'lGAL I c '� W FOR F� 2 R��/l 2 N MINAI. � i~ I.El7 � COMPLIANCE CO _. TE 7 BY 12 DA T rr Excerpts 20 er is from 16 om the CRC Fastening n to In SC N. � I✓ I P Schedule Table ASr� A GI,I"i"�� AM e R 2. l � 60 3 2 J l+1 N.Y?joist a P 1 _ l3oAl� �l I . BI FIN15H � Blocking between etween I o st 2 38 w 2X 9 1 d common 2/2 X.113 Wads 6 � IA � A5� PACKM 5. Ra _ • Rafter to To Plate (truss) toenail II . a 38 d common, n 2/z X.11 i } 3 Wads 11 Double A oub e studs fa nail _ face i a 10d 3 ..x0.128 24 o/c 1fi. i 2 � Stud to sole I _ ate toenail oe ad L.�f?G��NA _ 3 �t�51�N�K 5f'ACIivF MAY C3� , -8d 2 2 x p / 4.135 or 2 1 fid � i1 17. Stud _ t d to sole late ' en 5 d Wad _ 2 1fid 3h I~ i P x 0.135 Gt' 0 Td AV©it7 iN1���I�NC� , 23. r _ Jost to sill, toe Wad r✓ 3 d \ , , 8 common 2/ X .113 :Wads . WITH I f AI? t �.Ni' r h KO fC�i' � .�? 5 Ji15 M 1 2fi. Rim , 1 joist t I - II N. 2Xh to 8d 2 �'i�.ln WALL 1 l X. nails- 1- , 3 a s 6 o/c RAILING NOTE. II it 16 o c , a 4X4 RAILING P W �I9 G O T o S TOBES MAXo , C 3 MIN, POW ANDBOLTED BEHIND FASCIA PER N. 2X �i SiI,� itW L E ( 5 rr e D TALWITH2 a /x MB. MFG METAL _ rE o i N , 11 1 Ahs 8 16 c W/ X19 N / I , M1'L MI�� PICKETS C STOBESPA CED S© H 3 THAT A I 5F&-INC,� 1. 4 - SP HERE MAY NOT ASS. RAfLT MIN. <;OM GiOffOM O 5M W000 5CMV6 Of t F pI 1" II AIS , ��I��� � ��n IST f BE 42 HIGH ABOVE FINISH DECK. PPOM ENI2 II tl.- r C X t�0 �" R312.1.3, Ii 5 II,. N, I II / APS _ rr 0 n G I 1 u 11 bd � r I OR ttA Ox DECKING PER NOTE ACJ MR N 015 rl NM �ITW N "'�VI'W A�'2X p� 6 1'S511,1. r . �I ^jf o 2 -.4-V I��I�� L n I% ff�� IM 2 S�+ G /W I�� N. 2!\V ..t4/ I5�"5 GX CALK Vt I b 5 � � rr` II 0 T�fP 1 L5L RIM Ir G IU5 I ,81 I I, IIY8" 1"JI 16 /' S� / 88 p a - N, t �1 FROM 2X10 N. 2X6 C1FFlA N. 2X .., 8 Lft9G�I; fJI TV �N FLool; 5W INCA NG 1" Nr 4XI213�AN1 TO 51LL s 1?t'r2Z IN TALL �Ww rl IW ALL 2X4 5 G 11�i? WALL 16 11 1" P05 N. X I'�' I� � � 5 05�" W AI'C44 u 0 N. 2X6 5�1aCJ WALL I6 G AI's ! I rr r� _ >� ( XI a Ari w 7 � p � 4 I a Z. � 0 MRN 3 47 015 V��r l x t . tt n 0 ri IZ MA � v #4 IVr 0 4 e ISN �Xp c F�'IZ AW51VEAP MR / r' • N 0�5 � ACKfIE.I, t 22" N. 0 �# � 22 C J • Vlr r 2X I�1' .� 5 ILL N, � 5 C�Q�� N. ��'�+ ri c� t PAPOCT _ I 3 z+Ma GCS, 51.A6 p� >� Not�S Q � n --► I � o ' i Q I L� AGH � IZ"0 e - 2 P/�1 . VAPOR PA&VIZ CO QQ % If at � l % DURABLE RABLEWQ WOOD: ��'ILL _ �.....�.! I. PT S P RES S UR ET TREATED TE D SILL. 2# To DkiLYY.� 2. ALL WOOD ToCONCRETE SHALL BE PRESSURE RETREATED.Q 2) # �I IZI � 3.PROVIDE QVIDE PT S FOR L SILLS OR ANY AREAS EAS LESS THAN 8 T4. /�K�QKS�oC GRADE. E. . Ia I" r t?Tti7 4. P ROV ! DE CLE AR AN CES FOR JOIST AND GIRDERS ERS AS NOTED ED IN u FRAMING NOTES.N, 2ar (it 5�t _ I� 5 .PROVIDE IIDE 1{2 EN D C LR OF GIRDERS R SAN© CONCRETE WA LL S.12ri 6FCPOSEDDECKING SHALL BE NATURAL DU RABLE WOOD 'FOOT 7.P PRESSURE SURE TREAT ED O R APPROVED D PR OD UCT. 8. ALL SIDING ALL B E MIN 6 CLR TO GROUND O UND AND 2, CL RT O { f CONCRETE ETE F LATW ORK. r.. 1 L r r !Z I DRAWN L►. ; CHEC DATE 77F SCALE JOB NO. -0 (0-7 SHEET . OF SHEETS ; -- I,� 77F Energy Notes: _ PERENT REDUCTION WATER v _ A For h Title 0 compliance 24 this alteration c # # #ton re utres man P 9 mandatory ' ELECTRICAL L NOTES: A 200AMP SERVICE E CE PANEL I S LOCATED AT THE EXISTING GARAGE. GE PROVIDE FOUNDATION NOTES. 