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Home My WebLink AboutB23-0527_ 071-300-029 RC1 -Dunk Res_Plans 11-7-2023 DUNK RESIDENCE Benitez Designs PO BOX 433,OREGON HOUSE CA 95962 530.570.2451 231 QUAIL POINT LN OROVILLE, CA 95966 APN:071 -300-029 02/24/23 BUTTE COUNTY INITIAL ISSUE 10/20/23 BUTTE COUNTY PLAN CHECK A (0 Z (0 a) SYMBOLS S GRAPHICS LEGEND ABBREVIATIONS GENERAL NOTES CODE SUMMARY TABLE OF CONTENTS ~ `o , Z0-) ZaQ D a U SHEET NO. CONTENTS ° J w 1. GENERAL DISCLAIMER: GOVERNING CODES: - OZ D -1 @ AT L LONG ALL DESIGNS, ELEVATIONS, PLANS, DIAGRAMS AND ARTWORK DISPLAYED IN 2022 C.B.C.(CALIFORNIA BUILDING CODE) Z -10 > & AND LLH LONG LEG HORIZONTAL G0.1 TITLE SHEET W a O ELEVATION DESIGNATION # NUMBER LLV LONG LEF VERTICAL THIS SET OF DRAWINGS ARE DISCLOSED FOR THE EXCLUSIVE USE OF THE 2022 C.M.C.(CALIFORNIA MECHANICAL CODE) U < cv O OWNER/CLIENT,OR HIS REPRESENTING AGENT.THESE DRAWINGS MAY NOT 2022 C.E.C.(CALIFORNIA ELECTRICAL CODE) G1.1 ENERGY COMPLIANCE LOC. LOCATION BE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE 2022 C.P.C.(CALIFORNIA PLUMBING CODE) G1.2 ENERGY COMPLIANCE A.B. ANCHOR BOLT L.S. LAG SCREW OWNER/CLIENT.ADDITIONALLY THE OWNER/CLIENT HOLDS ALL RIGHTS TO 2022 C.F.C.(CALIFORNIA FIRE CODE) 4 A s0 2 SHEET LOCATION ABV. ABOVE LT. LIGHT G2.1 CALGREEN RESIDENTIAL CHECKLIST AV. ADDITIONAL THE DRAWINGS, BUT SHALL INDEMNIFY TROLiNDER FROM USES NOT 2022 C.R.C.(CALIFORNIA RESIDENTIAL CODE) G2.2 CALGREEN RESIDENTIAL CHECKLIST 3 CONTAINED WITHIN THESE DRAWINGS. 2022 C.En.0(CALIFORNIA ENERGY CODE) J ADJ. ADJACENT MAX. MAXIMUM 2. CODE REQUIREMENTS: 2022 C.G.B.S.C.(CALIFORNIA GREEN BUILDING STANDARDS CODE) Q A0.1 SITE PLAN ELEVATION TAG(INT/EXT) ALT. ALTERNATE M.B. MACHINE BOLT ALL NEW COMPONENTS OF THIS PROJECT SHALL COMPLY WITH THE CODES 2022 TITLE 24(CALIFORNIA ENERGY CONSERVATION CODE) D A0.2 ENLARGED SITE PLAN SECTION DESIGNATION ALUM. ALUMINUM MECH. MECHANICAL LISTED IN THE PROJECT DATA SECTION OF THIS SHEET.ANY DEVIANTIONS U A0.3 SITE DETIALS APPROX. APPROXIMATE MIN. MINIMUM FROM THE WRITTEN REQUIREMENTS OR UNCERTAINTIES REQUIRING A.P.NUMBER&ZONING: W MISC. MISCELLANEOUS All FOUNDATION PLAN INTERPRETATION SHALL BE CONFIRMED IN WRITING BY THE JURISDICTION'S APN: 071-300-029 0 BD. BOARD MTL. METAL = A1.2 FLOOR PLAN BUILDING OFFICIAL. ZONE: FR-40 A0g0 SHEET LOCATION BLDG. BUILDING 3. MECHANICAL, ELECTRICAL AND/OR PLUMBING(MEP) PLANS MAY OR MAY NOT A1.3 DOOR&WINDOW SCHEDULE BLK. BLOCK (N) NEW BE INCLUDED IN THIS SET OF DRAWINGS. IF NOT A PART OF THIS SET IT SHALL OCCUPANCY: Q A2.1 ROOF/ ROOF FRAMING PLAN SECTIONS BLKG. BLOCKING N/A NOT APPLICABLE RESIDENCE: GROUP"R3" BE THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS A3.1 ELEVATIONS- EXTERIOR BM BEAM N.I.C. NOT IN CONTRACT DETIAL DESIGNATION BOTT. BOTTOM NO. NUMBER TO INSURE THAT ALL WORK IS PERFORMED IN CCORDANCE WITH ALL 1 A3.2 ELEVATIONS- EXTERIOR DETAIL CUT LINE BTWN. BETWEEN N.T.S. NOT TO SCALE APPLICABLE LOCAL AND CALIFORNIA BUILDING CODES C.B.C.CONSTRUCTION TYPE: 0 4. SEE NOTE#2 OF GENERAL NOTES,THIS SHEET,ABOVE. IF M.E.P. DRAWINGS TYPE VB A4.1 BUILDING SECTIONS ARE INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL TO THE A4.2 BUILDING SECTIONS A0.0/ SHEET LOCATION CANT CANTILEVER o/ OVER ARCHITECTURAL AND STRUCTURAL DRAWINGS.ANY DISCREPANCIES SHALL NO.OF STORIES: E1.1 ELECTRICAL PLAN C.B.0 CALIFORNIA BUILDING CODE o.c. ON CENTER BE BROUGHT TO THE ATTENTION OF TROLiNDER FOR CLARIFICATION ONE STORY DETAILS C.E.C. CALIFORNIA ELECTRICAL O.D. OUTSIDE DIAMETER J ROOM NUMBER CODE OPNG. OPENING SPRINKLERS_ < S1 STRUCTURAL NOTES C.G.B.S.C. CALIFORNIA GREEN BUILDING OPP. OPPOSITE 1. DO NOT SCALE DRAWINGS.ALL NOTED DIMENSIONS SHALL SUPERCEED ANY REQUIRED S2 STRUCTURAL DETAILS STANDARDS CODE S3 STRUCTURAL DETAILS 101 ROOM NAME APPARENT SCALE IN DRAWINGS.CONTRACTOR SHALL VERIFY ALL A V C.J. CONTROL JOINT P.F. POWDER DRIVEN FASTENERS DIMENSIONS AND IF DISCREPANCIES ARE FOUND THE CONTRACTOR,OW NER WILDLAND URBAN INTERFACE: S4 STRUCTURAL DETAILS Ce CLG. CEILING PERF PERFORATED OR LEGAL REPRESENTIVES SHALL NOTIFY TROLiNDER FOR WRITTEN AND/OR YES H 2 GRID LINE DESIGNATIONCLR. CLEAR OR CLEARANCE PENN PENETRATION N 0 GRID LINE DESIGNATION VERBAL CLARIFICATION C.P.C. CALIFORNIA PLUMBING CODE PL PLATE 2. ALL DIMENSIONS SHALL BE TO EDGE OF SLAB, FACE/EDGE OF STUD AND/OR C.M.C. CALIFORNIA MECHANICAL PLY PLYWOOD CENTER LINE OF COLUMNS UNLESS OTHERWISE NOTED AREA SUMMARY CONTACTS CODE PSI POUNDS PER SQUARE INCH 3. ALL EXPOSED INSULATION, INCLUDING THAT ON DUCTS, SHALL MEET ALL 000 DOOR NUMBER C.M.U. CONCRETE MASONRY UNIT PT PRESSURE TREATED C.F.C.AND CBC CHAPTER 7 FLAME SPREAD REQUIREMENTS COMBO. COMBONATION 4. SEE ENERGY COMPLIANCE SHEETS FOR CALIFORNIA TITLE-24 INDOOR SFD RESIDENCE 1991 SF, OWNER/BUILDER ENGINEER CONC. CONCRETE R RADIUS LIGHTING AND MECHANICAL SYSTEMS COMPLIANCE CERTIFICATIONS REAR DECK 820 SF MARLON DUNK SEQUOIA ENGINEERING COND. CONDITION REF REFERENCE • WINDOW TYPE 5. • CARPORT/ ENTRY 324 SF 231 QUAIL POINT LN 1306 MANGROVE AVE W CONN. CONNECTION REINF REINFORCE OR REINFORCING 6 OROVILLE,CA 95966 CHICO,CA 95926 CONST. CONSTRUCTION RET RETURN PH:(917)561-4916 CONTACT: CHAD RATZLAFF V CONT. CONTINUOUS REQ REQUIREMENTS T TEMPERED GLASS CSK. COUNTERSINK RO ROUGH OPENING EMAIL: dunk_marlon@yahoo.com PH: (530)591 7258 DETAILS ARE INTENDED TO BE THE END RESULT OF WORK. MINOR MODIFICATIONS EMAIL:chad@sequoiacivil.com RWD REDWOOD NECESSARY TO ACCOMMODATE SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS DESIGNER C13, DBE. DOUBLEPART OF THE WORK SUBJECT TO APPROVAL OF TROLiNDER AND/OR THE OWNER. BENITEZ DESIGNS ENERGY CONSULTANT 0 -IFLOOR HEIGHT CHANGE/ DET. DETAIL S.A.D. SEE ARCHITECTURAL PROJECT SCOPE PO BOX 433 5 STAR ENERGY I- in (U RECESS DEPTH D.F. DOUGLAS FIR DRAWINGS ALL FIRE RATED ASSEMBELIES/CONSTRUCTION SHALL REQUIRE A CBC, CFC,OR DIA. DIAMETER S.B. SOLID BLOCKING OREGON HOUSE,CA 95962 2807 BECHELLI LN Z O OTHER FIRE MARSHALS RECOGNIZED UL TESTING/CERTIFICATION NUMBER. SAID NEW WOOD FRAMED SINGLE FAMILY RESIDENCE CONTACT: RUBEN BENITEZ REDDING,CA 96002 DIM. DIMENSION SCHED SCHEDULE W Q 0 n WALLS TYPE TAG ASSEMBILIES SHALL MEET ALL APPROVED UL REQUIREMENTS. LITERATURES FOR ALL CELL:(530)570 2451 CONTACT:TONY REAGR Ce d V DWG. DRAWING SGD SEISING GLASS DOOR APPROVED PRODUCTS OF THE SAID ASSEMBLY SHALL BE STORED ON SITE FOR ON PH: (530)441-2722 0 (E) EXISTING SH SINGLE HUNG EMAIL: ruben@benitez-designs.com J_ Ljj M EMAIL:tony@5star-energy.net J (000) FIXTURE TYPE TAG EA. EACH SHT SHEET Q J ELEV. ELEVATION SHTG SHEATHING u Z ., = 5 O EMBED. EMBEDMENT SIM SIMILAR w a- w - - PROPERTY LINES E I a 0 E.N. EDGE NAIL S.M.D. SEE MECHANICAL DRAWINGS o EQ EQUAL OR EQUIVALENT SP SPACE(S) 0. 0 a° N cn O Q EXP. EXPANSION SPECS SPECIFICATIONS EXT. EXTERIOR SO SQUARE SPECIAL FEATURES S HERS VERIFICATION 1 VICINITY MAP 0 SHEET NAME: 11 WOOD BLOCKING SS SELECT STRUCTURAL SECTION/ DETAIL FND. FOUNDATION SSD SEE STRUCTURAL DRAWINGS TITLE SHEET FIN. FINISH OR FINISHED STAG STAGGERED CONTINUOUS WOOD FLR. FLOOR STD STANDARD REQUIRED SPECIAL FEATURES MEMBER SECTION /DETAIL F.N. FIELD NAIL STIFF STIFFENER • WINDOW OVERHANGS AND/OR FINS F.O.C. FACE OF CONCRETE STRUCT STRUCTURAL • VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION (VERIFICATION DETAILS FROM VCHP STAFF REPORT,APPENDIX B,AND RA3) CONCRETE F.O.M. FACE OF MASONRY SW SHEAR WALL • NORTHWEST ENERGY EFFICIENCY ALLIANCE(NEEA) RATED HEAT PUMP F.O.S. FACE OF STUD SYM SYMBOL OR SYMETRICAL WATER HEATER;SPECIFIC BRAND/MODEL, OR EQUIVALENT, MUST BE F.O.W. FACE OF WALL GYP. BOARD FRMG. FRAMING T&B TOP AND BOTTOM INSTALLED '• • fi r SECTION/ DETAIL FTG. FOOTING T&G TONGUE AND GROOVE s _ . �1�'• v� �� ` '% ,� • HERS VERIFICATION �. - r r. THR'D THREADED " r . L --�; ; i EXTERIOR CEMENT GA. GAUGE TN TOE NAIL • INDOOR AIR QUALITY VENTILATION y _1 � �. ''t` KITCHEN RANGE HOOD • .✓` '� PLASTER ELEVATION GALV. GALVANIZED T.O. TOP OF _ f '. '++ • ,;r ' Vt. G.L.B. GLUE LAMINATED BEAM TYP TYPICAL • VERIFIED REFRIGERANT CHARGE '' �.; w; - i `v \.) GLU-LAM GLUE LAMINATED BEAM • AIRFLOW IN HABITABLE ROOMS(SC3.1.4.1.7) r l • S ��. l �''{� MASONRY GYP. GYPSUM U.B.C. UNIFORM BUILDING CODE VERIFIED HSPF2VERIFIED HEAT PUMP RATED HEATING CAPACITY1'^yam! " f PROJECT NO. 22.012 ern rde Res.. '� - 1, , UON UNLESS OTHERWISE NOTED • WALL-MOUNTED THERMOSTAT IN ZONES GREATER THAN 150 FT2 � . .�. �`..� • r• DRAWN BY RTB Cu • HDR. HEADER (SC3.4.5)DUCTLESS INDOOR UNITS LOCATED ENTIRELY IN CONDITIONED -' �666661 ` SPACE(SC3.1.4.1.8) fit, a SCALE AS NOTED Cu BATT INSULATION i , i ' HGR. HANGER VB VAPOR BARRIER t, HORIZ. HORIZONTAL VERT VERTICAL ' ' / ,4 t`4 ili- � ISSUE DATE H.S. HIGH STRENGTH VIF VERIFY IN FIELD r' `. c.. j ' - •• < BUTTE CO.INITAL H.S. HORIZONTAL SLIDER DEFERRED SUBMITTALS • Z I I RIGID INSULATION r� � ssuE 'o , r t t• ► 01/13/23 v 1 - � • { � � • BUTTECOUNTYe H.S.B. HIGH STRENGTH BOLT w/ WITH � ' i 0 10/20/23 o -4 •_ ,��, �. ,y ''' PLAN CHECK F I I UNDISTURBDED HT. HEIGHT WP�/PT WORKRP ROOF • ,t / • � -�,, a SOIL/EARTH SEPERTATE, DEFERRED SUBMITTALS SHALL BE PROVIDED AS FOLLOWS: I.D. INSIDE DIAMETER WS WELD STUD ire; ` INFO. INFORMATION WT WEIGHT 1. FIRE SPRINKLER DESIGN SUBMITTALS SHALL BE MADE TO BUTTE COUNTY • •�, , • '" GRAVEL INT. INTERIOR WWF WELDED WIRE FABRIC DEPARTMENT OF DEVELOPMENT SERVICE IN ACCORDANCE WITH BUTTE v COUNTY MUNICIPAL CODE. __ ' I :; .f I!f - - J.H. JOIST HANGER(S) 2. PHOTO VOLTAIC SYSTEM DESIGN IN ACCORDANCE WITH THE TITLE 24 SHEET NO. v GLAZING ELEVATION . JOIST ENERGY REPORT FOR THIS PROJECT AND IN ACCORDANCE WITH THE CRC& PROJECT LOCATION: a AS NOTED JT. JOINT 231 QUAIL POINT LN BUTTE COUNTY MUNICIAPAL CODE 3. HVAC SIZE DESIGN SUBMITTALS SHELL BE MADE TO BUTTE COUNTY o K.D. KILN DRIED DEPARTMENT OF DEVELOPMENT Cu G0 . 1 E Z 1 OF 21 a Lv 9 J a CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 7 of 12) Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 4 of 12) Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 1 of 12) Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x FENESTRATION/GLAZING i I I I I I I ` I ENERGY USE INTENSITY GENERAL INFORMATION 01 02 03 I 04 OS 06 07 08 09 10 11 12 Il 13 14 I I I Standard Design(kfltu/ftz-yr) Proposed Design(kl3tu/ft2-yr) Compliance Margin(kBtu/ftz-yr) I Margin Percentage 01 Project Name I2302-002 Dunk Width Height Area U-factor 02 Run Title Title 24 Analysis Name Type Surface Orientation Azimuth g Mult. 2 U-factor SHGC SHGC Source Exterior Shading Y (ft) (ft) (ft ) Source Gross EUI' 19.62 12.95 6.67 34 1 f I f 03 Project Location 1231 Quail Point Lane Window 4080 I Window I Back Wall 1 Back 135 I 4 I 8 I 1 32 I 0.3 I NFRC 0.23 NFRC I Bug Screen Net EUI 2 I 11.88 I 5.22 I 6.66 I 56.06 04 City�Orovil€e 05 Standards Versivn12D22 . Ir i I I I 06 tip rode I95962 07 Software Version'EnergyPro 9.0 SOD 8080 2 I Window Back Wall I Back 135 I 8 I 8 I 1 I 64 0.3 I NFRC 0.23 NFRC Bug Screen Notes 08 Climate Zone!11 09 Front Orientation(deg/Cardinal)1315 Benitez Designs ll III III 111 1.Gross EUI is Energy Use Total(not including PV)JTotal Building Area. PO BOX 433,OREGON HOUSE Window 8080 2.Net EUI is Energy Use Total(including PV)/Total Building Area. 10 Building Type'Single family 11 Number of Dwelling Units I 1 Window I Back Wall Bark 135 1 8 1 8 I 1 1 64 0.3 I NFRC 0.23 I NFRC I Bug Screen CA 95962 2 12 Project Scope I Newly Constructed 13 Number of Bedrooms 12 530.570.2451 I I I I I I I I REQUIRED PV SYSTEMS 14 I❑ 15 Number of Stories 11 SGD 8080 3 Window Back Wall Eta k 135 8 1 8 1 64 0.3 NFRC 0.23 NFRC Bug Screen Addition Cond.Fluor Area(ft2) r I01 02 I 03 04 05 06 I 07 I 08 I 09 I 10 I 11 12 16Existing (ft2) 2)I n/a 17 Fenestration Average U-factor 10.3 Window 4080 I I I I I I I 18 Cond.Floor Area ft g Window Back Wall Back 135 4 8 1 32 0.3 NFRC 0.23 NFRC Bug Screen AnnualTotal Cond.Floor Area(ft2)12016 19 Glazing Percentage(%)I36.00% DC System Size Azimuth Tilt Array Angle Tilt:(x in Inverter Eff. kWdc Exception Module Type Array Type Power Electronics CFI de Input (deg) 12) % .Solar Access French Door I I g 1 I I 4 I I I (kWdc) (deg) p { ) (%j 20 ADU Bedroom Count I n/a 3084 2 Window Right Wail Right 225 3 8 1 24 0.32 NFRC 0.27 NFRC BugScreen 3.01 I NA I Standard(14-17%) Fixed I none true I 150-270 I n/a I n/a I <=7:12 I 95 I 98 COMPLIANCE RESULTS OVERHANGS AND FINS 01 I Building Complies with Computer Performance I I I I + I I REQUIRED SPECIAL FEATURES 01 02 03 04 I OS 06 07 08 09 10 11 12 13 14 02 I This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC approved HERS provider. The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. 