1. THE FINISH .GRADE F G ADJACENT THE FOUNDATION ( ) SHALL FRAMING RAMIN G , .NOT ES. - measures applicable to the existing home. PP 9 ' AN APPROVED SUB PANEL IF NECESSARY TO SERVE THE NEW ADDITION. 1. BOND ALL METAL SLOPED S Q D AWAY FROM THE BUILDING AT A SLOPE OF NOT LESS THAN _ 1: UNO ALL LOAD BEARING ME - MEMBERS OFSB. ALL DECK FRAMING MEMBERS BELLOW FINISH FLOOR DECK SHALL BE (DECK) Floors. ExistingExisting g Revised New Ar s ea A GAS AND WATER PIPES TO GROUND. ALL GROUND OND LAMP CLAMPS SHALL BE ACCESSIBLE, CEC250.104. { ) o � o 5 /o FOR A DISTANCE OF 10 . WHERE - RE PROHIBITED A2 5lo SLOPES HALL BE PROVIDED _ ' RESSU RE TREATED DF2. - No R-19 2. ALL 125 VOLT, 15 AND 20 AMP OUTLETS SHALL BE TAMPER TO AN APPROVED PROVED ALTERNATE METHOD OF DIVERTING ER ING THE WATER AWAY FROM ROM THE FOUNDATION. 8401.3 PROVIDE METHOD OF ( } 2. ALL WOOD TO CONCRETE SHALL BE PTS. . • . ' Watts, Existing g . . Existing Revised g ed N Ar ew Areas `RESISTANT . 3. PROVIDE GFCI FOR ALL OUTSIDE &KITCHEN PLUGS. DIVERTING WATER FROM UNDER FLOOR O T Q OUTSIDE O N SLOPING 3. PROVIDE �� DOUBLE TOP PLATES .WITH 48 M! N. LAPS. _ » 4. ALL LOAD BEARING STUDS ARE 2x4 16 oc: R- 11 . No ` - R 1 4. ALL O IDE OUTSIDE PLUGS SHALL WPlGFI (WATER PROF G (W ROUND GRADES.: 2. PROVIDE SLEEVES TO PRATE CTALL PIPING THROUGH CONCRETE EXTERIOR R OR WALL STUDS UDS ARE 2X . 6 (EXISTING WALLS ARE 2X ( 4 ) - 5: LINO ALL HEAD - ERS 6X12 DFSB. Lavatory faucets residential ., . �d Ex Existing Lids: Ism 9 Existing stn Revised 9 N Ar NewAreas . FAULT FAULTPROTECTED) NE T C406. A B 8 }( ) THAN KITCHEN , ALL NEW 15!20 AMP 120V OUTLETS SHALL BE - FLOORS A LOOS ND WALLS _ 4. ALL NEW FOOTINGS SHALL INTO UNDISTURBED SOILAND !S . AL 6 L NAILING TO COMPLY WITH 016 TH 2 CRC NAILING SCHEDULE TABLE `NAILS 8-30 Yes. _ es. Raise to R 38 _ R 38 Lavatory faucets nonresidential BASED ON AN ALLOWABLE BEARING CAPACITY F C O 1500 PSF. 8602.3 1 . P {) EXPOSED TO WEATHER SHALL BE GALVANIZED. ExistingWindows: Alum a dews m s sh, dual glaze COMBINATION TYPE ARC -FAULT CIRCUIT INTERRUPTER PROTECTED. NEC210.12 5. STRUCTURAL CONCRETE IN SDC Do SHALL BE M IN. 3000 PSI. » ?..CRIPPLE. WALLS WITH A STUD HEIGHT F , , » O 14 OR MORE SHALL BE BRACED WITH 3!8 PW NAILED TO THE TOP AND BOTTOM PLATES. ExistingAltered: Removing 2 404o windows on altered north t g O wall. 6. CONDUCTOR R 4 - WIRES WITH AN INSULATED NEUTRAL AND 4 PRONG PRONG MAX SLUMP OF 6 PERMITTED... 6. REBAR SHALT. BE ASTM A706 GRADE 40 AND ALL LAPS ARE 40X BAR _8. PROVIDE P ID E DOUBLE TRIMMERS S FO RO OPENINGS OF 8 FEET OR MORE 9. CAR CARRYALL POSTAND SOLID FRAMING TO FOUNDATION WITH SOLID New Windows. Alum thermal break recommended for match with existing.BLOCKING OUTLET IS REQUIRED FOR 220V COOKING APPLIANCES. 7. KITCHEN WILL HAVE 2 OR MORE 2 0 AMP DEDICATED OUTLET DlAM. 20 { ) 7. ALL STRUCTURAL STEEL S E L EMBEDDED I N CONCRETE SHALL L HAVE A AND/ OR FRAMI NG ...._ , Alternate may be vinyl sash. Y Y • CIRCUITS FOR SUPPLYING COUNTER SPACE OUTLETS ONLY. , MIN. 3" GOT/ ER. 9. HE MIN. CLR.` BETWEEN » N GIRDERS AND GRADE l 8 12 . ; All n new windows shall be Low n sized .. E and s e as noted.. Minimum Performance - Or Lower U Factor, acto 8. PROVIDE SMOKE DETECTORS/ALARMS, IN ALL EXISTING BEDROOMS AND B. TYPICAL I „ » z X 10 ANCHOR BOLTS AB ARE LOCATED 6 0 { ) cAND n MIN CLR :BETWEEN FLOOR JOIST AND GRADE 1S 1$ ; 11. NOTCHING AND BORING OF WOOD. .32 .. , .25 Or Lower Solar Heat t Garn Coefficient. AREAS ADJACENT TO BEDROOMS A S INDICATED ON FLOOR PLAN. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORlALARM IN „ " WITHIN THIN 12 31!2 MIN FROM EACH CORNER AND S ( } ILL SPLICE. = �� EMBED 7 MIN HOLES IN BEARING WALL STUDS SHALL NOT EXCEED 40 o /o OF THE • HVAC. H AS SHOWN ON PLAN. . 2 BOLTS PER SILL, FOR DOUBLE POURS USE 12 -AB. 9. WHERE E SLAB IS NOT CAST MON MONOLITHICALLY W! FOOTING #3 STUD WIDTH. HOLES. IN NON BEARING MEMBERS SHALL ALL NOT EXCEED o Replaced with News split system. New ducts under floor. p p _ y BATTERY OPERATION OK FOR RETROFIT. , VERTtGA L DOWELS Wl STANDARD HOOKS ON O EACH END SHALL 6 0% OF WIDTH. CRC 8602.6 9. ALL LIGHTING WILL COMPLY WITH 2016 CA. ENERGY CODE. PROVIDED AT 4 oc: 8403.1.3.2 HOLES SHALL 8 E NO CLOSER TOP 5/ » 8 OF ANY MEMBER EDGE. SEE ADDITIONAL LIGHTING HTlNG NOTES BELLOW. 0 » 1 .3X3 X.0229 INCH PLATE WASHERS ARE REQUIRED ON EACH H BOLT. SEE MFG RECOMMENDATIONS ON JOIST HOLES AND NOTCHES. 12. BLOCKING: ' HVAC 10. PERFORM ALL WORK IN ACCORDANCE W/THE 2018 CALIF. ELECTRICAL CODE CEG .NOTHING IN THESE P { ) ESE LANS IS TO PERMIT WORK NOT SLOTTED WASHERS OK. THE HOLE IN THE AB PLATE WASHER IS THE BUILDER SHALL PROVIDE BLOCKING FOR THE BACKING F O 1. PROVIDE NEW SPLIT LP HVAC AS PRESCRIBED IN TITLE 24. CONFORMING TO THESE CODES. PERMITTED TO BE DIAGONALLY SLOTTED WIA WI DTH OF UP TO 3!16 „ LARGER THAN THE BOLT DIAMETER THE SLOTLEN LENGTH G SHALL NOT FIXTURES, XTU ES, FLASHINGS, TOWEL BARS, &AS NECESSARY FOR OTHER 2. PROVIDE A LP PAN FOR UNDERFLOOR INSTALATlON. 3. PROVIDE A LEVEL CONCRETE SLAB FOR OUTSIDE 11. LOCATION F !ONO OUTLETS LIGHTS SHOWN ARE APPROXIMATE AND MAY BE MOVED TO SUIT. _ » EXCEED 1 314 PROVIDE A STANDARD GUT WASHER , SER BETWEEN THE PLATE SUB CONTRACTORS. , WALLS SHALL BE FIRE AT A MAXIMUM SPACING OF 10 OC. .CONDENSER UNIT. NI TO „ UNIT HAVE A 3 MIN. CLR. TO FG. X WASHER AND NUT R403.1.6.1.AND 8602.11.1 { ) PROVIDE FIRE BLOCKING AT ANY LOCATION SUCH AS DROPPED 4. PROVIDE AN INDEPENDENT MEANS OF DISCONNECT FOR fountains LOCATE WASHERS WITHIN 1/2"MAX MAX FROM SHEAR WALL EDGE. CEILINGS TO PREVENT DRAFT BETWEEN WALL AND FLOOR OR ROOF. THE ELECTRICAL SUPPLY FOR THEPROVIDE AC CONDENSER UNIT DE GFCI LIGHT AND OUTLET IN UNDERFLOOR AREA. 11. ALL WOOD TO CONCRETE HAL SHALL BE PTS. ZX SOLID BLOCKING SHALL BE PROVIDED OVERALL BEARING N LOCATED WITHIN SI F THE U SIGHT O NIT. E (SEE LIGHTING