03 'This building incorporates one or more Special pecial Features shown below Overhang I Left Fin Right Fin • Window overhangs and/or fins Window I 1 Right I I I I I I • Variable capacity heat pump compliance option(verification details from VCHP Staff report,Appendix B,and RA3) Depth Dist Up Left Extent Extent Flap HL Depth Top Up Dist I. Bot Up Depth Top Up Dist R Bot Up • Northwest Energy Efficiency Alliance(NEEA)rated heat pump water heater;specific brand/model,or equivalent,must be installed Window 2060 4 0.1 78.21 9.79 0 0 0 0 0 0 0 0 0 Window 4060 4 0.1 68.04 17.96 0 0 0 0 0 0 0 0 0 Window 8080 4 0.1 55.13 26.88 0 0 0 0 0 0 0 0 0 French Door 3680 6.79 0.1 0.5 0.5 0 0 0 0 0 0 0 0 0 Window 4680 6.79 0.1 0.5 0.5 0 0 0 0 0 0 0 0 0 French Door 3080 4 0.1 22.13 64.88 0 0 0 0 0 0 0 0 0 Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS CO hIDTICE: This document h been generated b onS❑l Home Energy Efficien Rain System Services,loc. CHEF in information uploaded b third patties not affiliated with or related o CHEERS. Therefore.CHEERS is not 1VDTl CE: This document h been generated b onS❑l Home Energy Efficien Rating stem Services,loc. CHEF in information uploaded b third patties not affiliated with or related o CHEERS. Therefore.CHEERS is not 1VDTl CE: This document h been generated b onS❑l Home Energy Efficien Rating stem Services,loc. CHEF in information uploaded b third patties not affiliated with or related o CHEERS. Therefore.CHEERS is not Z CO as 9 t Y C 9Y d} 9 Y Se s, (CHEERS)us 3 y p s a ed 7 a as 9 t Y C 9Y G} 9 System Se s, (CHEERS)us 3 y p s a ed t a as 9 t Y C 9Y G} 9 System Se s, (CHEERS)us 3 y p s a ed 7 a responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- _1 a) CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 Z 0) Schema Version:rev 20220901 Schema Version:rev 20220901 Schema Version:rev 20220901 z O Q D a U 0 J LLj Z J Z OJ w a 0 CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E =i Q c)) a Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 8 of 12) Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 5 of 12) Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 2 of 12) UZcu0 Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x I 01 OVERHANGS AND FINS 1 06 07 0$ 49 1 I` 0 11 I 02 03 04 05 I I I I I I I I 12 13 14 I I HERS FEATURE SUMMARY ENERGY DESIGN RATINGS 1 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 Energy Design Ratings I Compliance Margins I Overhang I Left Fin I Right Fin detail is provided in the buildngtables below.Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry RightIndoor air quality ventilation Source Energy Efficiency EDR Total EDR Source Energy Efficien EDR Total EDR Window l , 1 2 1 2 Depth I Dist Up I Left Extent I Extent Flap HL I Depth I Top Up I Dist L I Bot Up I Depth I Top Up I Dist R I Dot Up • Kitchen range hood (EDR1) (EDR2�ciency) (EDR2total) (EDR1) (EDR2efficiency) (EDR2tvtaI) • Verified Refrigerant Charge Window 4050 2 0.1 17.25 70.75 0 0 0 0 0 0 0 0 0 • Airflow in habitable rooms(SC3.1.4.1.7) Standard Design I 39.3 I 41.4 I 33.6 • Verified H5PF2 Window 2040 3 0.1 14.69 13.31 0 0 0 0 0 ❑ 0 0 0 • Verified heat pump rated heating capacity Proposed Design I 24 I 25.5 I 22.3 I 15.3 I 15.9 I 11.3 • Wall-mounted thermostat in zones greater than 150 ft2(SC3.4.5) Window 2040 2 3 0.1 6.46 21.54 0 0 0 0 0 0 0 0 0 • Ductless indoor units located entirely in conditioned space(SC3.1.4.1.8) RESULTS:PASS Window 4080 4 0.1 78.25 7.75 0 0 0 0 0 0 0 0 0 BUILDING-FEATURES INFORMATION 'Efficiency EDR includes improvements like a better building envelope and more efficient equipment SOD 8080 4 0.1 63.25 18.75 0 0 0 0 0 0 0 0 0 01 I 02 I 03 1 04 1 05 I 06 I 07 2Total EDR includes efficiency and demand response measures such as photovoltaic(PV)system and batteries Number of Dwelling Number of Ventilation Number of Water 38ui1ding complies when source energy,efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded Window 4080 2 4 0.1 51.88 34.13 0 0 0 0 0 0 0 0 0 Project Name I Conditioned Floor Area(ft2) I Units I Number of Bedrooms I Number of Iones Cooling Systems IHeating Systems • Standard Design PV Capacity:3.01 kWdc SOD 8080 2 4 0.1 40.88 41.I3 0 0 0 0 0 0 0 0 0 2302-002 Dunk I 2016 I 1 I 2 I 1 I 0 I 1 • PV System resized to 3.01 kWdc(a factor of 3.006)to achieve'Standard Design PV'PV scaling Window 8080 2 4 0.1 26.88 55.13 0 0 0 0 0 0 0 0 0 I ZONE INFORMATION SOD 8080 3 4 0.1 12.88 69.13 0 0 0 0 0 0 0 0 0 01 I 02 I 03 I 04 I 05 I 06 I 07 Zone Name 1 Zone Type I HVAC System Name I Zone Floor Area(ft2) I Avg.Ceiling Height I Water Heating System 1 I Status Window 4080 3 4 0.1 4.46 81.54 0 0 0 0 1) 0 0 0 0 French Door 3080 2 3 0.1 5.71 23.29 0 0 0 0 0 0 0 0 0 Zone 1-House Conditioned Mini-Split 51 HSPF2/14 I 2016 9 ! DHW Sys 1 I New SLAB FLOORS OPAQUE SURFACES 01 I 02 I 03 1 04 1 05 1 05 I 07 I 48 01 I 02 I 03 I 04 I OS I 06 I 07 I 08 Name I Zone I Area(ft2) EdgeEdgeInsul.R value Insul.R-valueI I I I I z I Window and Door Area(ft2)Perimeter(ft) I I I Carpeted Fraction I Heated Name Zone Construction Azimuth Orientation Gross Area(ft ) Tilt(deg) and Depth and Depth Slab-on-Grade I Zone 1-House I 2016 I 216 I none I 0 I 80% I No Front Wall Zone 1-House I I I I I Left Wall I Zone 1-House I R-23+2 Foam I 315 I R-23+2 Foam I 45 1 Front 755 212 90 Left I 216 I 16 I 90 1 1 1 Back Wall I Zone 1 House I R 23+2 Foam I 135 1 Back I 756 I 352 I 90 V Right Wall I Zone 1-House I R-23+2 Foam I 225 1 Right I 216 I 24 I 90 z Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS W Z co I+IDTl CE: This document h been generated b Con Sol Nome Energy Efficien Rating stem Services,Inc. CHEERS in information uploaded b third patties not affiliated with or refer o CHEERS. Therefore.el re VEERS is not ,NOTICE: This document h been generated b Con Sol Nome Energy Efficien Rating stem Services,Inc. CHEERS in information uploaded b third patties not affiliated with or refer o CHEERS. Therefore.el re VEERS is not ,NOTICE: This document h been generated b Con Sol Nome Energy Efficien Rating stem Services,Inc. CHEERS in information uploaded b third patties not affiliated with or refer o CHEERS. Therefore.el re VEERS is not /� as 9 t Y C sY cY o Sc Se s, (CHEERS)using P d Y P s a related 7 a C as 9 t Y C sY cY 9 Sc Se s, (CHEERS)using P d Y P s a related t a C as 9 t Y C sY cY 9 Sc Se s, (CHEERS)using P d Y P s a related 7 a C Q T V/ responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- 0) CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 I- 10 N Schema Version:rev 20220901 Schema Version:rev 20220901 Schema Version:rev 20220901 Z 0) 0 W avo Ce o CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Q J J Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 9 of 12) Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 6 of 12) Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 3 of 12) u Z N _> O Calculation Description:Title 24 Analysis Input file Name:2302-002 231 Quail Point Ln,Dunk.ribd22x Calculation Description:Title 24 Analysis Input file Name:2302-002 231 Quail Point Ln,Dunk.ribd22x Calculation Description:Title 24 Analysis Input file Name:2302-002 231 Quail Point Ln,Dunk.ribd22x w w O Z co OPAQUE SURFACE CONSTRUCTIONS OPAQUE SURFACES-CATHEDRAL CEILINGS ENERGY USE SUMMARY a Q a-H 0 a aN O Q 01 02 03 04 05 06 07 08 Ol I 02 I 03 I oa I 05 I 06 I 07 I 08 I 09 I 10 I 11 Standard Design Source Standard Design TDV Energy Proposed Design Source Proposed Design TDV Energy Compliance Compliance Energy Use Energy(EDR1)(kBtu/ft2-yr) (EDR2)(kTDV/ft2-yr) I Energy(EDR1)(kBtu/ft2-yr) (EDR2)(kTDV/ft2-yr) I Margin(EDR1) I Margin(EDR2) Interior J Exterior Skylight Area Roof Rise(x in Roof SHEET NAME: Construction Name Surface Type Construction Type Framing Total Cavity Continuous U-factor Assembly Layers Name Zone Construction Azimuth Orientation Area(ft2) (ft2) 12) Reflectance Roof Emittance Cool Roof R-value R-value Space Heating I 8.39 I 56.59 I 3.29 I 24.8 I 5.1 I 31.79 ENERGY Roof Zone 1-House R-38+R4 Roaf 315 Front 2016 0 1 0.1 0.85 Na III Inside Finish:Gypsum Board Nv Attic Space Cooling I 1.25 I 31.33 I 1.03 I 28.59 I 0.22 I 2.74 Cavity/Frame:R-23/2x6 COMPLIANCE R-23+2 Foam Exterior Walls Wood Framed Wall 2x6[!u 16 in.O.C. R-23 None/10 0.036 Sheathing/Insulation: R-10 Sheathing FENESTRATION/GLAZING IAQ Ventilation I 0.31 I 3.3 I 0.31 I 3.3 I 0 I 0 Exterior Finish:Synthetic Stucco I I I I I I I I I I I 1 I I I I I Ol 02 03 04 fly 06 07 08 09 10 11 12 13 14 Water Heating1.47 14.77 0.75 8.58 0.72 I 6.19 Roofing:Light Roof(Metal Tile) Tile Ga resent Width Hei ht Area U-factor p'p Name Type Surface Orientation Azimuth g Mult. z U-factor SHGC SHGC Source Exterior Shading Self Wood Framed Roof Deck:Wood (ft) (ft) (ft ) Source Utilization/Flexibility 0 0 R-38+R4 Roof No Attic Cathedral Ceilings Ceiling 2x12 @ 24 in.O.C. R-38 4/None 0.025 Siding/sheathing/dec/ I king I I I I I I I I I I Credit CavityFrame:R-38 2x12 Window 2060 Window Front Wall Front 315 2 6 1 12 0.3 NFRC 0.23 NFRC Bug Screen Sheathing/Insulation:R-4 Sheathing I I NFRC 1 Bug Screen Efficiency Compliance I Window Inside Finish:Gypsum Board Window 4060 Front Wall I I I Front 315 4 I 6 1 24 0.3 I NFRC 0.23 Total 11.42 105.99 5.38 65.27 6.04 40.72 Window 8080 I Window I Front Wall I Front I 315 1 8 I 8 I 1 I 64 0.3 I NFRC l 0.23 I NFRC I Bug Screen Photovaltaics -1.24 -40.85 -1.24 -40.62 BUILDING ENVELOPE-HERS VERIFICATION 01 I 02 I 03 I 04 I 05 1 French Door I Wi 3680 ndow I Front Wall I Front I 315 I 3.5 I 8 I 1 28 0.32 NFRC I 0.27 I NFRC I Bug screen Battery 0 0 Quality Insulation Installation(QII) I High R-value Spray Foam Insulation I Building Envelope Air Leakage I CFM50 I CFM50 Flexibility PROJECT NO. 22.012 1 I II I I Not Required I Not Required I N/A I n/a I n/a Window 4680 Window Front Wall Front 315 4.5 8 1 36 0.3 I NFRC 0.23 NFRC I Bug Screen Indoor DRAWN BY RIB I WATER HEATING SYSTEMS French Door Window I Front Wall I Front I 315 1 3 1 8 I 1 I 24 I 0.32 I NFRC I 0.27 I NFRC 1 Bug Screen 3080 Appl.&Cooking 2 16 23.072 16 23 06 SCALE AS NOTED ` ISSUE DATE 01 I 02 I 03 I 04 I 05 06 I 07 I OS I 09 Window 4060 BUTTE CO.INITAL Solar Heating Compact Water Heater I 2 I Window I Front Wall I Front 1 315 I 4 I 5 I 1 i 24 0.3 I NFRC I 0.23 I NFRC 1 Bug Screen Plug Loads 2.24 23.41 2.24 23.41 ISSUE 01/13/23 BUTTE COUNTY 10/20/23 I I I I Name System Type Distribution Type IwateraterName Number of Units HERS Verification I I I I I Outdoor Lighting 0.19 1.72 0.19 1.72 PLAN CHECK e System Distribution Name(f) Window 2040 Window Left Wall Left 45 2 I 4 1 8 0.3 I NFRC 0.23 NFRC I Bug Screen Domestic Hot TOTAL COMPLIANCE 15.47 120.32 9.43 79.82 DHW Sys 1 Water(DHW) Standard 1 DHW Heater 1 1 n/a None nl: DHW Heater 1(1) Window 2040 Window I Left Wall I Left 1 45 I 2 I 4 I 1 8 ! 0.3 I NFRC I 0.23 I NFRC Bug Screen Window 4080 I Window Back Wall I Back I 135 I 4 I 8 I 1 I 32 I 0.3 I NFRC 0.23 NFRC 1 Bug Screen SOD 8080 I Window Back Wall I Back I 135 I 8 I 8 1 I 64 I 0.3 I NFRC 0.23 NFRC !!!I Bug Screen SHEET NO. Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS MDT'CE: This da❑ument has been generated b Con Sol Home Energy Efficien Rating System Services,Inc. CHEERS using information uploaded b third patties not affiliated with or related[o CHEERS. Therefore.CHEERS is not MDT'CE: This da❑ument has been generated b Con Sol Home Energy Efficien Rating System Services,Inc. CHEERS using information uploaded b third parties hot affiliated with❑r related[o CHEERS. Therefore.CHEERS is not MDT'CE: This da❑ument has been generated b Con Sol Home Energy Efficien Rating System Services,Inc. CHEERS using information uploaded b third parties hot affiliated with❑r related[o CHEERS. Therefore.CHEERS is not 9 Y C sY cf' 9 c Se s, (CHEERS) 3 P Y P s a a 9 Y C sY cf' 9 Y Se s, (CHEERS) 3 P Y P a a 9 Y C sY cf' 9 Y Se s, (CHEERS) 3 P Y P a a responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document_ CABuilding Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 ■ Schema Version:rev 20220901 Schema Version:rev 20220901 Schema Version:rev 20220901G1 ENERGY COMPLIANCE CF1R 4 NO SCALE 2 OF 21 CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 10 of 12) Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x WATER HEATERS-NEEA HEAT PUMP 01 I 02 I 03 1 04 1 05 1 06 I 07 I a8 Name I #i of Units I Tank Vol.