NOTES { ), 12. SLAB IS A MIN. THICKNESS OF 4 » . WALLS,'BRACED WALLS AND GIRDERS OR BEAMS SUPPORTING LOCATE A GF! OUTLET WITHIN 25 OF UNIT AS SHOWN ON ' PROVIDE LIGHTAND SWITCH AT EXISTING UNDER L U FLOOR ACCESS 1 . SLAB 3 SHALL HAVE A 6MILL VAPOR O BARRIER BETWEEN MEMBER S. -FLOOR PLAN. SERVING THE NEW HVAC UNIT. SEE HVA T C NOTES) { } n SLAB AND BASE FILL W! 6 MIN. LAPS. = 5. GAS FIREPLACE SHALL BE A DIRECT VENTLL SEALED COMBUSTION ALL UNDERFLOOR ELECTRICAL SHALL `GFCI PROTECTED. 14. PROVIDE » O E A 4 NONE EXPANDABLE E FI (GRAVEL) GRAVEL BASE FILL. P TYPE. VENT SHALL BE 3 MIN LR TO C BUILDING OPENINGS. 15. SLAB SHALL BE REINFORCED CED A T SLAB . <. .. , .. ...... .. .�.,.. >. . STOVE SHALL BE LISTED AND LABELED AND INSTALLED PER THE CENTERLINE NE P ER ONE OF THE FOLLOWING H G MET ODS. ?��.:... LISTING. INSTALLATION ON MANUAL SHALL BE AVAILABLE FOR REVIEW X A. 6X6X10G REINFORCING RGtNG WIRE. X BUILDING INSPECTOR PON REQUEST LIGHTING: B. 18 8# REBAR GRID AS NOTED PLANS.... PLYWOOD D (P�BY ALL LIGHTING WILL COMPLY WITH 2ti6 CA. CODE. SEE ATTACHED ALL PLYWOOD OD SHALL L AT BELEAST T THE THICKNESS NOTED ON THE FANS AND VENTS_ TITLE 24FOR COMPLIANCE. STAIRS AND PLAN. ALL PLYWOOD IS APA RATED. ALL VENT � S VENT TO OUTSIDE AND SHALL BE 3 M! N 1. ALL INSTALLED LI G HTS WILL B E CONTROLLED BY VACANCY OR n P PROVIDE A 36"W MIN X 6 3 D LANDING AT THE NEW APA RAT ED OSB Y MAY BE B SUBSTITUTED FOR DX R C ROOF SHEETING. 'CLR TO ANY OPENING IN THE BUILDING. G. CMC504.5 OCCUPANT SEN AND WILL BE NIGH EFFICACY. FRONT DOOR AND DECK DECK ACCESS. SEE HVAC NOTES ALL PW PANELS S HALL BUTTAT CENTERLINE OF SUPPORTING ALL VENTS S HALL HAVE DAMPERS. 2. RECESSEDMEM LIGHTS INTO INSULATED LATED CEILINGS ARE REQUIRED T TO FOR ADDITIONAL CONCRETE P ADS 1F REQUIRED. BER WITH EDGE NAILING EN FROM EACH PA ( ) C NEL TO THAT IC - RATED RATED SO THAT INSULATION MAY BE PLACED OVER THEM AND MEMBER. ARE T TO BE LABELED A IR TIGHT A ( T} 3 female AL L ROOF PVI/ IS INSTALLED WITH LONG EDGE ACROSS SUPPORTING 3. ALLF EXTERIORLIGHTS S HA LL NA V EB BOTH MOTION !oN MEMBERS. S. 6ENOR AND PHOTOCONTROL 8E HIGH EFFICACY I flush A. ROOF SHEE TIN . t mate3 ALL FIXTURES SHALCBESECURELYSUPPORTED. ANY FIXTURE WEIGHING FOUNDATION VENTING: AL L RO OF SH EET N G IS /, APA DX OR OSB4. RATED C .BUTTE COUNTY INTERPRETATION 2016 CGBSC. THAN6 LBS ORISMORE THAN 16„ IN ANY DIM SHALL L L NOT BE SUPPORT ED BY THE SCREW SHELL A LAMP HOLDER. OUTLET BOXES SEE VENT NOTES, SHT . PROVIDE O E LOUVERED GABLE END VENTS FOR SHEETING.MORE EXPOSED PW A » T TAILS IS 518 CCX PT . S THE 2016 CGBSC IS APPLICABLE ONLY TO THE AREA OF WORK. NEW KITCHEN ( } MAY NO T BE THE SALE SUPPORT OF CEILING FANS. CEC A rt.410.30(a}. FOUNDATION VENTING. _ „ _ NAILING $d VCS 6 oc EDGE EN AN 1 ( ) D 2 oc FIELD. - WHERE THERE ISN ALTERATION OR ADDITION OF PLUMBING 1N OTHER AREAS OFTHE Q CEC Art. 314.27{A}�(D} LOCATE VENTS SO AS TO PROVIDE GROSS VENTILATION. , B. SIDING. HOME COMPLIANCE WITH THESE FORMS TO THOSE AREAS IS VOLUNTARY ONLY. X PROVIDE A MIN. NET FREE VENT 1 11 50 OF