(gal) I NEEAB eat andpump I NEI AMl HeadtePump II Tank Location I Duct Inlet Air Source I Duct Outlet Air Source DHW Heater 1 I 1 I SO I Rheem I Rheem 111 HPLD501RH I NONE I Zone 1-House I Zone 1-House WATER HEATING-HERS VERIFICATION Benitez Designs PO BOX 433,OREGON HOUSE 01 I 02 I 03 I 04 I 05 I 06 I 07 CA 95962 Compact Distribution Shower Drain Water Heat 530.570.2451 Name I Pipe Insulation I Parallel Piping I Compact Distribution I Type Recirculation Control I Recovery rY OHW Sys 1-1/1 I Not Required I Not Required I Not Required I None I Not Required I Not Required I SPACE CONDITIONING SYSTEMS 01 I 02 I 03 I 04 I 05 1 06 I 07 I 08 I 09 Name System Type Heating Unit Name Heating Equipment Cooling Unit Name Cooling Equipment Fan Name Distribution Name Required Count Count Thermostat Type Mini-Split 8.5 Heat pump Heat Pump System Heat Pump System HSPF2/14 Si heating cooling 1 1 1 1 r-:,/i n/a Setback HVAC-HEAT PUMPS 01 I 02 I 03 I 04 I OS I 06 I o7 I os I 49 I 10 I 11 I 12 I 13 Heating I Cooling Number of HSPF/ EER/ Zonally Compressor Name System Type Units Efficiency Efficiency SEER J C°ntr°Iled Type HERS Verification Type HSPF2/ Cap 47 Cap 17 Type 5EER2 EER/ COP CEER Heat System 1p Sing I VCHP-ductless I 1 I HSPF2 8.5 17910 I 13903 I EER2SEER2 14 11 I Not Zonal I Speeid I e Heat 1--hers Pump System ump Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS CO CO NOTICE: This document has been generated by ConSo!Home Energy Efficiency Rating System Services,Inc. (CHEERS)using information uploaded by third parties not affiliated with or related to CHEERS. Therefore.CHEERS is not Z responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- _1 0)) CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 Z (3) Schema Version:rev 20220901 Z O Q D a U 0 J LLj Z < J Z OJ w a 0 CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E = Q c7 a Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 11 of 12) UZcu0 Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x HVAC HEAT PUMPS-HERS VERIFICATION I 01 I 02 I 03 I 04 I OS I 06 I 07 I 08 I 09 I Verified I Verified Refrigerant I Verified Verified Heating Verified Heating Name I Verified Airflow 1 Airflow Target I Verified EER/EER2 SEER/5EER2 Charge HSPF/HSPF2 Cap 47 Cap 17 Heat Pump System I Not Required I 0 I Not Required I Not Required I Yes I No I Yes I Yes 1-hers-htpump VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION-HERS VERIFICATION 01 I 02 I 03 I 04 I as 1 06 I 07 I 08 1 09 I 10 Low Leakage Minimum Certified Airflow to Ductless Units Air Filter Sizing Certified Indoor Fan not Name Low-Static Habitable in Conditioned Wall Mount &Pressure Ducts in Airflow per non-continuous Running VCHP System Rooms Space Thermostat Conditioned RA3.3 and Drop Rating Fan Continuously Space SC3.3.3.4.1 Heat Pump System 1 I Not required I Required I Required I Required I Not required I Not required I Not required I Not required I Not required INDOOR AIR QUALITY(IAQ)FANS 01 I 02 03 04 05 1 06 I 07 08 I 09 Fan Efficacy Includes IAQ Recovery Includes Fault Dwelling Unit Airflow[CFM� (W/CFM) IAQ Fan Type Heat/Energy Effectiveness-SRE Indicator Display? HERS Verification Status Recovery? SFam IAQVentRpt I 80 0.35 Exhaust No n/a I No Yes W U Z co Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS W Z (0 NOTICE: This document has been generated by ConSo!Home Energy Efficiency Rating System Services,loc. (CHEERS)using information uploaded by third parties not affiliated with or related to CHEERS. Therefore.CHEERS is not Q J 0) V/ responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document- CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 I— In N Schema Version:rev 20220901 (/) Z 0) 0 W avo ce 0 al M CERTIFICATE OF COMPLIANCE-RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Q J Project Name:2302-002 Dunk Calculation Date/Time:2023-02-14T14:27:43-08:00 (Page 12 of 12) u Z N _> O Calculation Description:Title 24 Analysis Input File Name:2302-002 231 Quail Point Ln,Dunk.ribd22x w w O Z DOCUMENTATION AUTHORS DECLARATION STATEMENT a 0Q N O Q 1.I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Tony Roger oily Re SHEET NAME: + Company: Signature Date: ENERGY 5 Star Energy 02/14/2023 Address: CEA/HERS Certification Identification(If applicablej: COMPLIANCE 940 Merchant Street IRON13298 City/State/Zip: Phone: Redding,CA 96002 Tony05star-energy.net RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury,under the laws of the State of California: 1. lam eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,worksheets, calculations,plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Tony Roger Tcry u7 ie ff r Company: Date Signed: 5 3ar Energy 02/14/2023 PROJECT NO. 22.012 Address: (License: DRAWN BY RTB 940 Merchant Street SCALE AS NOTED City/State/Zip: Phone: Redding,CA 96002 Tony@5star-energy.net ISSUE DATE BUTTE CO.INITAL 01/13/23 ISSUE BUTTE COUNTYA 10/20/23 PLAN CHECK ❑igitally signed by CanSvt Home Energy Etflciency Hating System Services,Inc(CHEERS). Thus digital signature is provided in ardor to secure the cdntCntt of this registered document.and in no way implies RBgiStration Provider responsibility for the accuracy of the in!ormat ion. SHEET NO. Registration Number: 423-P010026303A-000-000-0000000-0000 Registration Date/Time: 02/14/2023 14:32 HERS Provider: CHEERS NOTICE: This document has been generated by ConSo!Home Energy Efficiency Rating System Services,Inc. (CHEERS)using information uploaded by third parties not affiliated with or related to CHEERS. Therefore.CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards-2022 Residential Compliance Report Version:2022.0.000 Report Generated:2023-02-14 14.28:52 G I ■2 Schema Version:rev 20220901 ENERGY COMPLIANCE CF1R 4 NO SCALE 3 OF 21 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 SECTION A4.602 SECTION A4.602 SECTION A4.602 Effective January 1, 2023 Effective January 1, 2023 Effective January 1, 2023 Effective January 1, 2023 HCD SHL 620C (New 01/23) HOD SHL 620C (New 01/23) HOD SHL 620C (New 01/23) HOD SHL 620C (New 01/23) LEVELS VERIFICATIONS LEVELS VERIFICATIONS LEVELS VERIFICATIONS LEVELS VERIFICATIONS APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- FEATURE OR MEASURE Prerequisites EnforcingInstaller or Third- FEATURE OR MEASUREBenitez Designs eq Prerequisites Enforcing Installer or Third- FEATURE OR MEASURE Prerequisites Enforcing Installer or Third-and Electives' Agency Designer Party and Electives' Agency Designer Party and Electives' Agency Designer Party and Electives' Agency Designer Party PO BOX 433,OREGON HOUSE CA 95962 ❑ ❑ ❑ 1 Tie r Tier 1 Tier 2 Mandatory Tier 2 Mandatory Tier 1 Tier 2 Mandatory Tier 1 Tier 2 All All All All All All All All All All All All Innovative Concepts and Local Environmental I A4.203.1.2 Prerequisite options. In addition, a minimum of A4.106.4 Permeable paving is utilized for the parking, PLANNING AND DESIGN 1 .111.11ad Conditions two of the efficiency measures specified in waking or patio surfaces in compliance with the following Sections A4.203.1.2.1 through A4.203.1.2.8 will be required Tier 1. Not less than 20%of the total parking,walking or ❑ 0 171 Site Selection A4.306.1 Items in this section are necessary to address to be met IN patio surfaces shall be permeable. innovative concepts or local environmental conditions • Roof Deck Insulation or Ducts in Conditioned Space. o A4.103.1 A site which complies with at least one of the Tier 2. Not fess than 30%cf the total parking, walking or Item 1 ❑ ElEl n ❑ ❑ followingcharacteristics is selected: ® ® ° ° ° • High performance Walls. z patio surfaces shall be permeable. • Compact Hot Water Distribution System, la 0 0 ❑ 1. An Infill site is selected. ❑ ❑ ❑ ❑ ❑ I Item 2 ❑ ❑ I ❑ I ❑ ❑ ❑ • Drain Water Heat Recovery. A4.106.5 Roofing materials shall have a minimum 3-year • High Performance Vertical Fenestration. aged solar reflectance and thermal emittance or a minimum 2 A greyfield site is selected El ❑ ❑ ❑ ❑ Item 3 ❑ ❑ I ❑ I ❑ ❑ I 0 • Heat Pump Water Heater Demand Management. Solar Reflectance Index(SRI) equal to or greater than the 3. An EPA-recognized Brownfield site is selected. ❑ ❑ 0 ❑ ❑ • Battery Storage System Controls. values specified in the applicable tables. ' MATERIAL CONSERVATION AND RESOURCE Heat Pump Space and Water Heating. Low-Rise Residential A4.103.2 Facilitate community connectivity by one of the •EFFICIENCY following methods. Tier 1. roof covering shall meet or exceed the values A4.203.1.3 Consultation with local electric service 1. Locate project within a 1/4-mile true walking distance I contained in Table A4.1D6.5 1(1} ®- ❑ ❑ ❑ ❑ ° ° ° ° Foundation Systems provider.Local jurisdictions considering adoption of of at least 4 basic services; Tier 2. roof covering shall meet or exceed the values reduced EDR targets based on using solar photovoltaic (PV) z 2. Locate project within 1/2-mile true walking distance contained in Table A4.106.5 1(2). ❑ ❑ ❑ ❑ ❑ A4.403.1 A Frost Protected Shallow Foundation(FPSF) is ® ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ systems larger than required by the California Energy Codeof at least 7 basic services designed and constructed. shall consult with the local electric service provider to ®{ ®2 ❑ 0 ❑ High-Rise Residential, Hotels and Motels 3. Other methods increasing access to additional ❑ ❑ ❑ ❑ ❑ ensure that that PV system sizing required to comply with Tier 1. roof covering shall meet or exceed the values resources. A4.403.2 Cement use in foundation mix design is reduced. 0 0 ❑ the EDR targets will be acceptable to the focal electricI contained in Table A4.106.5.1(3). Tier 1. Not fess than a 20 percent reduction in cement use. Z service provider. Tier 2. roof covering shall meet or exceed the values ° ° ° Site Preservation I I contained in Table A4.106.5 1 4 Tier 2. Not less than a 25 percent reduction in cement use ®` ❑ ❑ ❑ A4.104.1 An individual with oversight responsibility for the ® ATER EFFICIENCY AND CONSERVATION I I 9 Y A4.106.6 Install a vegetated roof for at least 50 percent of project has participated in an educational program Efficient Framing Techniques Indoor Water Use I I the roof area. Vegetated roofs shall comply with ❑ I: ❑ ❑ El environmentally friendly design or development ❑ ❑ 0 0 ❑ A4.404.1 Beams and headers and trimmers are the I I I requirements for roof gardens and landscaped roofs in theffigCode. Chapters . and has provided training or instruction to appropriate. co El ❑ n ❑ ❑ 4. .3031 Plumbing fixtures(water closets and urinals)and California Build 15 and 16 entities Z co minimum size to adequately support the loadJ rn • fittings(showerheads, faucets and pre-rinse spray valves) A4.106.7 Reduce nonroof heat islands for 50percent of 1- rn A4.404.2 Buildingdimensions and layouts are designed to installed in residential buildings shall comply with the ® ❑ ❑ ❑ Deconstruction and Reuse of Existing Materials I z rn Y 9 I II sidewalks, patios, driveways or other paved areas by using 0 ❑ 0 0 ❑ z O Q minimize waste. ❑ 0 0 ❑ prescriptive requirements of Sections 4.303.1.1 through ormoreof themethodslisted a one 4.303.1 4.5. A4.105.2 Existing buildings are disassembled for reuse or 0 w A4.404.3 Use premanufactured building systems to I I I A4.106.8,1 Tier 1 and Tier 2 for one-and two-family recycling of building materials. The proposed structure ❑ ❑ ❑ 0 ❑ 4.303.2 Submeters for multi-family building and dwellings and townhouses with attachedprivate garages. utilizes at least one of the following materials which can be z eliminate solid sawn lumber whenever possible. g g w -1 O O dwelling units in mixed-use residentiallcommercial install a dedicated 2081240-volt branch circuit, including an 0 la ❑ ❑ easily reused: J Q m o A4.404.4 Material lists are included in the plans which buildings. Submeters shall be installed to measure water Z ❑ ❑ ❑ overcurrent protective device rated at 40 amperes minimum 1, Ught fixtures ti Z Cu 0 specify material quantity and provide direction for on-site E ❑ ❑ ❑ ❑ usage of individual rental dwelling units in accordance with per dwelling unit. 2. Plumbing fixtures ❑ ❑ 0 0 ❑ cuts. the California Plumbing Code. A4.106.8.2.1 Provide capability for electric vehicle charging 3. Doors and trim Material Sources 4.303.3 Plumbing fixtures and fittings required in in new multifamily dwellings, as specified. 4. Masonry Section 4.303 1 shall be installed in accordance with the Tier 1.35 percent of the total number of parking spaces 5, Electrical devices A4.405.1 One or more of the following building materials, I California Plumbing Code and shall meet the applicable ® ❑ ❑ ❑ shall be electric vehicle (EV) ready with low power Level 2 Z' ❑ 0 ❑ 6. Appliances referenced standards. EV chargingreceptacles.For projects with 20 or more 7 `oundations or portions of foundations that do not require additional resources for finishing are p p j , used: I dwelling units, sleeping units or guest rooms, 10 percent of Site Development 1 Exterior trim not requiring paint or stain. the total number of parking spaces shall be equipped with ❑ ❑ 0 0 ❑ Level 2 EVSE. 4.106.2 A plan is developed and implemented to manage 2. Windows not requiring paint or stain Z ❑ ❑ ❑ Tier 2.40 percent of the total number of parking spaces storm water drainage during construction. 3. Siding or exterior wall coverings which do not require shall be electric vehicle (EV ready)with low power Level 2 ®° 0 0 ❑ • paint or stain EV charging receptacles.For projects with 20 or more 4.106.3 Construction plans shall indicate how site grading, dwelling units; sleeping units or guest rooms; 15 percent of or a drainage system will manage all surface water flows to ® ° ° 0 the total number of parking spaces shall be equipped with keep water from entering buildings. Level 2 EVSE. 7 5 3 1 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 SECTION A4.602 SECTION A4.602 SECTION A4.602 Effective January 1, 2023 Effective January 1, 2023 Effective January 1, 2023 Effective January 1, 2023 HCD SHL 620C (New 01/23) HCD SHL 620C (New 01/23) HCD SHL 620C (New 01/23) HCD SHL 620C (New 01/23) LEVELS VERIFICATIONS LEVELS VERIFICATIONS LEVELS VERIFICATIONS LEVELS VERIFICATIONS APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- FEATURE OR MEASURE q g Prerequisites Enforcing Installer or Third- FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- LU and Electives' Agency Designer Party and Electives' Agency Designer Party and Electives' Agency Designer Party and Electives' Agency Designer Party ZV Mandatory Tier 1 Tier 2 All All All Mandatory Tier 1 I Tier 2 All All All Mandatory Tier 1 I Tier 2 All All All Mandatory Tier 1 Tier 2 All All All A4.303.1 The maximum flow rate of kitchen faucets shall A4.106.9 Provide bicycle parkingfacilities as noted below or 4.106.4.1 Provide capability for electric vehicle charging for W CO A4.405.2 Floors that do not require additional coverings are Y pa Y g 9 Z (0 used including but not limited to stained, natural or stamped ❑ ❑ ❑ ° ° not exceed 1.5 gallons per minute at 60 psi. Kitchen faucets meet a local ordinance. whichever is more stringent. one-and two-family dwellings;townhouses with attached Z ❑ ❑ ❑ 0 J 0) a) concrete floors. may temporarily Increase the flow above the maximum rate, Number of bicycle parking spaces may be reduced, as private garages. in accordance with Section 4 106.4.1. I- if) CU but not to exceed 2.2 gallons per minute at 60 psi and must approved by the enforcing agency, due to building site ( ) Z 0) 0 default to a maximum flow rate of 1.5 gallons per minute at 0 ° ° ° ° characteristics, including but not limited to, isolation from 4.106.4.2 Provide capability for electric vehicle charging for LU 0 i A4.405.3 Postconsumer or preconsumer recycled content ❑ ❑ ❑ 60 psi. other development. multifamily dwellings and hotel/motels in accordance with Z ❑ ❑ ❑ ❑ Q O value (RCV) materials are used on the project. a U 0 ° Note:Where complying faucets are unavailable, aerators 1. Provide short-term bicycle parking, per Sections 4.106.4.2.1 or 4.106.4.2.2, as applicable. -ICr)Tier 1. Not fess than a 10% RCV. EP or other means may be used to achieve reduction. I Section A4 106.9.1. El ° ° ° ❑ 11.1 4.106.4.3 Provide capability for electric vehicle charging far Q J �--I Tier 2.Not less than a 15°/o RCV i ®` 4.303.1.4.3 Metering faucets in residential buildings shall I I I 2. Provide long-term bicycle parking for multifamily existing parking lots or new parking lots for existing ® ❑ ❑ ❑ ❑ - 0 J 0 not deliver more than 0.2 gallons per cycle. ® 0 ❑ ❑ buildings, per Section A4.106.9.2. ❑ ❑ 0 0 ❑ residential buildings in accordance with Section 4.106.4.3, uw Z 2 0 O A4.405.4 Renewable source building products are used. ❑ I ❑ ❑ ❑ I ❑ 3 Provide Ion term bic bicycle parkingfor hotel and motel as applicable. D et .--i Q Z A4.303.2 Alternate water source far nonpotable g Y ❑ ❑ ❑ ❑ ❑ 0 o CO a a applications. Alternate nonpotable water sources are used buildings, per Section A4 105.9.3. A4.106.1 Reserved. ❑ ❑ ❑ ❑ ❑ a 0 < cu 0 < Enhanced Durability and Reduced Maintenance for indoor potable water reduction Alternate nonpotable ❑ ❑ 0 0 ❑ water sources shall be installed in accordance with the Innovative Concepts and Local Environmental A4.106.2,1 Soil analysis is performed by a licensed design Conditionsprofessional and the findings are utilized in the structural ❑ ❑ ❑ ❑ ❑ SHEET NAME: 4.406.1 Annular spaces around pipes. electric cables, I California Plumbing Ccr1e. I g conduits or other openings in plates at exterior walls shall be design of the building. protected against the passage of rodents by closing diti A4106 sing such Z ❑ ❑ ❑ A4.303.3 Install at least one qualified ENERGY STAR El ❑ I ❑ ❑ ❑ A4.108.1 Items in this section are necessary to address I I I CALGREEN openings with cement mortar, concrete masonryor a similar dishwasher or clothes washer. innovative concepts or local environmental conditions. . .2,2 Soil disturbance and erasion are minimized by at method acceptable to the enforcing agency. least one of the following. RESIDENTIAL I A4.303.4 Nonwater urinals or waterless toilets are installed ❑ I ❑ I El El ❑ Item 1 ❑ ClI ❑ I ❑ ❑ I ❑ Water Resistance and Moisture Management I I A4.303.5 One El :1 1, Natural drainage patterns are evaluated. and erosion and two-family dwellings shall be equipped I I I Item 2 I I ❑ 0 I ❑ controls are implemented to minimize erasion during ° ° ° ° ° ❑ ❑ 0 0 ❑ CHECKLIST with a demand hot water recirculation system. construction and after occupancy. A4.407.1 Install foundation and landscape drains. ❑ ❑ ❑ ❑ ❑ Item 3 ❑ ❑ I ❑ I 0 0 I ElOutdoor Water Use 2 Site access is accomplished by minimizing the 0 ❑ 0 0 amount of cut and fill needed to install access roads A4.407.2 Install gutter and downspout systems to route 4.304.1 Residential developments shall comply with a local I ENERGY EFFICIENCY (LOW-RISE RESIDENTIAL) and driveways. water at least 5 feet away from the foundation or connect to water efficient landscape ordinance or the current California General 3 Underground construction activities are coordinated landscape drains which discharge to a dry well, sump, ❑ ❑ 0 0 ❑ Department of Water Resources' Model Water Efficient la ❑ ❑ to utilize the same trench, minimize the amount of ❑ ❑ 0 0 L bioswale, rainwater capture system or other approved on- Landscape Ordinance (MWELO).whichever is more 4.201.1 Building meets or exceeds the requirements of the ET ® ®` n o ❑ time the disturbed soil is exposed; and the soil is site location. stringent. I California Building Energy Efficiency Standards3. replaced using accepted compaction methods. A4.407.3 Provide flashing details on the building plans and A4.304.1 A rainwater capture; storage and re-use system is ❑ I ❑ I ❑ ❑ I ❑ Performance Approach for Newly Constructed I A4.106.2.3 Topsoil shall be protected or saved for reuse as comply with accepted industry standards or manufacturer's ❑ ❑ 0 0 ❑ designed and installed. Buildings specified in this section. 0 0 ❑ PROJECT NO. 22.012 instructions. A4.304.2 A landscape design is installed,which does not :I 0 El El Tier 1. Displacedtopsoil shall be stockpiled A4.203.1.1. Hourly Source Energy Design Ratings I PP for reuse in a ®` ® DRAWN BY RTB utilize potable water. IEDR1).EDR ratings for building design shall be computed designated area and covered or protected from erosion. A4.407.4 Protect building materials delivered to theSCALE AS NOTED construction site from rain and other sources of moisture. ❑ ❑ ❑ ❑ ❑ A4.304.3 For new water service connections; landscaped by Energy Compliant safiware and shall reduce the EDR1 Z2 ®'` ❑ ❑ ❑ Tier 2.The construction area shall be identified and irrigated areas less than 5,000 square feet shall be provided required by the software by the compliance margins delineated by fencing or flagging to limit construction ® ISSUE DATE with separate submeters or meteringdevices for outdoor ❑ ❑ ❑ ❑ ❑ specified in Table A4.203.1.1. activity to the construction area. BUTTE CO.INITAL A4.407.5 In Climate Zone 16, an ice/water barrier is P I 01/13/23 ❑ ❑ ❑ ❑ ❑ potable water use. I ISSUE installed at roof valleys, eaves and wall to roof intersections. A4.106.3 Postconstruction landsca a desi ns accom lish BUTTE COUNTYP g P e 10/20/23 Water Reuse Systems I I one or more of the following: PLAN CHECK A4.407.6 Exterior doors to the dwelling are protected to prevent water intrusion. ❑ ❑ 0 0 ❑ A4.305.1 Piping is installed to permit future use of a 1 Areas disrupted during construction are restored to ❑ ❑ ❑ ❑ ❑ graywater irrigation system served by the clothes washer or ❑ ❑ ❑ ❑ ❑ be consistent with native vegetation species and A4.407.7 A permanent overhang or awning at least 2 feet in other fixtures. patterns. depth is provided at all exterior walls. ❑ ❑ ❑ ❑ ❑ 2. Utilize at least 75%native California or drought ❑ ❑ 0 0 ❑ A4.305.2 Recycled water piping is installed. ❑ I ❑ I ❑ 1 ❑ I ❑ tolerant plant and tree species appropriate for the climate zone region. SHEET NO. A4.305.3 Recycled water is used for landscape irrigation. ❑ ❑ I ❑ 8 6 4 2 G2 . 1 2022 CALGREEN RESIDENTIAL CHECKLIS NO SCAM 4 OF 21 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 SECTION A4.602 Effective January 1, 2023 Effective January 1, 2023 HOD SHL 620C (New 01/23) HOD SHL 620C (New 01/23) LEVELS VERIFICATIONS LEVELS VERIFICATIONS APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- Benitez Designs and Electives' Agency Designer Party and Electives' Agency Designer Party PO BOX 433,OREGON HOUSE CA 95962 CI CI D D Mandatory Tier 1 Tier 2 CIMandatory Tier 1 Tier 2 ❑ 530.570.2451 All All All All All All A4.504.1 Use composite wood products made with either Construction Waste Reduction, Disposal and Recycling California Air Resources Board approved no-added El CI CI formaldehyde(NAF) resins or ultra-low emitting ❑ 0 4.408.1 Recycle andlor salvage for reuse a minimum of formaldehyde(ULEF) resins. 65%of the nonhazardous construction and demolition waste in accordance with one of the following. A4.504.2 Install VOC compliant resilient flooring systems. ❑ ❑ ❑ 1 Comply with a more stringent local construction and Tier 1.At least 90%of the resilient flooring installed shall ®- demolition waste management ordinance;or comply 2 A construction waste management plan, per ® ❑ ❑ ❑ Tier 2. 100% of the resilient flooring installed shall comply. ®' Section 4.408.2;or 3, A waste management company; per A4.504.3 Thermal insulation installed in the building shall ❑ ❑ ❑ Section 4.408.3;or meet the following requirements: 4 The waste stream reduction alternative, per Tier 1. Install thermal insulation In compliance with VOC Section 4.408.4. limits. ®` Tier 2. Install insulation which contains no-added A4.408.1 Construction waste generated at the site is formaldehyde (NAF) and is in compliance with Tier 1. ®` diverted to recycle or salvage in compliance with one of the following: Interior Moisture Control I I I Tier 1.At least a 65%reduction with a third party ®. ❑ ❑ ❑ verification. 4.505.2 Vapor retarder and capillary break is installed at ElI I CI CII CI 2.At least a 751)/0 reduction with a third-party slab-on-grade foundations. verification ®- ❑ ❑ ❑ 4.505.3 Moisture content of building materials used in wall Exception: Equivalent waste reduction methods are and floor framing is checked before enclosure. Z ❑ CI CI developed by working with local agencies. indoor Air Quality and Exhaust I I I Building Maintenance and Operation J co co — 4.506.1 Each bathroom shall be provided with the following. 4.410.1 An operation and maintenance manual shall be Z (5)1 ENERGY STAR fans ducted to terminate outside the provided to the building occupant or owner. El CI ❑ a U 0 J LLI building 4.410.2 Where 5 or more multifamily dwelling units are z Q —I 2 Fans must be controlled by a humidity control constructed on a building site. provide readily accessible z OJ Q > (separate or built-in);OR functioning as a ® CI CI CIareas that serve the entire building and are identified for the w Q m a component of a whole-house ventilation system. depositing, storage and collection of non-hazardous u > cu 0 3 Humidity controls with manual or automatic means of materials for recycling. including(at a minimum) paper, adjustment. capable of adjustment between a corrugated cardboard; glass, plastics, organic waste, and ® 0 ❑ ❑ relative humidity range of s 50%to a maximum of metals or meet a lawfully enacted local recycling ordinance, 80% if more restrictive. Exception: Rural jurisdictions that meet and apply for the A4.506.1 Reserved. ❑ i 1 ❑ I 0 0 I 0 exemption in Public Resources Code III Section 42649.82(a)(2)(A)et seq will also be exempt from A4.506.2[HR]Provide filters on return air openings rated the organic waste portion of this section. MERV 8 or higher during construction when it is necessary ❑ ❑ ❑ ❑ ❑ to use HVAC equipment. Innovative Concepts and Local Environmental Conditions A4.506.3 Direct-vent appliances shall be used when equipment is located in conditioned space, or the equipment ❑ 0 0 0 0 A4.411.1 Items in this section are necessary to address must be installed in an isolated mechanical room. innovative concepts or local environmental conditions. 11 9 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST 2022 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 SECTION A4.602 Effective January 1, 2023 Effective January 1, 2023 HOD SHL 620C (New 01/23) HOD SHL 620C (New 01/23) LEVELS VERIFICATIONS LEVELS VERIFICATIONS APPLICANT TO SELECT ENFORCING AGENCY TO APPLICANT TO SELECT ENFORCING AGENCY TO ELECTIVE MEASURES SPECIFY VERIFICATION METHOD ELECTIVE MEASURES SPECIFY VERIFICATION METHOD FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- FEATURE OR MEASURE Prerequisites Enforcing Installer or Third- W and Electives' Agency Designer Party and Electives' Agency Designer Party LiMandatory Tier 1 Tier 2 CI All CI All 0 Mandatory Tier 1 I Tier 2 CI All CI All 0 Z Environmental Comfort I I I Item 1 ❑ ❑ I ❑ I 0 0 I 0 0 CO J d) 4.507.2 Duct systems are sized, designed, and equipment is Item 2 ❑ ❑ I ❑ I 0 0 I ❑ — I— in Cu selected using the following methods: ( ) Z 0) 0 1, Establish heat loss and heat gain values according Item 3 ❑ ❑ I ❑ I CI CII CIW O Q to ANSI/ACCA 2 Manual J-2016 or equivalent El ❑ ❑ ❑ LIRONMENTAL QUALITY I I I �/ a V O 2 Size duct systems according to J_ LI CO ANSI/ACCA 1 Manual D 2016 or equivalent. Fireplaces I I I Q J .