AREA. » PW SIDING I ! - S 5 8 T 1 11 APA RATED PW A PER S R EXISTING. I male X AR - NEW EA 4 F 80 SQ FEET. MIN NEVA 3.2 _ „ n _ NAILING 8d GALV 6 0 c EDGE E G N AND 2 F { 1 oc FIELD. water closets - PROVIDE 3 » {} 14X18LOUVERED GABLE VENTS PROVIDE E VAPO R BARRIERV OVER A LL FRAMING.PRI OR T4 WORKSHEET - {W ) S S1 WINDOWS AND GLASS. _ TOTAL NEVA - PROVIDED 3.9 SIDING. BASELINE WATER USE 1. UNLESSN T QEDTHE O RWISE ON ELEVATIONS A O S ALL WINDOWS ARE C. FLOOR SHEATHING. BASELINE WATER USE CALCULATION TABLE 1 flush VINYL DUAL GLAZED LOW E AND SIZED AS NOTED. 2 mate 'FLOOR PW SHALL BE T8tG OR OR COMPLY. '. . xc Fixture Flow Rate m Urinals Nonwater E! lied , DURATION X r DAILY tSEs X OCCUPANfs s,+ X .GALLONS PER DAY - MINIMUM _ PERFORMANCE .32 OR LOWER ER U FACTOR, 25 OR LOWER Proposed water use .CCX PROVIDE 200'APA GLUE AND NAIL WITH » 8d 6 OG EDGE, 12 oC FIELD. Showerheads2s X 5 mm, X I X = SOLAR HEAT GAIN COEFFICIENT. . Showerheads residential 2.5 X 8 min X ! X - � 2. THERE ARE N O ALTERATIONS TO EG KESS AND NO ADDITIONAL ONAL GENERAL NOTES. faucets Lavatorysets restdentta t 2 .2 X s ... mm. X 3 X �- G•.t,,. BEDROOMS. S g � 3. TEMPERED SAFETY GLAZING IS.NOTEDAS TEMPD. 1. ALL CONSTRUCTION S RUCTION SHALL CONFORM TO THE APPLICABLE `OF PERMIT# . ry faucets nonresidential 0.5 X :25 mm. X 3 X � SAFETY GLAZING SHALL BE PROVIDED !N ALL AREAS SUBJECT TO P PROVISIONS THECALIF.Lavatory 2016 C RESIDENTIAL CODE AS WELL ANY BUTTE COUNTY DEVELOPMENT SERVICES f Kitchen faucets 2.2 X � mm. x i x 35.2 HUMAN IMPACT SUCHAS. APPLICABLE MUNICIPAL STATE AND FEDERAL , L REGULATIONS.. ®® cee !! CC� n � tt�••�� 1�Gl� �GWEV FOR Replacement aerators p 2.2 X X X = A. GLASS SLIDING AND FRENCH DOORS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ELEVATIONS , Wash fountains 2.2 x X x � „ B. GLASS LOCATED WITHIN 24 OF A DOOR. AND EXISTING CONDITIONS AT THE JOB t O SITE PRIOR TO COMMENDING TRUSS AND ROOF FRAMING NOTES. CODE COMPLIANCE . WORK 4 KAND NOTIFY DESIGNER OF DISCREPANCIES CIES OR ?- - � / 7 � ATE � / BY t Metering faucets g 0.25 ; X .25 mut. X 3 X INCONSISTENCIES. THE DESIGNER HALL APPROVE PROVE ANY SEE TRUSS MANUFACTURE'S DETAILS FOR TRU S$ Metering faucets for wash g . fountains 2. 2 X .25 min. X X _ - PLUMBING N(CATIONS. G QTES. _ ADJUSTMENTS TO THE PLAN. :ENGINEERING,'B RACING AND SPECIE . Gravity tank type water closets 1.6 X 1 flush X � i 1 mate x `�- - � 1 q .Z 1. EXISTING WATER HEATER SHALL HAVE APPROVE D WATER HEATER STRAP. 3. FOR ANY CERTAIN FEAT ORES OF CONSTRUCTION AND FINISH T THAT PROVIDE S SOLID BLOCKING AT ALL BEARING WA LLS. 3 female 2. THE 2016 CGBSC IS APPLICABLE ONLY TO THE AREA OF WORK. ARE NOT FULLY SHOWN ON THESE DRAWINGS OR NOTES, THEIR SEE INTERIOR LATERAL BRACED WALLS CONNECTION A-2. 1 Flushametertankwaterctosets t.� : X I flush X male 3 female X 3. ALL WATER PIPINGSSHOWN. 1 COPPER WITH SWEAT CONSTRUCTION SHALL ALL BE SIMILAR TO CONDITIONS THATARE - v water Flushometerv�le ate X l flush X t mate X �, FITTINGS AND SHALL PRESSURE TESTED. ALL FINISHES SHALL BE VERIFIED WITH OWNER. � n T HIS ROOF DESIGN IS PRIOR TO THE REMOVAL OF THE closets 1.6 3 female 4. ALL GAS PIPING SHALL BE PRESSURE TESTED. 