--I 3, Select heatingand coolingequipment to O h according 4.503.1 Any installed gas fireplace shall be a direct-vent � Z '� O ANSI/ACCA 3 Manual S-2014 or equivalent. sealed-combustion type. Any installed woodstove c r pellet W w Z stove shall comply with U.S. EPA New Source Performance o ct `"I a a Outdoor Air Quality Standards(NSPS)emission limits as applicable and shall a o < M Reserved have a permanent label indicating they are certified to meet El 0 El (U 0 < the emission limits. Woodstoves, pellet stoves and Innovative Concepts and Local Environmental fireplaces shall also comply with applicable local SHEET NAME: Conditions ordinances. CALGREEN A4.509.1 Items in this section are necessary to address Pollutant Control I I I RESIDENTIAL innovative concepts or local environmental conditions. 4.504.1 Duct openings and other related air distribution ® I I 0 0 I 0 item 1 ❑ ❑ 0 0 0 component openings shall be covered during construction. CHECKLIST Item 2 ❑ I ❑ ❑ ❑ I ❑ 4.504.21 Adhesives, sealants and caulks shall be compliant El CI CI CI Item 3 ❑ I ❑ I 0 0 I ❑ with VOC and other toxic compound limits INSTALLER AND SPECIAL INSPECTOR 4.504.2.2 Paints, stains and other coatings shall be El 0 0 El compliant with VOC limits. Qualifications 4.504.2.3 Aerosol paints and coatings shall be compliant with product-weighted MIR Limits for ROC and other toxic ® ❑ 0 ❑ 702.1 HVAC system installers are trained and certified in the ® I I 0 0 ❑ compounds. proper installation of HVAC systems. PROJECT NO. 22.012 702.2 Special inspectors employed by the enforcing agency 4.504.2.4 Documentation shall be provided to verify that ® 0 0 0 must be qualified and able to demonstrate competence in ® ❑ 0 ❑ compliant VOC limit finish materials have been used DRAWN BY RTB the discipline they are inspecting. SCALE AS NOTED 4.504.3 Carpet and carpet systems shall be compliant with Verifications I I I VOC limits. ® ❑ 0 ❑ ISSUE DATE BUTTE CO.INITAL 01/13/23 703.1 Verification of compliance with this code may include ISSUE construction documents, plans, specifications builder or 4.504.4 80%of floor area receiving resilient flooring shall El CI CIBUTTE COUNTY PLAN CHECK e 10/20/23 installer certification, inspection reports, or other methods ® ❑ ❑ ❑ comply with specified VOC criteria. acceptable to the enforcing agency which show substantial conformance. 4.504.5 Particleboard. medium density fiberboard [MQF] and hardwood plywood used in interior finish systems shall Z 0 0 ❑ comply with low formaldehyde emission standards. - 'Green building measures listed in this lade may be mandatory if adopted by a city,county.or city and county as specified in Section 101.7 2 Required prerequisite for this Tier. SHEET NO. 12 10 G2 .2 2022 CALGREEN RESIDENTIAL CHECKLIS NO SCAM 5 OF 21 1. PERMEABLE PAVERS: PAVESTONE - CROSSTONE II )) / v) / / 2. DRIP IRRIGATION TO EACH PLANT,1/2 GAL TO 2 GAL PER HOUR FLOW RATE ACCORDING TO PLANT NEEDS 3. PLANTING SHALL BE ARRANGED FOR BEST SUN OR SHADE AND ACIDIC SOIL UNDER ,---------11- EXISTING TREES . • 4. GROUND COVER -ALL REMOVED SHREADED VEGITATION FROM THIS PROJECT TO • 1 / . • 1687.61• • / BE COVERED WITH PLASTIC DURING THE CONSTRUCTION PHASE WILL BE USED AS MULCH IN PLANTER BEDS 5. TREES: REDBUD(CERCISC CANADENSIS) 1400 SF, 35'x40' METALA EDDIE'S WHITE WONDER DOGWOOD Benitez Designs SHOP/GARAGE BLDG (CORNUS NUTTALLII) Po BOX 433,OREGON HOUSE CA 95962 BUTTE CO BLDG PERMIT ilic 6. SHURBS: 530.570.2451 • #B23-0193 MERLO LAVENDER DAVID'S FROSTED JUNIPER DAPHNE ODONA AZALEA GARDENIA VEITCHII JP , EUONYMUS GOLD SPLASH WINTER FREEZER ,a CEANOTHUS rn ‘4111° 7. GROUND COVER: 0 CREEPING ROSEMARY AJUGA JUNGLE BRONZE MOHOGANY <.,I . /QUAIL POINT l_hi )1f _ (E) ROAD', '�1.1MIF� ROADWAYS&E 1 LANDSCAPE NOTES DRIVEWAYS NO SCALE 1 imummos ... >111111111."/ (E)ACCESS GATE 0 Plimb\ 111‘ THE FOLLOWING ARE BEST MANAGMENT PRACTICES AND MINIMUM STANDARDS FOR per, END OF PUBLIC ROW. EROSION CONTROL FOR PROJECTS DISTURBING LESS THAN ONE ACRE.THESE PRACTICES INSTALL ADDRESS SHALL BE IN PLACE THROUGHT THE YEAR BASED ON WEATHER CONDITIONS. '1111411k. / J�� NUMBERS IN A VISIBLE A + / LOCATION TO ROAD, \ 1. EC 1: "NO WORK TO BE DONE DURING RAIN EVENTS" SHALL BE POSTED ON SITE - `� ' \ AND ENFORCED BY THE GENERAL CONTRACTOR w �i \� 4" MIN HT&1/2" MIN z �� .,V PROPOSED STROKE WIDTH IN 1991 F ACCORDANCE w/CRC 2. EC-6,7&8: EMPLOY TEMPORARY EROSION CONTROL USING EROSION BLANKETS z 0) JO" g`4 S R319 OR GEOTEXTILE OR COVER AREA WITH TEMPORARY MULCH INCLUDING STRAW, Z a U ------------- I ` RESIDENCF� \ \ \ WOOD,COMPOST, HYDROMULCH OR EQUAL. 0 w (E) DOMESTIC coc° 3. WE 1: WIND EROSION CONTROL,CONTRACTOR SHALL KEEP ALL DIRT AND STORED Z OJ O > • / WELL w 0 0 MATERIALS COVERED TO PREVENT DUST FROM WIND OR CONTACT WITH RAINFALL m . //7 / / / /\ I ±510'-0" 4. SE-5: TEMPORARY STRAW WATTLES OR FIBER ROLLS TO BE USED AT ADJACENT �g PAVED PUBLIC WAYS TO REMAIN FREE OF DEBRIS AND SOILS REMOVED FROM THE CONSTRUCTION SITE AT ALL TIMES. USE WATTLES TO MAINTAIN SITE RUNOFF OVER 1 N) N TION TO(E) P C CURBS,GUTTERS AND SIDEWALKS. �g • 5. SE-10: USE TEMPORARY STORM DRAIN INLET PROTECTION DEVICES AT ALL STORM WATER DRAIN INLETS WITHIN 50'OF PROJECT A.P.N. , 071-300-030 6. MS-4: STABILIZED CONSTRUCTION ENTERANCE/EXIT, USE 2" MINUS STONE OR CRUCHED ROCK 6" IN DEPTH OVER FILTER FABRIC AN AREA OF 30' LONG x 18'WIDE. (E)SEPTIC TANK TO—/ \• ) \ Q.P.N. 7. NS-3: SAW-CUTTING OF CONCRETE. CONTRACTOR SHALL USE A VACUUM TO BE REAC ) : , /7 I TIVATED. / \.\11 (E) LEACH FIELD TO BE 071-300-018 REMOVE ANY CUTTING LIQUID SLURY WHILE CUTTING AND SHALL EMPLOY STRAW I REACTIVATED.SEPTIC SYSTEM WATTLES TO PREVENT ANY RUN-OFF. \ (TANK& LEACH FIELD)WERE L` INSPECTED AND APPROVED 8. NS-12/13 &WM-08: CONTRACTOR SHALL PROVIDE AN APPROVED AND LABELED co FOR USE PER BUTTE CO AREA FOR CONCRETE WASHOUT.WASHOUT SYSTEMS SHALL NOT BE PLACED IN ENVIROMENTAL HEALTH POST PUBLIC WAYS OR NEAR WATERWAYS OR DRAIN INLETS. COMPLEX FIRE IN 10/22 / / _.) , . I / 9. WM-01: STORE ALL CONSTRUCTION CHEMICALS, PAINT, FUEL AND THE LIKE IN A COVERED AREA AWAY FROM STORM DRAIN SYSTEMS AND HARDSCAPE AREAS. Q.P.N. 071-300-029 10. WM-09: PORTABLE TOILETS WHERE PROVIDED SHALL BE KEPT ON THE 231 QUAIL POINT LN CONSTRUCTION SITE PROPERTY, 50' MIN FROM ALL PIUBLIC WAYS AND STORM \ DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HANDICAPPED AREAS. - \ 11. CUTTING OR GRADING OF STEEP SLOPES(>15%)SHALL BE AVOIDED WHEREVER / ) • POSSIBLE.WHERE OCCURS REDIRECT RUNOFF WITH SILT FENCES OR USE EROSION . CONTROL BLANKETS TO STABILIZE SOIL. 12. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED TRASH 4 4 ),)1111 (E)SEPTIC SYSTEM RECEPTACLES.TRASH MUST NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. LEACH FIELD&SEPTIC ��\1 1 TANK NOT PART OF 13. GENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICES W 11 THIS PROJECT THROUGHOUT THE CONSTRUCTION PERIOD. GC SHALL EMPLOY A MAINTENANCE V PROGRAM THROUGHTOUT THE CONSTRUCTION PHASE OF THE PROJECT. GC SHALL / 2 l INFORM ALL EMPLOYED ON SITE OF SUCH PRACTICES TO INSURE EFFECTIVENESS •Ry Z OF BEST MANAGMENT PRACTICES. W Z (0 / // / • z"---- CI • \ Z0) o W Oo4O Ct // / -I ai (Y) W\ -.1,/ _/_.// _ - Z � � o o � Wo , OZ r.. ct 0 � a a /� acu0Q SHEET NAME: ESCP/BMP NOTES 3 SITE PLAN NO SCALE SA CONCRETE PARKING 0 • SAWCUT(E)CONC (E)CONCRETE FLATWORK, PARKING AND DRIVE 1 ► SLOPE OF GRADE OR CONC 1 1 10, /� 1 SW STRAW WADDLE SILT FENCE PROJECT NO. 22.012 ,,c:___: . GRAVEL BAG OR ACCEPTABLE . 911.47' �3 DRAWN BY RTB 619.18' 1`a ��1 11I1\ SEDIMENT CONTROL SCALE AS NOTED . s tk2 ISSUE DATE ` (( ) SILT TRAP AT CATCH BASINSSUECO.INITALOl/13/23/ `\/ „ s..,_ // BUTTE COUNTYQ10/20/23 PLAN CHECK �G :, :c CHAIN LINK FENCEA.P.N. Q10 -G G G - GAS LINE(LOW PRESSURE) 071-300-018 —W W W— DOMESTIC WATER MAIN / . SHEET NO. / / / \ — �_ // -SS SS SS- SANITARY SEWER ________,___Ni__ AO . 1 la= Mr SITE LEGEND 4 NO SCALE 6 OF 21 1. PERMEABLE PAVERS: PAVESTONE - CROSSTONE II 2. DRIP IRRIGATION TO EACH PLANT,1/2 GAL TO 2 GAL PER HOUR FLOW RATE ACCORDING TO PLANT NEEDS 41 3. PLANTING SHALL BE ARRANGED FOR BEST SUN OR SHADE AND ACIDIC SOIL UNDER i� EXISTING TREES :�:t. -4 ' 4. GROUND COVER -ALL REMOVED SHREADED VEGITATION FROM THIS PROJECT TO i•=4•- • ,-7 BE COVERED WITH PLASTIC DURING THE CONSTRUCTION PHASE WILL BE USED AS � .,��,11.`,II�,I"..,f`,f MULCH IN PLANTER BEDS .••jeki j�&+•4•�•_4+• �' -1� -1� ��-: . 5. TREES: REFULING AREA i i •- •- •- •- •- Illy • lb �" REDBUD(CERCISC CANADENSIS) EDDIE'S WHITE WONDER DOGWOOD Benitez Designs (CORNUS NUTTALLII) PO BOX 433,OREGON HOUSE CA 95962 ' 6. SHURBS: 530.570.2451 MERLO LAVENDER WASTE AREA DAVID'S FROSTED JUNIPER • DAPHNE ODONA ,` AZALEA GARDENIA VEITCHII ,' °O, EUONYMUS GOLD SPLASH WINTER FREEZER ♦ ��•�- CEANOTHUS ' • ,`\ 7. GROUND COVER: �, \ . A CREEPING ROSEMARY AJUGA JUNGLE BRONZE MOHOGANY . e • 0 4110 0,, CONCRETE (E)COMPACTED ROADBASE WASHOUT DRIVEWAY TO PROVIDE A MIN 10'WIDE TRAFFIC LANE 'NeLANDSCAPE NOTES 1 • - = NO SCALE A �`�.. r SNP+ A r� `�0, THE FOLLOWING ARE BEST MANAGMENT PRACTICES AND MINIMUM STANDARDS FOR •„�••.v<�� < r< W�I v A O,, EROSION CONTROL FOR PROJECTS DISTURBING LESS THAN ONE ACRE.THESE PRACTICES ' • > ?� I ?' > I - . > . > I SHALL BE IN PLACE THROUGHT THE YEAR BASED ON WEATHER CONDITIONS. NO CO V aV �•.1. V aV aV j aV . V . A• r S r S 00v `�: 1. EC 1: "NO WORK TO BE DONE DURING RAIN EVENTS" SHALL BE POSTED ON SITE gyp' A CPo s s l \ A A • r 0 S r AND ENFORCED BY THE GENERAL CONTRACTOR co k i 4 % < k -.04. L z co I> •• 1� • '> . > . > O -J O) \ i I I 'AiL' 2. EC 6,7&8: EMPLOY TEMPORARY EROSION CONTROL USING EROSION BLANKETS z CD \ • • a V a V a V V • a c<`. OR GEOTEXTILE OR COVER AREA WITH TEMPORARY MULCH INCLUDING STRAW, Z O Q •\ • r„`� . A r,` • .••'A. r� s _ 80/ WOOD,COMPOST, HYDROMULCH OR EQUAL. 0 a ui \ O ��J . '4 ` r< D •vim r< < L SOD = • > I . > . �� 1 . > i . > 3. WE-1: WIND EROSION CONTROL,CONTRACTOR SHALL KEEP ALL DIRT AND STORED w -1 O O • 1 MATERIALS COVERED TO PREVENT DUST FROM WIND OR CONTACT WITH RAINFALL � Q m o' ,p j, aV aV •aV -aV uZcv0 ti� �11�IIw r'� +`: '•� r'CZ r'� 4. SE-5: TEMPORARY STRAW WATTLES OR FIBER ROLLS TO BE USED AT ADJACENT \ • ..I MM I I r SNP :.'4 v v R =40'-0" \ y� 1' 1, 1 �°l0 _ ' ;; > > PAVED PUBLIC WAYS TO REMAIN FREE OF DEBRIS AND SOILS REMOVED FROM THE •\ �1 U. �II -. I • I CONSTRUCTION SITE AT ALL TIMES. USE WATTLES TO MAINTAIN SITE RUNOFF OVER •\ �1��1��1"�1 ili �1 a V • • a •V a V • CURBS,GUTTERS AND SIDEWALKS. o v 5 SI —II—I1— _ 1 - 1u.V A rs . A r;�•., A r,s'� 1� ' ' v _ `�, r 5. SE-10: USE TEMPORARY STORM DRAIN INLET PROTECTION DEVICES AT ALL STORM 1 11 1 = ;�� k ' � � WATER DRAIN INLETS WITHIN 50OF PROJECT . �11 �1 �1 aVr `� ar _ 6. MS-4: STABILIZED CONSTRUCTION ENTERANCE/EXIT, USE 2" MINUS STONE OR 11/`1; - 1 ' --` ' - A r s - A r ,'••, CRUCHED ROCK 6" IN DEPTH OVER FILTER FABRIC AN AREA OF 30' LONG x 18'WIDE. < I. < �44 RETAINING WALL '' 4I; T..-,. -. > > 7. NS 3: SAW CUTTING OF CONCRETE. CONTRACTOR SHALL USE A VACUUM TO ,,,/ \ - SEE `1 � \ V - . . REMOVE ANY CUTTING LIQUID SLURP WHILE CUTTING AND SHALL EMPLOY STRAW 0. VT �1 , ' .� .v�r- WATTLES TO PREVENT ANY RUN-OFF. .. . ,� .,.\ - \ G ., .. =1 \ • 8. NS-12/13 &WM-08: CONTRACTOR SHALL PROVIDE AN APPROVED AND LABELED \ r O AREA FOR CONCRETE WASHOUT.WASHOUT SYSTEMS SHALL NOT BE PLACED IN \ // r , .. 1 'ItEr •\ O, PUBLIC WAYS OR NEAR WATERWAYS OR DRAIN INLETS. c�`0 % - ,1 m,1 \ O S� 9. WM-01: STORE ALL CONSTRUCTION CHEMICALS, PAINT, FUEL AND THE LIKE IN A • .• ,.. , ... . . i \ '1�'1 \ A COVERED AREA AWAY FROM STORM DRAIN SYSTEMS AND HARDSCAPE AREAS. • 1�1 10. WM-09: PORTABLE TOILETS WHERE PROVIDED SHALL BE KEPT ON THE • CONSTRUCTION SITE PROPERTY, 50' MIN FROM ALL PIUBLIC WAYS AND STORM �0' \ • DRAIN SYSTEMS. DO NOT PLACE TOILETS OVER HANDICAPPED AREAS. • •• 1� ■■1 \ • �� 11. CUTTING OR GRADING OF STEEP SLOPES(>15%)SHALL BE AVOIDED WHEREVER • • 0, ' `' / "� \ < • POSSIBLE.WHERE OCCURS REDIRECT RUNOFF WITH SILT FENCES OR USE EROSION • • + - � CONTROL BLANKETS TO STABILIZE SOIL. �. �• • 12. ALL CONSTRUCTION TRASH SHALL BE REMOVED AND STORED IN COVERED TRASH Y RECEPTACLES.TRASH MUST NOT COME IN CONTACT WITH RAINFALL OR RUNOFF. I 0, PROPOSED 13. GENERAL CONTRACTOR SHALL MAINTAIN THE ABOVE SYSTEMS AND PRACTICES W • 0, y 1991 SF • :' THROUGHOUT THE CONSTRUCTION PERIOD. GC SHALL EMPLOY A MAINTENANCE V • ��.0 T �• PROGRAM THROUGHTOUT THE CONSTRUCTION PHASE OF THE PROJECT. GC SHALL • q . RESIDENCE / •,5 INFORM ALL EMPLOYED ON SITE OF SUCH PRACTICES TO INSURE EFFECTIVENESS Z l OF BEST MANAGMENT PRACTICES. W• Z (p �/ • 0 J O O • !' �, ZOO �, ��,, W o v o . z / .. a • ' J LLI M J 4 • . D J N I .