4. DIMENSIONS NOTED AS CLR. ARE MIN. CLEARANCE MUST BE EXISTING ROOF. ACTUAL DIMENSIONS MAY VARY. Electromechanical hydraulic Eiectm water closets i. � x }flush x 1 male 3 female x _ 5.K KITCHEN VENT SHALL B E 2 ABS. MAINTAINED AS NET CLEARANCE. 5. ALL WEATHER PROOFING 8t FLASHING S G IS THE RESPONSIBILITY OF THE TRUSS MAN UF ACTURE SHALL INSPECT THE SITE POSTUn.na}s t.4 X 1 flush 2 ale X THE BUILDER. DEMOLITION OF THE ROOF. ALL CONTINGENCIES SUCH AS Total baseline water use(BWU)= i DIMENSIONS, IONS, HEA L HEIGHT AND PITCH MATCHES SHALL BE 14l tBvw x stylSZ ,� Allowable water use VERIFIED IN FIELD BYT RUS SF M GAN D TRUSSES SHALL BE 1. a daily num t in m increased w three uranal rxat installed the r+� Th use her shall tar tic tf s are I Y BUILT T O SUITE. Th now s a orni Code a Re onfl the C C S Title a tions: where a conflict occurs, E 2. c o rate from the CW Appliance BPlictenc Standards. Tt 20 CaJ urs, standards shallapply. PP Y it .f 8+eta 3 :or low-rise residential accu acs. the number ofoccupants be based on two persons the firstbed room,P1us one additional person #ix each additional bedroom. AT GABLE END TRUSSES: ES (GE)PROVIDE A368 S 2 oc CONNECTION Tt ON TR USS TO PLATE. E PROVIDE 2X4 OUTRIGGERS S 2 oc FOR 2X6 BARGE RAFTER SUPPORT, WORKSHEET {WS_2 } 3 7 3 20 PERCENT REDUCTION R D TION WATER USE 882'7 NOTE 20 PERENT REDUCTION WATER USE CALCULATION TABLE Fixture T Flow Rate tem : DURATIOI\ DAILY USES Ot~Ci`PA,tiTS' ` PER DAYS Showerheads X 5 min. X - I X = Showerheads residential X 8 min. X I X % �{ Lavatory faucets residential X .25 min, X 3 X _ (p► Lavatory faucets nonresidential X .25 min. X 3 X - Kitchen faucets _ l , X 4 min. ` x - i X Replacement aerators X X X = Wash fountains X X X a Metering faucets X .25 min. X 3 X - Metering faucets for wash X min. X X - fountains .25 Gravity tank water closets G tY type X t flush X male, } ae X = 3 female s HET High -efficiency toilet 1.28 X I flush X ( 3 S I male 3fema1e Flushametet• tank wafer closets X 1 flush X I male X 3 female Flushomew valve water closets X I flush X t mate3 X female Electromechanical hydraulic X I h flus X I male X - - water closets 1 3 female Urinals X 1 flush - X 2 mate X _ Urinals Nonwater E! lied 0.0 X I flush X 2 male X Proposed water use 1 ! (BWU from WS -1) x:801 1 1'1- Allowable water use THE EXISTING HOME PRE EXIST WUI AND 7 REQUIRED ELEMENTS. WHERE THE ADDITION DOES NOT EXCEED 50% OF THE EXISTING HOME t .,I. OTAPPLICABLE TO METHODS OF ROOF VENTINVIEAVE VENTING IS ALLOWED AND OVERHANGS ARE NOT REQUIRED TO BE PROTECTED. VENTILATION NOTES: ALL VENTS ARE CORROSION RESISTANT, MIN.1116" MAX. 118" SCREEN. GABLE VENTS ARE NOTED AS "GV. GABEL VENTS ARE LOUVERED AS PER CRC -32q:6.2. 14»X18" GABLE VENT NEVA=,1.3SF EACH. ROOF VENTING. THE NET FREE VENTILATION i ON AREA SHALL: BE 1/150 ATTIC AREA VENTILATION. ATTIC AREA 1680 SQ FEET. MIN. NFVA VENTING REQUIRED 1 1 .2 SQ.FT. 5.5 VENTS= .92$F _ ' SAVE V ENTS . 2 F 9 S EACH. PROVIDE AT 6 Doc. AT NEW AREA 8 - 7.3SF. PROVIDE METHOD FOR 7 MIN CLR BETWEEN INSULATION AND VENT. R806.31 14X24 GABLE VENTS = - {Gil). 1.75SF. `PROVIDE 2 AT NEW GE 2 - . { } 3 SSF. EYEBROW ROW VE NT S5SF EACH. PROVIDE {3} _ 1.5SF. BLOCK ALL EDGES OF VENT CUT U OUT FOR E NPW. TOTAL NFVA PROVIDED= 12.3 1. The dailyuse number shalt be increasedif urinals installed in to three are not r sta ed the room 2. The low rate as fromtie CECAppliance EfficiencyncYStandards Title 20 CaliforniaCairIornra Code Re8�a o xwhere a conflict occurs, the C CstandaMssha aPPIY - 3: For low-rise residential occupancies,s, the number ofoccu1rsshat] ar based on thef first bedroom, one additional person for each additional bedroom. _ 4. includes single and dual flush water closets with an effective flush of 1.28 gallons or less. _ 4. liters). a •v h volume is the average flush flush toilets The effective flush volume shall not exceed 128 lops 8 ttrrs . Th effective flus volume when Single B� ( ) mg tested in accordance with ASME A 112.19.233.2. Duet flush toilets Theefecuve flush volume shall not exceed 1.28 gallons 4.8 liters).. irteffective flush volume is defined as the composite, average e i Flush vola will be tested in accordance with ASME A 112.19.2 and ASME A 9.l flush volume of two reduced flushes and one full flush, us mer t l2 t 4 w w X L: 0 _ '5 _ Lj 4) CD IM to M •a In o .�D a �c v~� AMM IV M OY E amara urcwwn i� CHECK ATE 1-14.1-1 ---j SCALE ll JOB NO. 4 0101 SHEET At OF ��� SHEETS n - REVISIONS of / S C1NS U t� BY 1� e d 11 lU51.81 I! 0 rel � �I l I LAP K I 5.5 a1 tl WATERPROOFINGE RPR OO F tNG u 2 xI4 t A NCM OR BOLT AT32 .o .c .MEMBRANE 61MN. BEHIND 11, BUILDING WEATHER WRAP. P.T. 2x SILL TO MATCHWALL THICKNESS INp GL i' V7 RA I I 2 IN , 1 JOISTS AT L FLOOR . - Z I P z . 6 0.. SEE c PLAN ) • N >. A35 2 8 13 YO C1 � , N . G( �� II (� fo I �a� ttx a # 4 I * i xt SIMPS ON ITS HANGER R _w 1 MET AL . d _.1. .a . ,I t. IiFLASHING KUC BETW EN J I T WALL. ryS s CONT. A7 TOP CO NCi RETE _ DRIVEWAY BY OWER PONY WALLN.PONYW&G ;.. w ! I .. _ iCURB Ex GUTTERE TO DIVERT rkm " N� Mt�� 8 THICK 3 00 PSI MIN. SURFACE WATER AWAY FROM1 i! CONCRETE FOUNDATIONUNDATION WALL _ BASEMENT WALL. _ ta. EXTERIOR FA %A/Al I CE VERTICAL v L HOR Z N DENOTES 3t$ 1N PA O TAL 1 3 M A RATED PW � �� u OR OSB SHEETING 2X OVER 6 � _ •. i I ... mREINFORCING REINFORCING1 G# s AT l$1 a.c.. ,. 1- #S s AT 18 a c.PtNY WALL STUDS PCED 16"O/C. i3q o LAP BARS 381 MINIMUM V - "�- .[. i. 1 CLR.NAlLING _ 8d VCS 6 O C EDGE 12 OlCF!ELD. EN TO 70P AND . .: .��N 1G INTERIOR FACE VERTICAL HOOK INTO FOOTING T NG BELOW BOTTOM PLATES (SILL). BLOCK ALL PW EDGESS FOR EDGENAILING. REINFORCINGCING_ #41s AT 18 .c. ALL PONY WALLS ARE PW SHEATHING. � NO OGiLAP 30t MINIMUM & WATERPROOFING MEMBRANE 1 HOOK K INTOF OO Tl NG BELOW . I I - BITUTH ENE SYSTEM EM 4000 BY�Mr Fo Nr c �oV Off) (MAY EDATH _ 6 01) W.R. GRACE _. C OR APPROVED + :I ,.. EQU ALMQUI �!i 4iTHICK CONCRETE SLAB I 't REINFORCED WITH #3 sAT 18 o.c. EA. �Y �% PROVIDE DE F LTERN:�5 WAY. OVER 10 MIL MIN: VAPOR BARRIER t, a COVER 6-8" ,u OVER 4DRAINAGE I , C1 K N�CL55 Y i: .. .. .. ..,.R O:. K. ... 