*•. 1-1 • 5 i' Z N > O w w O s , � w • ' / r) o: � 0 Z 0 Ct � 0 oM a I �O // a0 aNOQ s4,.. ' � \ I�� • .•• SHEET NAME: .••. �� ._ / •.•*• ESCP/BMP NOTES 3 ENLARGED • • A.P.N. 071-300-029 NO SCALE SITE PLAN • o � _ • �� / ► // .s 231 QUAIL POINT LN ' liLiPERMEABLE PAVERS I ' • ' I CONCRETE FLATWORK, PARKING AND DRIVE �.•• I, •, AI ROAD BASE HAMMER HEAD TURNAROUND / %*************+•*. A ! 1 w/13' 6" UNOBSTRUCTED VERTICAL CLEARANCE CLEANOUT @GRADE • - • •• _ (E) ROAD BASE DRIVEWAYS, 10' MIN TRAFFIC LANE r��r��i� WIDTH &13'-6" UNOBSTRUCTED VERTICAL co S, A .5 CLEARANCE •••• PROJECT NO. 22.012 SLOPE OF GRADE, CONCRETE OR PERMEABLE SURFACES DRAWN BY RTB SCALE AS NOTED ••••I SW •••• STRAW WADDLE / ISSUE DATE SILT FENCE BUTTE CO.INITAL 01/13/23 ISSUE BUTTE COUNTY A 10/20/23 G'c I 1 GRAVEL BAG OR ACCEPTABLE SEDIMENT CONTROL PLAN CHECK CO SZ 3 Q'�O (( )) SILT TRAP AT CATCH BASIN / (\ ., -- -- CHAIN LINK FENCE TO(E)SEPTIC SEE A0.1 - -/ — G G G — GAS LINE(LOW PRESSURE) SHEET NO. FOR SEPTIC LOCATION N —W W W— DOMESTIC WATER SUPPLY —SS SS SS— SANITARY SEWER A0 .2 SITE PLAN 8 SITE LEGEND 4 1" =100' NO SCALE 7 OF 21 STAKE PERIMETER w/ LATH & FLAGGING, SECURE LINER w/ SANDBAGS AT TOP EDGES 10 MIL PLASTIC aLINING MIN Z 0 (' ) ) 00 Benitez Designs .1 --Alliti --4 PO BOX 433,OREGON HOUSE CA 95962 EXCAVATED 530.570.2451 EARTHEN DIKE OR HAY BALES 3" MIN TO BOTTOM NOTES: 1. CREATE PIT 10'x10'OR LARGER TO CONTAIN WASHOUT FROM TRUCKS. 2. INSTALL 24"x48" "CONCRETE WASHOUT" SIGN IN A VISABLE LOCATION ADJACENT TO WASHOUT. 3. WHEN POSSIBLE, PUMP WATER BACK INTO CONCRETE TRUCKS FOR REUSE. 4. ALLOW WATER TO EVAPORATE AND REMOVE ALL SETTLED, HARDENED CONCRETE. DISPOSE OF CONCRETE WASTE IN A PROPER LOCAL DUMP SITE. 5. WASHOUTS OF ALTERNATE DESIGNS MEETING REGIONAL WATER QUALITY CONTROL BOARD STANDARDS ARE ACCEPTABLE 9 — 5 CONCRETE WASHOUT 1 =1'-0" NO SCALE STRAW WATTLE ALLOW 5' @ TOE OF SLOPE FOR 1. NI] STAKE •' SEDIMENT ACCUMLATION co iN Zti Z Z Q D a U a ' °ee'..°°°:e°1°:° • m Jjiii ;IIII u Z ccv 0 SECTION STAKE L# 24"+/- _ 48" +/- L# 1 . 1 1. '. '' STRAW WATTLE ', -..); El El PLAN — 6 STRAW WATTLE INSTALLATION 2 =1'-0" NO SCALE W U Z W Zco 0 J O a) I- (f) cU Z co O W 0 „4 O O J al M Q J 5 8.. 0 cD III Nn = 0 Z 0 oMaa a0 acu0Q SHEET NAME: 7 3 SITE DETAILS =1'-0" =1'-0" PROJECT NO. 22.012 DRAWN BY RTB SCALE AS NOTED ISSUE DATE BUTTE CO.INITAL 01/13/23 ISSUE BUTTE COUNTY 10/20/23 PLAN CHECK SHEET NO. AO . 3 4 =1'-O" 8 OF 21 01 P P T P PY 9 P 0 84'-0" 10'-0" 64'-0" 10'-0" 7" EQ EQ EQ EQ EQ 7" ,411 EQ EQ TYP TYP Benitez Designs PO BOX 433, ON HOUSE c �,` c �,` �,` Q6, CA 596 QO QO QO QO © QO QO Q 530.570.2451 O�� PLO O�� PLO © WV O�� O‹Q O�� N • 1 C : I � — - - - - - -I - - - - - � - - - + - - —IJ - -1 - - J- - - - - � - - I I I i �r — - -I - - - - co co 1 �O Qo Qo Qo OJP 8 TYP P O F 6 O�� JPQO JPQO Co+P ®@ DECK �io � ��C� ��C� 4b+ + + o o TYP.SLAB ON GRADE— o�, SEE NOTE#3 © VW z= = Ak O4ilk Mr Mr N7' 0" a 3 ZO SS 'Ci 6'-0" S 2� ti�O 0 co S 6'\V \V co coII I z co tiQ \0% - tiQH1H- _ _1 1n111' S1 2" I. SS>�ti 23' 9 1/2" \2�G I JZ�ti III I SS�c��j • III a U�— a16' %� � �� III �1� _ 3 Q �' 3 ill o .. III I o II S3 w ° o' �' S3 eo III I rill UZoJ0 co 1 , !J II II 1. SEE TYPICAL NOTE SHEET S1 AND TYPICAL DETAIL 1 TYP. SLAB ON GRADE— �- SHEETS S2-S4 FOR ADDITIONAL INFORMATION. II =m_ ,� .. Ark 1 g.. SEE NOTE#3 THIS 4 II SHEET = 'Sr o 4 III �� = 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER 6 IIIIiI1111uuuuu1 II = SHEAR WALL SCHEDULE AND TYP. DETAILS. D /'II K I , PROVIDE ANCHOR BOLT SIZE AND SPACING PER \� * g.. 2 III I 2 I II '32 SHEAR WALL SCHEDULE AND TYP. DETAILS. TYP FTG - S3 I 8� A51 III S3 3.1. 4" CONCRETE SLAB WITH #3 AT 15" O.C. 0 16" 12"W x 12"T O 3. RECOMMENDED SLAB SECTION: 77r II w/(1)#4 cu S0& 2'-3 3/4" — I CONT cu SECURELY LOCATED AT MID DEPTH OF SLAB. II 3.2. WATERPROOF MEMBRANE(DELETE AT R SLABS) 16'�� I III I II S3 3.3. 4EX FREE ODRA DRAINING MATERIAL. II I - • III 1'-9 1/2" I II = 3.4. PROPERLY PREPARED SUBGRADE. II 1 III I. 3' 0" I. 3' 2" I. IL 4'-5 1/2" co 4. CONTRACTOR TO PROVIDE CONTROL JOINTS AT 1 1 1 r~ 1 I III II �\ 15'-0" O.C. EA.WAY MAX. S3 L� �\ 1 1 1 1 J2�0 2 11 1 �Q�0�0 1 \ I 1 I TO • 5. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: I1 2� i' I TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: 1 OJ O� I 5.1. EXTERIOR WALL: 2x6 DF STUD AT 16"O.C. II �QO Z�c� 4„ 42"SQ c\ 5.2. INTERIOR WALLS: 2x4 DF STUD AT 16" O.C. 11 1 I I— I 0+ I - CONC I I STOOP 1 6. SEE DETAIL 9/S2 FOR TYPICAL STUD WALL 11 1 I 4 _ I 1 I ELEVATION AND TYPICAL WALL OPENING 11 r — — J — — I • SCHEDULE. O /.......-- I I r l J I I \ AIL 7 I JI I I � I I • — — _ — — r 4,♦ 7. SEE TYPICAL SHEAR WALL SCHEDULE,1/S2, FOR 2,) 4' V r — I I — I �\ 2�\ LOCATIONS WHERE 3X PT SILL PLATES ARE 14' 3" OJ�O�, 42" SQ REQUIRED. � �� CONC / bo sP ti� 8'-5" �O��ti� Alk a STOOP 2' 0"SQ x 12" DP a 8. DO NOT REMOVE OR MODIFY SUPPORT MEMBERS �� PAD FTG w/(3)#4's = OR HARDWARE FOR EXISTING FRAMING WITHOUT W ® � r EA WAY @ BOTT ® THE EXPRESS WRITTEN CONSENT OF THE V ENGINEER OF RECORD. Z 9. TYPICAL ROOF SHEATHING(UNO):1/2"THICK, APA, W Z CO — — J_ TECO, OR PITTSBURGH RATED SHEATHING, SPAN CI —I RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, I— If) N O /\°<< — i 1 •. APPLIED WITH LONG DIMENSION ACROSS 1 SUPPORTS AND ADJACENT PANELS STAGGERED W O Q O WITH 4' ENDS OFFSET 4'(CASE 1,3 CBC TABLE 23- (� ' a o V I);. EDGE NAIL WITH 8d COMMON OR 1 /I— EQUIVALENT(0.131" DIA X 2 1/2")AT 6"O.C.AT ALLQ J i M1-1 PANEL EDGES, BOUNDARIES,GABLE ENDS, ' J BLOCKING AND WHERE INDICATED ON PLAN. FIELD u ZN O3' 0" 10'-0" �� NAIL AT 12"O.C. PROVIDE 1/8"GAP AT ALL PANEL Q Z o qI • 4�+>j I o EDGES U.N.O. BY PANEL MANUFACTURER. a 0 21 N O Q 1 I I C _ 10. USE(2)TRIMMERS AT HEADERS SPANNING 6'-0" 12"W x 18"DP w/ AND GREATER. SHEET NAME: 9 TYP OF 4 @ (2)#4 CONT TOP 11. SUPPORT ALL TRIMMERS ABOVE WITH ®CARPORT 1 & BOTT TYP @ FLOOR/CEILING JOIST WHERE TRIMMERS CAN NOT CARPORT RUN CONTINUOUSLY TO FOUNDATION. FOUNDATION J _I L_ 12. PROVIDE POS.ATTACHMENT OF ALL BEAM TO PLAN POST, BEAM TO BEAM, POST TO BEAM,AND POST C 1 I1 TO POST CONN'S WITH (2)ST22 STRAPS MIN.AND I H I A35 CLIPS U.N.O. PER PLAN AND DETAILS. QQo,S / 13. SEE NOTE SECTION 8 ON SHEET S1.0 FOR ROOF TRUSSES BY OTHERS. Off, 2' 6" SQ.x 18" DP PAD 14. 4X POST MIN.AT ALL BEAM AND GIRDER TRUSS �� © TOP 6 BOTT TYP CONT.F(4) BEARING POINTS AND CONTINUE IN WALL TO +� O ,� 6 OF �� @ CARPORT FOUNDATION. PROJECT NO. 22.012 15. ANY DISCREPANCIES BETWEEN FRAMING SHOWN DRAWN BY RTB AND FIELD CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ENGINEER OF RECORD. SCALE AS NOTED ISSUE DATE 34' 11/2" 16' 0" 33' 10 1/2" 16. HEADERS OR OPENINGS SHALL BE AS FOLLOWS, BUTTE CO.INITAL 01/13/23 ISSUE U.N.Q. BUTTE COUNTY 84'-0" 16.1. INTERIOR 4X8 DF#2 PLAN CHECK 0 10/20/23 • .• • 16.2. EXTERIOR 6X8 DF#1 (----1 �` 17. PERFORATED SHEAR WALLS HAVE BEENU2 34 5 6 7 UDESIGNED PER ANSI/AF& PA SDPWS-2018& IP CBC22. FULL LENGTH OF WALL SHALL HAVE SHEAR PLY INSTALLED PER SHEAR WALL SCHEDULE. HOLDOWNS ARE AT ENDS ONLY SHEET NO. PROJECT WHERE REQUIRED BY LATERAL CALCS. NO NORTH N STRAPPING IS REQUIRED AROUND OPENINGS. AI . 1 FOUNDATION PLAN 4 STRUCT. PLAN NOTES 1/4" =1'-0" 9 OF 21 01 T P T P P P ® 84'-0" • 10'-0" 64'-0" 10'-0" • •• 7" EQ EQ EQ EQ EQ 7 .tC 42" HIGH GUARD SOFFIT, BOTT OF BM. Benitez Designs SEE FRAMING PLAN FLOOR PLAN NOTES 3,OREG - SEE 14 A © FOR BM SIZE 530.570.2451 A4.1 e1. WATER HEATER SHALL BE A HYBRID HEAT •4. A PUMP WATER HEATER, SIZE, MAKE& MODEL IN 8x8 POST S.S.D. TYP OF 8 @DECK ACCORDANCE w/TITLE 24.WATER HEATER SHALL BE PROVIDED w/A PRESSURE RELIEF VALVE OR COMBO TEMP& PRESSURE RELIEF 1 ..� ► VALVE &SHALL HAVE A FULL SIZED DRAIN OF C111- `~ = I = GALV.STEEL OR HARD DRAWN COPPER TO J THE OUTSIDE OF THE RESIDENCE w/END OF PIPE NOT MORE THAN 2"OR LESS THAN 6" ABOVE GRADE POINTING DOWNWARD w/ 6x6 GUARD POST -TYP DECK TERMINAL END UNTHREADED PER CPC 504. WATER HEATERS SHALL BE PROVIDED WITH A MIN OF TWO 22 GA SEISMIC ANCHOR STRAPS 27'-10 1/2" 35'-10 1/2" I. 13'-9 1/2" 6'-5 1/2" PROVIDED IN THE UPPER 1/3 a LOWER 1/3.A • 1. II. MIN 4"CLEARANCE SHALL BE MAINTAINED 0 6'-9" 13'-0" 8'-11/2" 5'-3" 9'-0" 14'-0" 7'-71/2" 6'-4 1/2" 7'-5" 3'-0" 3'-5 1/2" o BETWEEN THE LOWER STRAPPING & N-1 N-1 CONTROLS PER CPC 507.2 2. EXTERIOR DOORS SHALL BE OF APPROVED 1 NON-COMBUSTIBLE CONSTRUCTION, 20 MIN 60"x 48" KERDI KSLT •4. A RATED OR 1 3/8"SOLID CORE RAILS&STILES PREFAB SHOWER PAN A O A O 3. ALL INTERIOR DOORS TO BE PAINT GRADE w/KERDI-LINE DRAIN. INSATALL PER MFR e 103 D 102 A 104 e SINGLE PANEL, FULL LITE OBSCURED GLASS, 4 J SHAKER DOORS O1 ` • z coo �c II Ell ■ LI 4. GARAGE TO HOUSE DOOR SHALL BE A 1 3/8" J 1n N ] I DBL WALL I ■ 4,91 THICK SELF CLOSING,TIGHT FITTING DOOR DZ z Q ,� O ■ ■ 4211 O U OVEN ■ I; Z a <'� N 5. EXTERIOR WINDOWS,WINDOW WALLS, w ■ J 'c ■ - FIREBLOCK GLAZED DOORS&GLAZED OPENINGS WITHIN O D FULL HT I I — .. I PER CBC 718.2 BATH 2 , ! DOORS SHALL BE DUAL GLAZED WITH A MIN J Q p ■ T I■ 36"x 60" SHOWER LAV OF ONE TEMPERED PANE,OR BE 20 MIN FIRE OD e TEMP ■ I ISLAND ■ �� U cu O SHOWER LAV ■ ■ PAN w/SOLID p� RATED cu o GLASS e I 30"SINGLE BOWL SURFACE SURROUND 36" INDUCTION _ SHOWER l' ■ I UNDERMOUNT SINK w/ • COOKTOP&WALL ■ I ■ &TEMP GLASS ENCL. 6. ALL GLAZING IS FIXED UNLESS OTHERWISE ENCL I DISPOSAL Ac. © _ MOUNT HOOD I I • 4 A NOTED 77r4. I KITCHEN MASTER ■ 0 1 'I DINING LIVING S42LAFF BEDROOM 2 ' �4' r ■ VOL CLG VOL CLG CLG ■ 7. ALL GLAZING TO BE DUAL PANE INSULATED EN SUITE •LAV o BEDROOM : 00 (VINYL PLANK _ _ _I VINYVOLLPLANK N VINYL PLANK VINYOLLPLANK GLASS Zu WC VOL CLG VOL CLG GYP BD ■ I FLOORING I FLOORING I R&s •• FLOORING N GYP BD FLOORING VINYL PLANK SOFFIT© 42"x24" 8. GLAZING MARKED WITH A O SHALL BE 3/8" VINYL PLANK I Cu ■ CONC STOOP Ii rn SOFFIT @ ■ I I DISHWASHER VERIFY + ■ tr r r THICK TEMPERED SAFTY GLASS FLOORING FLOORING Z I _ -N 96"AFF '=:?' M TOILET +8'-0" I I DIM w/ MFR TYPE BY —,_ o v �1 HEAT PUMP/ A 9. GLAZING MARKED WITH A O SHALL BE cu b • 4' S1/4" 7' 0" 9" 15' 8" ■ 2' 3" 3'-6" 3._p. OWNER 26'-11/2" • � „ Cu I• WI — _ CONDENSER ,� �� WALK-IN „ N VERIFIED TO MEET EGRESS REQUIREMENT BY O ■ ■ 1' 0" —� INSTALL IN "DRYER BOX" DB-425 I ■ REFER I 1'-0" ■ CLOSET MANUFACTURER w/4" DIA VENT THRU SPACE o �_ �! ACCORDANCE 1 N ■ KNEE ■ cts w/T24&CMC 60 ® "ROOF JACK" DRYER SPACES 10. INTERIOR WALL FINISH TO BE 1/2" GYP BD w/ ROOF VENT I' I f ■ _ I ■ _ _ o SMOOTH TEXTURE AND PAINT COLOR TBD co — ■ 114 200A SERVICE U.O.N. 7 �c•x x J(-X X•�C x x•>X•7F w X•X I R PANEL Ln II \ / o GYP BD SOFFIT ■ —� ■ All. VENTILATION SUMMARY — — — X SINK mai .1 107 @ 8' •0" h ..i- BATHROOM 1/EN SUITE: // \\ O • i = 50 CFM FAN w/4"O FLEX DUCT 70' MAX FIREBLOCK -�T— �- ��-� PER CBC718.2 11 QA ' BATHROOM2: WALK IN J e LV/ WC 4 Q N—+ 108 1003 CLOSET LAUNDRY L CLG . — �_ =ATH 3 CON 50 CFM FAN w/4"(1� FLEX DUCT 70' MAX 1 BATHROOM 3: ___-14-- -+---_ -STACK �'� !i VOL CLG UTILITY 105 ST001) LENGTH VINYL PLANK 1 - FLOORING �`' AC) 4 N' bo (no) f/WH 50 CFM FAN w/4"0 FLEX DUCT 70' MAX - - - r - - - - J _-_ WASHER & DRYER 101 l PANTRY : VI L PLANK ----H R&s R&s \\�� ENTRY <— bi FL ORING ^ N WHOLE HOUSE EXHASUT: 1� 80 CFM MIN &SHALL BE ON AT ALL TIMES WHEN HOUSE IS OCCUPIED 4 A SEE FLOOR PLAN NOTE#1 A B 42SQ I I CONC ENTRY I I B Al2. BATH 3 SHALL BE PROVIDED w/GRAB BAR O CCNC II I I STOOP I SOFFIT,1x6's o/5/8" REINFORCED WALLS @ WC SIDE& REAR WALL 1 STOOP TYPE"X" EXT GYP 36"x 60" SHOWER PAN w/ &ALL THREE SHOWER WALLS w/ 2x8 SOLID •4. I I I SHTG @+9'-6"A.F.F SOLID SURFACE _ BLKG MIN @+39 1/4"AFF IN ACCORDANCE W o I I SURROUND&TEMP GLASS WITH CRC R327.1.1 V eo 10'-9" 5'-6" 4'-4 1/2" [ 2'-5" 7'-4' 6'-4 1/2" J- I 8'-4" 11'-0" 2'-9" 4'-6" 4'-111/2" ENCL. PROVIDE CONT 2x8 ° Z •• • • • • L. �, I SOLID WALL BLKG @+39 A13. SHOWERS&TUB-SHOWER COMBINATIONS co 37'-71/2" 10 1/2" i L 9'-0" 1 2 L\� 23'-5 1/2" 9'-5 1/2" 1 4'-5 1/2" 1/4"AFF 3 SIDES A SHALL BE PROVIDED w/ INDIVIDUAL CONTROL W z (0 • i ' '�.\yy\ I -I VALVES OF THE PRESSURE BALANCE, CI —Ia) .y THERMOSTATIC,OR COMBINATION RESSURE —^ I- inCU O •• \\\117741 (•• BALANCE/THERMOSTATIC MIXING VALVE J Z 0) 0 W a V O I o J ai M a WD SCREEN FENCE Q -SEE ELEV WALL LEGEND W Z W o ,_, Oz TYPICAL EXTERIOR STUD WALL: 2x6 DF 0 a o M a STUDS @ 24"o.c.w/ R-23 @ CAVITY& R- N 0 Q CARPORT i—SOFFIT, BOTT OF BM. Cu 2 EXT FOAM BOARD INSUL o/STRUCT SEE FRAMING PLAN SHTG. S.S.D. FOR STRUCTURAL SHEET NAME: FOR BM SIZE SHEATHING,SILL PLATE&TOP PLATE FLOOR PLAN REQUIREMENTS. EXTERIOR FINISH : DRYVIT RMD EIFS, ICC APPROVED ESR-1547 OR APPROVED EQ. o/STRUCT SHTG. INSTALL EIFS PER MANUF SPECS. Cilli FINISH COLOR TBD • • ii • • INTERIOR FINISH: 1/2" GYP BOARD w/ SMOOTH PLASTER FINISH & PAINT 8x8 POST S.S.D. COLOR T.B.D. -TYP OF40 Q CARPORT I + TYPICAL INTERIOR STUD WALL: 2x4 •4 A STUDS @ 16" o.c.w/1/2" GYP BD EA SIDE,TEXTURE& PAINT. COLOR& TEXTURE BY OWNER PROJECT NO. 22.012 I. ' • • • • 1 TYPICAL INTERIOR PLUMBING WALL: 2x6 STUDS @ 16"o.c.w/1/2"GYP EA DRAWN BY RIB SIDE, w/TEXTURE& PAINT. PAINT& SCALE AS NOTED TEXTURE BY OWNER ISSUE DATE 34'-11/2" 16'-0" 33'-10 1/2" BUTTE CO.INITAL 01/13/23 ADD 3 1/2"SOUND INSULLATION BATT ISSUE TO WALL ASSEMBLY BUTTE COUNTY A 10/20/23 84'-0" PLAN CHECK • • �1 3. 0 8 r U 0 1 - - '._) PROJECT AREA CALCULATIONS SHEET NO. NORTH N RESIDENCE: 1200 S.F. PORCH: 250 S.F. EA. Al ■2 FLOOR PLAN 4 FLOOR PLAN NOTES 1/4" =1'-0" 10 OF 21 DOOR SCHEDULE DOOR DOOR INFORMATION FRAME NUMBER HARDWARE REMARKS FIRE RATING ## ) TYPE SIZE MANUF/MODEL/STYLE MATERIAL FINISH LOCATION MATERIAL FINISH GROUP 100 I. 3'-6"x 8'-0" ALLWEATHER SERIES 7000 INSWING ALUMINUM ANODIZED EXTERIOR ALUMINUM ANODIZED - - - ALLWEATHER SERIES 7000 INSWING 101 II 3'-6"x 8'-0" ALUMINUM ANODIZED EXTERIOR ALUMINUM ANODIZED - 102 III 8'-0"x 8'-0 ALLWEATHER SERIES 8000 XO ALUMINUM ANODIZED EXTERIOR ALUMINUM ANODIZED - SEE PLAN FOR OPENING DIRECTION - SLIDING DOOR Benitez Designs 103 III 8'-0"x 8'-0 ALLWEATHER SERIES 8000 XO ALUMINUM ANODIZED EXTERIOR ALUMINUM ANODIZED - SEE PLAN FOR OPENING DIRECTION - PO BOX 433,OREGON HOUSE SLIDING DOOR CA 95962 ALLWEATHER SERIES 8000 XO 530.570.2451 104 III 8'-0"x 8'-0" SLIDING DOOR ALUMINUM ANODIZED EXTERIOR ALUMINUM ANODIZED - SEE PLAN FOR OPENING DIRECTION - 105 IV 3'-0"x 8'-0" SOLID CORE SHAKER,SINGLE PANEL WOOD PAINT EXTERIOR WOOD PAINT - - - 106 V 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE 107 V 2'-8"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT OBSCURED GLASS TBD BY OWNER - FULL LITE 108 V 3'-0"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE 109 V 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE 110 V 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE 111 VI. 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE =1'-0_" 17 -1'-0_" 13 112 IV. 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE 113 V 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE 114 V 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE 115 V 2'-6"x 8'-0" SOLID CORE,SHAKER, SINGLE PANEL, WOOD PAINT INTERIOR WOOD PAINT - OBSCURED GLASS TBD BY OWNER - FULL LITE co zco 8'-0" 3'_0" 8'_0" 3'_0" SEE _1 a)•i. I- • SCHED zLO• O Q L SEE SCHED D a v • • • dui Z Z OJ w a 0 = Q m a uZcv0 I \ /• O b O O / O op ao eo • (U / \. +O' 0" FIN FLR — — 111.1!/111111 . — . � . 3 . — . / . — . � — • — • — • — a — • — • — ' • - _00_ r • _ ,s— I. ALUMINUM STOREFRONT ENTRY II. ALUMINUM FULL LITE III. XO SLIDING GLASS DOOR IV. EXTERIOR SHAKER V. INTERIOR FULL FULL LIGHT SHAKER 18 14 DOOR TYPES & SCHEDULE 2 =1'-0' =1'-0' 1/4" = 1'-0" WINDOW SCHEDULE 1 WINDOW DESIGNATION WINDOW INFORMATION GLAZING INFORMATION REMARKS 18" 18" 36" U-VALUE SHGC SIZE MANUF/MODEL/OPTIONS CONFIGURATION MATERIAL FINISH TYPE (MIN) (MAX) -2x8 o/2x8 --2x8 SOLID BLKG SOLID BLKG MIN IN ALLWEATHER SERIES NAIL ON EQUAL LEG 20 MIN FIRE RATED OR ONE TEMPERED ACCORDANCE A 8'-E"x 8'-0" 5000 FIXED/AWNING ALUMINUM ANODIZED DUAL PANE PANE w/CRC R327.1.1 W ALLWEATHER SERIES NAIL ON 20 MIN FIRE RATED OR ONE TEMPERED `, J• `, •r 1-` B 4-0 x 6-0 5000 FIXED/AWNING ALUMINUM ANODIZED DUAL PANE PANE V I— r 1 —I — I"- J L_ — I_ — e J e ALLWEATHER SERIES NAIL ON 20 MIN FIRE RATED OR ONE TEMPERED , } CO 2'-0"x 6'-0" 5000 FIXED/AWNING ALUMINUM ANODIZED DUAL PANE PANE W Z (0 w I m ~ 0 J 0) 0) �i( OD 4'-0„x 8'-0„ ALLWEATHER THER SERIES NAIL ON FIXED/AWNING ALUMINUM ANODIZED DUAL PANE 20 PANEN FIRE RATED OR ONE TEMPERED Z 0 1 HI- (I) c 1 c (( OBSCURED GLASS, 20 MIN FIRE RATED W/ O Q O O 4'-O"x 8'-O" ALLWEATHER SERIES NAIL ON ALUMINUM ANODIZED DUAL PANE OR ONE TEMPERED PANE C+ a V M CI 5000 FIXED/AWNING ii •17"-18" Q J 1 FIN •CLR'� ALLWEATHER SERIES NAIL ON FIXED 20 MIN FIRE RATED OR ONE TEMPERED J I� F 4'-0"x 2'-0" ALUMINUM ANODIZED DUAL PANE u Z - = — 0 5000 AWNING PANE u cn FLIP DOWN GRAB HORIZ GRAB BAR SIDE WALL 0 0 D ce 21M a aacuQQ BAR REINFORCING REINFORCING a0 REINFORCING g_o" 4'-0" 2' E" 4'-0" 4'-0" 0 Cad BACK WALL BACK WALL A 1. I. EQ L EQ SHEET NAME: GRAB BAR REI DOOR & - — WINDOW _S_ +8_E $ HDHTI 1 . •r . _ . _ — .�� • — — • — — �` �, — SCHEDULE o / \ , / .j o AA / \ A(U (lJ 2x8 SOLID �� / \ / \ �� BLKG @ EA Fill.111] / \ • r • r pry\ END BACK CU • (U • PROJECT NO. 22.012 - WALL — _S_ :KY-0". — / \ . — . — . — . — . — . — . — . — . — . — . — . — 1 \ . . — . — . — . — . — . — . — FIN FLR J DRAWN BY RTB O O O O© O SCALE ISSUE DATE AS NOTED BUTTE CO.INITAL 01/13/23 ISSUE N m BUTTE COUNTY A 10/20/23 PLAN CHECK i ' •r [ SHOWER i DEPTH SHEET NO. SHOWER END WALLS BACK WALL A Al . 3 GRAB BAR REINFORCEMENT 12 WINDOW TYPES & SCHEDULE 4 3/8" = 1'-0' 1/4" = 1'-0' 11 OF 21 P P P P 5 PY 9 P P 3'-1/4" 3'-0" 3'-0" 3'-0"L L RAKE RAKE RAKE RAKE TYP GUTTER 4 S4 J 2 \:, �� I Benitez Designs • 1 ``` PO BOX 433,OREGON HOUSE • \., •4. '\\ \ \ \ ` CA 95962 - w \ 10 TYP O F 8 530.570.2451 w �� S4 @DECK 8x10 DF#1(B6)TYP ' CTHIS IS AN UNVENTED ATTIC SPACE PER 1202.3. `�N ATTIC VENT CALCS \ hk TYP GUTTER �• ' r / 1 / 1 S4 �.' 0 \\ 0 4 1. TYPICAL ROOF ASSEMBLY:TYP ROOFING o/ © m STRUCT ROOF SHTG o/ R-4 MIN RIGID o nr TYP GUTTER INSULATION & R-38 CAVITY MIN w/ NO AIR GAPS ':L3 \ a I o/1/2" INTERIOR GYP BD w/SMOOTH PLASTER �` ` J FINISH & PAINT COLOR T.B.D. • .� I 00 2. TYPICAL ROOFING:ASC BUILDING PRODUCTS •4. cu "SKYLINE ROOFING"16"WIDE PANEL, 1" p j A • ` STANDING SEAM METAL ROOF INSTALL PER w ti MANUFACTURES SPECS FOR CLASS'A' FIRE • ` RATING.COLOR T.B.D.o/ROOF SHEATHING. 6x8 DF#1 HDR ' 6x8 DF#1 HDR ` 6x8 DF#1 HDR • ' 6x8 DF#1 HDR(B5) \ ` 6x8 DF#1 HDR(B7) `` 6x8 DF#1 HDR \ �. 6x8 DF#1 HDR O •r •r II — i. — — „--- 3. TYPICAL GUTTER:5" "A" STYLE GSM BOX GUTTER, KYNAR FINISH w/LEAF SCREENS PER CBC 11 BLOCKED ROOF 705A.4&SQUARE DOWN SPOUTS o/TYP FACIA co II DIAPHRAM PER _1 py7 I'' CS16 PER 11/S2 NOTE#18 "I 4. TYPICAL BARGE RAFTER& FACIA: 2x12 z Ln Alkz � LL ,,• � I z p Q cco o I' I S4 "I 2TYPBARGE BD ROOF NOTES ° a J • Z OJ 0 8 MI Wa ° o � Qmo' A © I t S4 _ 4 A U z cv O •4. •4. 1. SEE TYPICAL NOTE SHEET S1 AND TYPICAL DETAIL — 1:12 I 1:12 I SHEETS S2-S4 FOR ADDITIONAL INFORMATION. o 0 Cu - 1:12 ••J 2. PROVIDE ANCHOR BOLT SIZE AND SPACING PER SHEAR WALL SCHEDULE AND TYP. DETAILS. I J I J I I I J = 6 PROVIDE ANCHOR BOLT SIZE AND SPACING PER o • om , ' CS16 PER 11/S2�', S4 SHEAR WALL SCHEDULE AND TYP. DETAILS. CO ro I, m I CO I'- 3. RECOMMENDED SLAB SECTION: 3.1. 4" CONCRETE SLAB WITH #3 AT 15" O.C. SECURELY LOCATED AT MID DEPTH OF SLAB. . - 3.2. WATERPROOF MEMBRANE(DELETE AT . EXTERIOR SLABS) S4 6 O.H. I 3.3. 4" FREE DRAINING MATERIAL. 3.4. PROPERLY PREPARED SUBGRADE. I Ili 4. CONTRACTOR TO PROVIDE CONTROL JOINTS AT _ I I I 15'-0" O.C. EA.WAY MAX. • = 5. TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: '" •__I6x8 DF#1 HDR - I u_ TYPICAL MINIMUM BEARING WALL FRAMING U.N.O.: I "I 5.1. EXTERIOR WALL: 2x6 DF STUD AT 16"O C. 6x8 DF Ix 5.2. INTERIOR WALLS: 2x4 DF STUD AT 16" O.C. 6x8 DF#1 HDR 6x10 DF#1(B4)/-_ , • 6x8 DF#1 HDR I 6x8•DF#1 •HDR n #1 H•DR. T1 6. SEE DETAIL 9/S2 FOR TYPICAL STUD WALL --1-- • - ELEVATION AND TYPICAL WALL OPENING . SCHEDULE. - w o > A 7. SEE TYPICAL SHEAR WALL SCHEDULE,1/S2, FOR ' w 1 I m 2x8 RAFTERS( 10)@ 16" o.c. m E I I LOCATIONS WHERE 3X PT SILL PLATES ARE •4. I # # I I REQUIRED. LL. 1 • Li_ •r 5 o o I I 044 .. 8. DO NOT REMOVE OR MODIFY SUPPORT MEMBERS © S4 co OR HARDWARE FOR EXISTING FRAMING WITHOUT W i� THE EXPRESS WRITTEN CONSENT OF THE V MIF ' o Y ENGINEER OF RECORD. Z IL 8x10 DF#1(B8) ., I N O .r © TYP FACIA 9. TYPICAL ROOF SHEATHING(UNO):1/2"THICK, APA, W Z CO / a J 0 0 S4 TECO, OR PITTSBURGH RATED SHEATHING, SPAN 0 RATING 32/16, EXPOSURE 1 STRUCTURAL PANELS, I- If) N APPLIED WITH LONG DIMENSION ACROSS (in Z 0) 0 SUPPORTS AND ADJACENT PANELS STAGGERED W O V O I I ( TYP GUTTER WITH 4' ENDS OFFSET 4'(CASE 1,3 CBC TABLE 23- N a 0 V-I);. EDGE NAIL WITH 8d COMMON OR L.L N, EQUIVALENT(0.131" DIA X 2 1/2")AT 6"O.C.AT ALL —IJ M 1-1 m Vt PANEL EDGES, BOUNDARIES,GABLE ENDS, ' J_ Vt DBL 2x8 RAFTERS(B10)0 24"o.c. o BLOCKING AND WHERE INDICATED ON PLAN. FIELD Z N = - 0 o N N o NAIL AT 12"O.C. PROVIDE 1/8"GAP AT ALL PANEL . Q Z o. EDGES U.N.O. BY PANEL MANUFACTURER. a Q a () a co (L O Q 5 I I 044 10. USE(2)TRIMMERS AT HEADERS SPANNING 6'-0" S4 I I AND GREATER. SHEET NAME: 11. SUPPORT ALL TRIMMERS ABOVE WITH ROOF / . -, _./ I .I RUN JOIST WHERE TRIMMERS CAN NOT © _ RUN CONTINUOUSLY TO FOUNDATION. ROOF 8x10 DF#1(Bl) o a 12. PROVIDE POS.ATTACHMENT OF ALL BEAM TO FRAMING \ • - POST, BEAM TO BEAM, POST TO BEAM,AND POST r TO POST CONN'S WITH (2)ST22 STRAPS MIN.AND © A A35 CLIPS U.N.O. PER PLAN AND DETAILS. 4' 13. SEE NOTE SECTION 8 ON SHEET S1.0 FOR ROOF • ak 9 TRUSSES BY OTHERS. S4 S4 14. 4X POST MIN.AT ALL BEAM AND GIRDER TRUSS 3'-0" 3'-0" BEARING POINTS AND CONTINUE IN WALL TO EAVE I i EAVE FOUNDATION. PROJECT NO. 22.012 15. ANY DISCREPANCIES BETWEEN FRAMING SHOWN DRAWN BY RIB 1 $ AND FIELD CONDITIONS SHALL BE IMMEDIATELY SCALE AS NOTED BROUGHT TO THE ENGINEER OF RECORD. ISSUE DATE 16. HEADERS OR OPENINGS SHALL BE AS FOLLOWS, BUTTE CO.INITAL 01/13/23 ISSUE U.N.O. BUTTE COUNTY 16.1. INTERIOR 4X8 DF#2 PLAN CHECK 0 10/20/23 16.2. EXTERIOR 6X8 DF#1 (------....„.` 17. PERFORATED SHEAR WALLS HAVE BEEN DESIGNED PER ANSI/AF& PA SDPWS-2018& 1_,} CBC22. FULL LENGTH OF WALL SHALL HAVE SHEAR PLY INSTALLED PER SHEAR WALL SCHEDULE. HOLDOWNS ARE AT ENDS ONLY SHEET NO. PROJECT WHERE REQUIRED BY LATERAL CALCS. NO NORTH N STRAPPING IS REQUIRED AROUND OPENINGS. A2 • 1 FLOOR PLAN 4 STRUCT. PLAN NOTES 1/4" =1'-0' 12 OF 21 Benitez Designs —TYP BARGE RAFTER —TYP FACIA PO BOX 433,OREGON HOUSE CA 95962 530.570.2451 PL HT I - _1 I PL HT •r J y _ 12 T.O. POST J 1 1' �__.—-__ + TYP SOFFIT jr SOFFIT HT 9,299 ., I HD HT lad ENTRY f.' I II HD HT ROOF BM 1 \. S.S.D. \ • EXTRUDED N \ TIMBER POST \ \ •:•:•:••:• ALUM RIGGLET N w/1" REVEAL 0 /\ 6-) 0co -S.S.D. :: : /\ i o L. / \ p. / / V / \ I ',:•:•:• •:•:. N / :: A Cu .TOS/ FF -I TOS/FF .} ... s . •---: :: •:•: TOS/ FF r `GSM STUCCO SCREED [__TYP EXT FINISH z ccoo J Q) H U7 z (3) z O Q D a U 0 J u Z Z OJ ? > w a O UZcmvO EXTERIOR ELEVATION - NORTH / FRONT 1 1/4" = 1'-0" W TYP ROOFING —TYP BARGE RAFTER V Z - W Z cO CO TYP GUTTER 12 TYP FACIA CIJ TYP GUTTER • 1 ' NI' — _ _ I I— In al • ... �, BOT OF BMU O } -•L•,...---- ---- - ...... :- --- :; :; :- : ::-: ::• : : @CARPORT J W CO . . . . ... ... . T.O. BM :: • :: :::::•::::.74.:�•:::: • ... .. HD HT .. '• '• II Q J •--I _ . Z cn > o J /� /\ TYP SOFFIT w w ROOF BM / /• • TO SCREEN FENCE; O o ,., O Z -S.S.D. \11 \ T EXTRUDED ALUM ::::•••;•:••;••::::•••;;•••••:•:::::; ct oM ce a RIGGLET w/1" 0 Q i N O Q 63 REVEAL == 33•: ADDRESS NUMBERS. o o a = TYP CABLE RAIL il 4" MIN HT&1/2" MIN a -1 SHEET NAME: O DECK GUARD A1 aster;04.4... . STROKEco ELEVATIONS -SEE 14 TYP EXT FINISH co A4.1 1 J -�. — EXTERIOR •••:::. _ T E TIMBER ........................ 1 N POST-S.S.D. .TOS/FF 1 i .•:.•.•.•.•:::.•.•. • ••• • • I TOS/FF. GSM STUCCO SCREED is I ��--•�_�,,.�_ I 1 SCREEN FENCE,1x8's w/ J 1/4" GAP EA SIDE OF 4x4 — — — —r POST MID SPAN 1. TYPICAL EXTERIOR FINISH : DRYVIT"RMD" EIFS, ICC lossoggill _ _ _ J J A APPROVED ESR-1547 OR APPROVED EQ. INSTALL EIFS PER — — — —r MANUF SPECS. FINISH COLOR TBD — — — 1 2. TYPICAL GUTTER: 5" "A" STYLE GSM BOX GUTTER, KYNAR PROJECT NO. 22.012 r — — _IFINISH w/LEAF SCREENS PER CBC 705A.4&SQUARE DOWN SPOUTS o/TYP FACIA DRAWN BY RTB SCALE AS NOTED 3. TYPICAL ROOFING:ASC BUILDING PRODUCTS"SKYLINE ROOFING" 16"WIDE PANEL,1"STANDING SEAM METAL ISSUE DATE ROOF INSTALL PER MANUFACTURES SPECS FOR CLASS'A' BUTTE CO.INITAL 01/13/23 ISSUE FIRE RATING. COLOR T.B.D. o/ ROOF SHEATHING. -S.S.D. BUTTE COUNTYA 10/20/23 FOR SHEATHING& NAILING PLAN CHECK 4. TYPICAL BARGE RAFTER& FACIA: 2x12 5. TYPICAL EXTERIOR SOFFITS @ EAVES, RAKES, ENTRY, - - DECK&CARPORT):1x6 S4S CEADER o/5/8" EXTERIOR GRADE TYPE "X" GYP SHTG SHEET NO. 6. A TYPICAL CABLE RAIL DECK GUARD: 6x6 GUARD POST w/ AL 2x6 TOP RAIL&CABLE GUARD @+42"ABV FIN DECK PER C.B.C.1015 61607.8.SEE 14/A4.1 A3 • 1 EXTERIOR ELEVATION - EAST / LEFT 2 ELEVATION NOTES 1/4" =1'-0" 13 OF 21 TYP ROOFING Benitez Deg POenite BOX 433,OREGONsi HOUSE ns CA 95962 530.570.2451 TYP GUTTER I` 0/TYP FACIA PLHT II - .- -- _ - - - - -- - - - - -- - - - - - - - - - - - - -- — — — L PLHT 4 ' J fSPMM}C• .I J T.O. BM I I T.O. BM 4. HD HT •••••••••••••• HD HT r ; T .......--."-.............. .. WW:ggOgN :MERE '' ' EXTRUDED TYPET rl .-.4...... rl o� ..:**-W:1 Wg7M W$ °:.:.::::::::::::: .:.: :::::::::: $$$$$$X+:::::::::::::::: :M0x.x$::::: ::::..•::::::::::�::,� ' •::.�.�:::::::::::::: ALUM RIGGLET •.;• : : .. ...... .............. ... •• ,..�.....::::.:::::..:.:::::::::, r::.:�.:.�::: v::�• FINISH •'�:. O O 1 w 1" REVEAL rn • 1. rn 0Ni :10 y co — - •_ J L • • • • IP N• TOS/ FF 5:7 ]:. F{: / \ TOS/ FF N< < TIMBER DECK LTYP CABLE RAIL DECK GSM STUCCO co POST- S.S.D. GUARD-SEE 14 A SCREED _1 a) A4.1 I I — 3 (3) D a v 0 J LLj Z Z OJ ? > wo' OO Uzcmv0 EXTERIOR ELEVATION - SOUTH / REAR 3 1/4" = 1'-0" —TYP BARGE RAFTER W V W co TYP ROOFING Z co I PL HT @ FRONT WALL — `� 12 TYP GUTTER 0 —I O O • I — — — _ _ — 1 0/TYP FACIA al `� -ti.•.;,cirri M.A.'