1 DRAIN N ROCK w 4" W.OAK MIN. PERFORATED fX5 � � . Q .: . ... , ; IPE. - 2 i. , •. P SLOPE & DRAIN T ... QDAY GH N. E . _ DAYLIGHT. 2 �Y �"{stlNl 1 : i 1 q L i ---1 i Y• r #4's AT 18M o.c. o 1 /� �..... 7q i , I t„ 1 c e—i 1 3,000 00 PSI CONCRETE FOOTING 7J, G � 'JApN. 8 ��T/�N(N ���L . I I r i 3 , , a i _REINFORCE , 3 REINF ORCE WITH 4 #4s TO P &BOTiOM.WAL VERTICAL �p fWTF,/S11,1- REINF. TO HOOK 3iCLR: FROM 611 tJ ti F B Q. T u FOOTING. - - IN. 3 6 MIN. AT H > M t 6 0 t q / i. 2 $ AT 6 0 f? PAIN I' � - K p(� FARIC 11 E 55 a OT a d W} I � NOTE .IDI R I 1 P - OVIDE TEMPORARY ORY R H F SHORING O EXISTING STRUCTURES, DESIGN 8YNT R R5 E 52.1 CO RACTO . DO NOT K BACKFILL WALL UNTIL FLOOR SYSTEM SEM & S.O.G.IS IN PLACE &CONCRETE HAS FULLY CURED. N. 5.5 X 16.5 _ AS2 r V RI Es F S O 0 I _ Q R N 4 O < 0 R 2� U eAI.L�. N ALL 2. ( _ >v P S a► i * s5ff..-, i M w N . •� 1 6— 0-18 • �i vh. +off T EXP 0 3 '�' s P � L C IVV � a r R F F CA 1 F O f These drawings as been 9„have reviewed for conformance ce w !tI! the structural calculations is a an c onl Y PLAN REVISION FOR UNDER FLOOR AREA. ! t t1'f 1 Z- THIS SASUPPLEMENTAL A ATTACHMENT NT T O THE D EVINE ADDITION I ON PIANS. i .. .... :. THIS SHEET IS AN ALTERATION TO THE i 20 ',01' t, FOUNDATION DESIGN CONSISTING OF NEW A 1, Q I� I cvci►n om, RETAINING NG NAL S AND 'BE AM TO ENLARGE l T ! THE UNDER FLOOR ARE A AND PROVIDE rA STORAGE., T RAGE. w 2x6 ALL F NG tYt' r- I 12_ x ��te: caN UNLESS LES S N7TED ON THIS REVISION ON SH EET I nTOR ATTACHEDED ENGINEERING, G ALL NOTES, I l ABBREVIATIONS, AND I I CRITERIA I E A FR OM THE V I I - � DEVINE ADDITION PLANS ARE APPLICABLE. LE. I I . I +1� I I 1 n _ I l I I \(1 11 Y811 rJl lb►i k l _ al Sco of Revision. � � N 1 K� ca� � �� NtS i 1 t N. CC � t`er� The revision consists of altering the cant er underfloor beano and enlarging the l h underfloor oa TG I l storage area. 11K I I N. R5 I'S N. IUB n. trn � Y SL . 8 188 .! I .� � irn The revision will v 1 Tema the 1 e wall and provide a retaining wall on three sides. A s l .I 9 - _ ts�i► ffJK NLC�55 l � A�1' ca Ii lox Wh o ere the wall as removed anew beam will support the existing pPo st ng floor oast. _ � SF I �t5 5�T5 i= 1 �Ic r�orin , l Revised ev sed r th .� are e footings m to walls wa ! that areproposed tob r e retaining et n N. X&5� 9 I � 9 N. f � RLN! I✓f 1= l NG G I N 551116� �24F l walls. u4 G I f`I TO 1 _I 0 l t I l I air tv�t 1 � Thereare no alterations ons of the wall bracing as art of this work . IIS I I I I v' l � � S = The revision is an addition an of 4�6 square feet et of Type U underfloor storage area..r c� _ _ I l C1 ly I t I ls► I ( tv► I I I I I There is n attachment to this Ian consisting of an engineered eared l I l I i 0 f undati an wall. I I .._' I The notes and _ if r � � 1I I l designn criteria from the existing 9P Ian are applicable cable 151,81/11-88r� N. rJI tY' itothis revision. 8 5TEM WALL W/ f