— — — _ — — PL HT Q V O — a o lr:.�.;c;;,} r •• J M T.O. BM 1-1 ITI HD HT J r 1 _ '/ •, L ROOF BM w w Q O • S.S.D. O Ce .-4 Ce a r,1 I ,. EXTRUDED o coN ROOF BM I • / ALUM RIGGLET TIMBER DECK a Q a N 0 Q S.S.D. w/1" REVEAL POST S.S.D. co - SHEET NAME: —TYP EXT FINISH L CABLE • e TIMBER POST > I GUARD co ELEVATIONS w S.S.D. .2 J• \ . Kn END OF DECK — EXTERIOR (U • • •TOS/FF �j _ _ _I� TOS/ FF •I . — I I I I I �- - - - 1. I. i SCREEN FENCE, + L • lx8's w/1/4" GAP GSM STUCCO SCREED EA SIDE OF 4x4 1. TYPICAL EXTERIOR FINISH : DRYVIT"RMD" EIFS, ICC POST MID SPAN A APPROVED ESR 1547 OR APPROVED EQ. INSTALL EIFS PER MANUF SPECS. FINISH COLOR TBD 2. TYPICAL GUTTER: 5" "A" STYLE GSM BOX GUTTER, KYNAR PROJECT NO. 22.012 FINISH w/LEAF SCREENS PER CBC 705A.4&SQUARE DOWN SPOUTS o/TYP FACIA DRAWN BY RIB SCALE AS NOTED 3. TYPICAL ROOFING:ASC BUILDING PRODUCTS"SKYLINE ROOFING" 16"WIDE PANEL,1"STANDING SEAM METAL ISSUE DATE ROOF INSTALL PER MANUFACTURES SPECS FOR CLASS'A' BUTTE CO.INITAL 01/13/23 SSUE FIRE RATING. COLOR T.B.D. o/ ROOF SHEATHING. S.S.D. BUTTE COUNTYA 10/20/23 FOR SHEATHING& NAILING PLAN CHECK 4. TYPICAL BARGE RAFTER& FACIA: 2x12 5. TYPICAL EXTERIOR SOFFITS @ EAVES, RAKES, ENTRY, - - DECK&CARPORT):1x6 S4S CEADER o/5/8" EXTERIOR GRADE TYPE "X" GYP SHTG SHEET NO. 6. A TYPICAL CABLE RAIL DECK GUARD: 6x6 GUARD POST w/ A 2x6 TOP RAIL&CABLE GUARD @+42"ABV FIN DECK PER C.B.C.1015&1607.8.SEE 14/A4.1 A3 .2 EXTERIOR ELEVATION - WEST / RIGHT 4 ELEVATION NOTES 1/4" =1' 0" 14 OF 21 EQ EQ ��^ 2x6 DF#1 OR 2-SIMPSON DSV312#10x3 1/2" OS4 TOE 2-SIMPSON DSV312#10x31/2" SCREWS FROM BOTT BETTER S4S SCREWS TRHU TOP RAIL INTO TOP RAIL POST I I I I .» / """ """ I OF TOP RAIL INTO I I I I I N. POST 1 1 i 5/32"7x7 T316 1 .L_ __i. 714 STAINLESS STEEL l / ` 1 CABLE. CABLE [___J TYP ROOF ASSEMBLY TYP ROOFING TENSION#150 LBS / o/CONDITIONED SPACE S4 __' INSTALLED PER i .--- ........ / "CABLE BULLET" L- ] TYP FACIA __' CABLE RAIL MFRS SPECS WOOD POST 1 _ _ 12 i 1 TYP GUTTER TENSIONER, 6x6 GUARD POST PL HT \ T Benitez Designs ___J. PO BOX 433,OREGON HOUSE 714 •-- INSTALL PER MFR ___ II = • • . . / \ CA95962 SPECIFICATIONS Jr- r L===J. co ` I / — 530.570.2451 __' --- TYP SOFFIT �;. . . . . .. _- L tr I CABLE CONT I I m "CABLE BULLET" THRU GUARD II -- I _ dr PL HT • __' CABLE SPACER POST&STRUCT L a J. t -=== MOUNTING =111 \ £ BAR @MID BRACKET _ _ TYP INT STUD WALL / r SPAN OF POSTS - I HD HT_ -T. _ ____ . t ==== i � 1 • �C 8x8 TIMBER POST STAINLESS STEEL I • STRUCT MOUNTING I - '- _} BRACKET.SEE L =-I 11.1.0 TTT STRUCT DWGS *1160 • TYP SOFFIT `er FOR BRACKET •' HDR S.S.D. DETAILS& BOLT N TYP EXT STUD WALL > SIZES SHOWER TEMP> GL ENCL 0 WALK-IN ELEVATION CLOSET o I \_- EN SUITE . 7" L L 7" I. a , i' • 1 T.O. RAIL 3 EZM 2x6 S4S TOP RAIL )' I CONC.SLAB-- S3 /J -SEE FND PLAN _I " J I r Q Q /-' •. / 1.; "CABLE BULLET" 3 o w CABLE RAIL WOOD w cu TOS/FF / ` / \ TOS/ FF, z co H " POST TENSIONER, H " a - r • J p) INSTALL PER MFR w �.�.�.�. .•.•.�.�.�_�_, Z �1-nn-nn-nn-nn-nn-IIII-nn-lnl-nn IIII-Iin _ ._ ,_ ,_ � - Q SPECIFICATIONS O m TYP STEM WALL z a U w w =IIII IIII IIII IIII IIII IIII IIII IIII IIII III —IIII— IIII—IIII—IIII=un- I , U " U " — `— ,I WATERPROOFING 0 J W 11=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII=IIII III =IIII=IIII=IIII=IIII=I11_— I.I,-11.- _ r w 8x8 TIMBER POST LL z Q w Q _ IIII-IIII-IIII=IIII=IIII= Q r �p - / -1iu- _w �� I CONC RETAINING z J / —IIII-IIII=IIII=IIII-11I I-1 i I I w a ° Q "CABLE BULLET" ; > 1 / —IIIIIIII=IIII-IIII=IIII-1 ■ WALL S.S.D. U Z cmu O "' 1111- DELUX CABLE RAIL S3 =IIII=IIII-.111'lilll�ll _ " THRU POST HOLE " - r m III _ 1 )1 6x6 GUARD POST ) I I . _ _ q 1(,1 COVER 1 >I a PEA GRAVEL BACKFILL� III /` IIII 1�llllll=IIII-IIII 11= 1 I O — �—IIII= — — "c; STAINLESS STEEL "i J IIII-IIII—I� __ —II-� _IIII— _ _ _ 71- 4" PVC PERFERATED _,I IIII=IIII=IIII= — m I "i STRUCT MOUNTING I�,I U DRAIN LINE 1I�=1,, =IIII=IIII- I BRACKET. SEE I I N I I IJ . , '�I STRUCT DWGS FOR iiir1" BRACKET DETAILS& r,-i r II I � BOLT SIZES T.O.SLAB I. I. • II SECTION A-A SECTION B-B 1 CABLE RAIL DECK GUARD 14 BUILDING SECTION - PARTIAL 1 1"=1'-0' TYP ROOF ASSEMBLY TYP ROOFING 0/CONDITIONED SPACE 1. j PL HT - .. 12 11 TYP GUTTER . ._________ W I - U M M M M M M M M M M M M h ,....... 11 II N IY II II II 11 01 N N I N N N 01 1 PL HT ;C J7x WCO / \ �� u, ,\ T.O. BM • Z CU - TYP EXT STUD WALL -- 0 -Irna) TYP SOFFIT SOFFIT HT X I • H � fLl •- HD HT T T HD HT.• W Z 0) 0 ROOF BM I 1. TYPICAL EXTERIOR STUD WALL: 2x6 DF STUDS 0 24"o.c. W 0 -S.S.D. TYP SOFFIT w/ R-23 @ CAVITY& R-2 EXT FOAM BOARD INSUL o/ a V I..L O GYP BD STRUCT SHTG.S.S.D. FOR STRUCTURAL SHEATHING, SILL -I W M TYP SOFFIT SOFFIT @ PLATE&TOP PLATE REQUIREMENTS. Q J 7' ROOF BM EXTERIOR FINISH : DRYVIT RMD EIFS, ICC APPROVED ESR- Z — 0 N +8' 0"A.F.F j \ A S.S.D. 1547 OR APPROVED EQ. o/STRUCT SHTG. INSTALL EIFS W w Cf I I OZ -TiPER MANUF SPECS. FINISH COLOR TBD p o cn a s ' TYP DECK GUARD+42" o INTERIOR FINISH:1/2" GYP BOARD w/SMOOTH PLASTER a Q a N O Q FINISH & PAINT COLOR T.B.D CARPORT coi0 4 ACCORDA CE w/CRC coop DINING ... / S3 DECK 2. TYPICAL INTERIOR STUD WALL:2x4 OR 2x6 STUDS @ 24" SHEET NAME: - R312.1 Co C- �, 1_. o.c.w/1/2"GYP BOARD EA SIDE w/SMOOTH FINISH & I I ,�`( 3 LOCATIONAINT COLOR AND N INSULATION RE FLOOR QUIRMENTOS S.S.D. OR L TYPE BUILDING - I I -4 I- -, . . S3 CONC.SLAB- - / - 1 1 STRUCTURAL SHEATHING,SILL PLATE &TOP PLATE SECTIONS PERMEABLE PAVER — CONC ENTRY -SEE FND PLAN , ; ; REQUIREMENTS DRIVEWAY SEE SITE STOOP - I I ' ' ' PLAN / I 3. TYPICAL ROOF ASSEMBLY o/CONDITIONED SPACE:TYP I I I 1 1 '...'. /` ROOFING o/STRUCT ROOF SHTG-S.S.D.o/ R-4 MIN RIGID • TOS/ FF / — _ TOS/ FF• INSULATION & R-38 CAVITY MIN w/ NO AIR GAPS o/1/2" • - - -_ _ =nl1=IIII—IIII=IIII—, — — — — — * , IIII1111 =IIII IIII IIII IIII i1,IIII1_11e—I I,—I 1iIIII1 1�= COLOR T.B.D. BD w/SMOOTH PLASTER FINISH & PAINT VI INTERIOR GYP w "II III IIII=IIII " " 4. TYPICAL GUTTER: 5" "A" STYLE GSM BOX GUTTER, KYNAR I I-1111-1111—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—III III , • .-IIII —I I I I—I I I I—I I I I—I I I I—I — L I - p-p='p=' p=p=:- p=p=i=-p=. -: -_:- pip-.- TYP STEM WALL -u11-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-1111-11,1-1111-1111-1111-1111- -IIII I -'=..,-... ..., ....,-.•;.-•=•=•=•_•_•=•=•- '='=..,-.4*, FINISH w/LEAF SCREENS PER CBC 705A.4&SQUARE =IIII=IIII 1 —IIII— —I1 .i•.".• .- .- .- .-.t.-t.-t.-�.-.m.-.t.-z.-�.._ -�•-t.- .-�, IIIIIIII=III 11IIII..=IIIIIIIIII �_,�_� �,- : :�-: : :,: : 1 - '` .. :-: : WATERPROOFING IIII-II" —uu—III - t7;t I I DOWN SPOUTS o/TYP FACIA 1 if =IIII IIII.—IIII IIII II — ^— ••_ CONC RETAINING 5. TYPICAL ROOFING:ASC BUILDING PRODUCTS"SKYLINE —IIII=IIII= WALL S.S.D. S3 1 IIII-IIII—III—II1�—� I I ROOFING" 16"WIDE PANEL,1"STANDING SEAM METAL PROJECT NO. 22.012 ` III -IIII-Inl_-1III-IIII-III _ ROOF INSTALL PER MANUFACTURES SPECS FOR CLASS'A' IIII j DRAWN BY RTB 1111=I4N� III- IIII- I FIRE RATING. COLOR T.B.D. o/ ROOF SHEATHING. -S.S.D. • 1- 1 PEA GRAVEL BACKFILL— -III 1. 11=IIII=IIII=III = _ FOR SHEATHING& NAILING SCALE AS NOTED I 1S III-1 _1"II_IIII-IiII-IIII. IIII= _ -IIII- 6. TYPICAL BARGE RAFTER& FACIA: 2x12 ISSUE DATE 4" PVC PERFERATED 1=i I� II- , -IIII=IIII- BUTTE CO.INITAL DRAIN LINE -1'1'-I 7. TYPICAL EXTERIOR SOFFITS 0 EAVES, RAKES, ENTRY, ISSUE 01/13/23 DECK&CARPORT):1x6 S4S CEADER o/5/8" EXTERIOR BUTTE COUNTYA 10/20/23 PLAN CHECK GRADE TYPE "X" GYP SHTG 8. TYPICAL DECK GUARD: 6x6 TIMBER POST w/2x6 TOP RAIL _ &CABLE GUARD 0+42"ABV FIN DECK PER C.B.C.1015& 1607.8. - 9. TYPICAL STEM WALL WATERPROOFING: POLY WALL "ARROYO DRAIN BOARD"o/POLY WALL"HOME STRETCH SHEET NO. LIQUID WATERPROOFING". FILL ALL VOIDS&CRACKS w/ POLY WALL"BLUE BARRIER JOINT FILLER 2200". INSTALL PER MFRS SPECS. A4. 1 BUILDING SECTION - PARTIAL 2 SECTION NOTES 3/8" = 1'-0" 15 OF 21 OS4 N/ —TYP ROOFING TYP ROOF ASSEMBLY o/CONDITIONED SPACE/ Benitez Designs / , ` , PO BOX 433,OREGON HOUSE CA 95962 PL HT T ( l( ll ll l l� ?\NV\/\2 S/\N\/ 21\1�1\1�1� �1�1�1�1��1�1�1�1�1��1�1�1�1�1�I1�1�1�1�1�t 1\ 1�1�1�!Sl\1\1\1\ Kiting'1 N1\1\1�1\ l N1V 1V 1V 1\!S N1V 1V 1V 1\!Sl\1 N1 V 1\11\1 N1\1 N1 V V S1\1 N1 V\/\aSN i S i I )S i i i S i SNVVV 530.570.2451 �,l111111�11�,1�1�1�1�1� _ 11�1�1��,1111 �,1�1�1�1�1 ,1111111�1��,1�1�111�1�r,l�llllllllr,1�1�1�1�1�r,1�11111�1�r,1�111�1�1J�,lll�l�l�l� TYP SOFFIT k 1N I / / I I HD HT 1 1 LLJ 1 0 I " ii GYP BD SOFFIT GYP BD SOFFIT @+8'-0"A.F.F. cC SHOWER TEMP —4 @+8'-0"A.F.F. _ II z GL ENCL GYP BD SHELF O �1 MASTER @+42"A.F.F. Im o TYP EXT STUD WALL SHOWER EN SUITE BEDROOM TYP INT > KITCHEN ISLAN DINING LIVING 00 �_' ' STUD WALL I ' �••� J. 7 0 I TI.i1 0 We"'�� CONC.SLAB— II /\ /\ /\ SEE FND PLAN/ / / \ / \ ► _ /. . ` \ / ` _ / / \. ./ \ co• co TOS/FF / \ / / \ / \ z rn - Q _ y 1 I I- In TYP STEM WALL )I I I a U WATERPROOFING 'I111—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—IIII—III IIII=IIII= o _ILI =11 N I I-IIII-1111-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-IIII-I I I I-I I I I-1111111I-I I I I-1I I I= I=1111I1=1I 11 CONC RETAINING WALL i_I.—I_I.—I.I.—I_i.—I.i.—I_I.—Ii11—IIIII_I�11111=1iIIIII�IIIIIII�IIIiIiI�I1i�ul�ll .IIII, IIII_IIII-IIII—IIn=IIII=IIII=1nl=ull=IIII=IIII=IIII=IIII=nII=IIII=IIn=IIII=11u=IIII=Inl=lul=IIII=nII—!�! !i!iI-11n_ W o I I _ - -S.S.D. I I=._ . .11II—IIIIr11Tm_n1n1_ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIII 111I- --IIII—IIIII1I1I1I1IIIIIIII11I1I1I1—IIII—IIII—IIII—IIII-111I—IIII-1I11—IIII-1III-1III-IIII=11IIIIII=IIIIIIII —'•' - 11111r—I" I I-IIII-IIII—IIII—IIII—IIII,-IIII.-IIII—IIII=IIII=1111=1111=1111 'i"— — — ` Il --.Imo. -1111—IIII= ==IIII—IIII-1111—IIII — — IIII_ .IIII -III I I PEA GRAVEL BACKFILL 2 `I1�1� 111,= 4" PVC PERFERATED S3 —1 / DRAIN LINE 3 S3 • BUILDING SECTION - PARTIAL 3 0S4 —TYP ROOF ASSEMBLY TYP ROOFING o/CONDITIONED SPACE w N/ / \ (1) V\AIMAA1\11\1\1\1\1\11\MAAIMAAMAAAAA 1ZcO 1� 1\1\1\1\MAAAAAWA1\1\11\1\1\1\4\1\1\1V\I:V\AAAN 1\1\1\1\1\11V\AAN\L1( 1( V PL HT o J 2 2' i I �, In cu \ / 1. TYPICAL EXTERIOR STUD WALL: 2x6 DF STUDS @ 24"o.c. W 0 � w/R-23 @ CAVITY&R-2 EXT FOAM BOARD INSUL 0/ a VQ I 0 TYP SOFFIT STRUCT SHTG.S.S.D. FOR STRUCTURAL SHEATHING,SILL J_ W coN , PLATE&TOP PLATE REQUIREMENTS. - .I Q f 7. / e EXTERIOR FINISH : DRYVIT RMD EIFS, ICC APPROVED ESR- Z N D —IO I II I 1547 OR APPROVED EQ. o/STRUCT SHTG. INSTALL EIFS w w C PER MANUF SPECS. FINISH COLOR TBD o M a a GYP BD SOFFIT / w INTERIOR FINISH:1/2"GYP BOARD w/SMOOTH PLASTER a o < (LI O < @+ - O Q FINISH & PAINT COLOR T.B.D A.F.F. II E TYP INT /. TYP EXT STUD u 2. TYPICAL INTERIOR STUD WALL:2x4 OR 2x6 STUDS @ 24" SHEET NAME: GYP BD SHELF STUD WALL WALL z0 o.c.w/1/2"GYP BOARD EA SIDE w/SMOOTH FINISH & @+42"A.F.F. ,� O PAINT COLOR T.B.D.-SEE FLOOR PLAN FOR WALL TYPE BUILDING = / m 2 LOCATION AND INSULATION REQUIRMENTS-S.S.D. FOR SECTIONS LIVING BEDROOM 2 /. BATHSTRUCTURAL SHEATHING,SILL PLATE&TOP PLATE \ I d REQUIREMENTS . SHOWER \ 3. TYPICAL ROOF ASSEMBLY o/CONDITIONED SPACE:TYP ROOFING o/STRUCT ROOF SHTG-S.S.D.o/R-4 MIN RIGID /\ /\ CONC. SLAB— '. INSULATION & R-38 CAVITY MIN w/NO AIR GAPS o/1/2" / \ / \ -SEE FND PLAN \ INTERIOR GYP BD w/SMOOTH PLASTER FINISH & PAINT / \ / \ •\ •/ - COLOR T.B.D. / \ / \ \ / 4. TYPICAL GUTTER:5" "A"STYLE GSM BOX GUTTER, KYNAR .m. \ TOS/FF. FINISH w/LEAF SCREENS PER CBC 705A.4&SQUARE I , DOWN SPOUTS o/TYP FACIA / =IIII=IIII=IIII=IIII=IIII=IIII=1111E 5. TYPICAL ROOFING:ASC BUILDING PRODUCTS"SKYLINE -11 1111 ` =rrrr- 0! ) I—IIII—IIII—IIII—IIII—IIII—IIII—I II — -IIII— ROOFING"16"WIDE PANEL,1"STANDING SEAM METAL PROJECT NO. 22.012 ROOF INSTALL PER MANUFACTURES SPECS FOR CLASS'A' -III I-1,1,-111 \ =IIII= 1.1. FIRE RATING.COLOR T.B.D.o/ROOF SHEATHING.-S.S.D. DRAWN BY RIB -I'll—. / ` FOR SHEATHING& NAILING SCALE AS NOTED 1 6. TYPICAL BARGE RAFTER& FACIA: 2x12 ISSUE DATE S2 BUTTE CO.INITAL 01/13/23 7. TYPICAL EXTERIOR SOFFITS @ EAVES, RAKES, ENTRY, ISSUE DECK&CARPORT):1x6 S4S CEADER o/5/8" EXTERIOR BUTTE COUNTY A 10/20/23 PLAN CHECKAA GRADE TYPE"X"GYP SHTG 8. TYPICAL DECK GUARD: 6x6 TIMBER POST w/2x6 TOP RAIL _ &CABLE GUARD @+42"ABV FIN DECK PER C.B.C.1015& 1607.8. - 9. TYPICAL STEM WALL WATERPROOFING: POLY WALL 1 "ARROYO DRAIN BOARD"o/POLY WALL"HOME STRETCH SHEET NO. LIQUID WATERPROOFING". FILL ALL VOIDS&CRACKS w/ POLY WALL"BLUE BARRIER JOINT FILLER 2200". INSTALL PER MFRS SPECS. A4. 2 BUILDING SECTION - PARTIAL 4 SECTION NOTES 3/8" =1'-0" 16 OF 21 -Q 120V DUPLEX OUTLET 4 120V 4-PLEX OUTLET -�? HIDDEN OUTLET WP-GFCI 120V WEATHERPROOF DUPLEX OUTLET w/GFCI `�`�.. ". ` ` `�\�\�`�` `�`�\�" MEGFCI 120V DUPLEX GROUND FAULT CIRCUIT INTERUPT OUTLET ��IL -`� ` ` 1 �. .. . 'h. . . ..... ` a...... 7-\\ y\ " " ` """ e\.=.= ::.. 1L• •\11\11\11\. . \711\11\�� -� 220V 220V OUTLET . - • - _ _ . - • - . - - - - I 120V DUPLEX OUTLET,1/2 HOT \ � . � � . • ' - IFLOOR 120V DUPLEX FLOOR OUTLETE • C 9 Y 9 -Q- 9 I H0 JUNCTION BOX Benitez Designs / / / / \ • I �- SWITCH PO BOX 433 9596ON HOUSE / 530.570.2451 / `. I• co 3-WAY SWITCH I I V I IX DECK I I ( - _ I11 ' I• . \ \ 4-WAY SWITCH • \ // \ \ \\ • \ . \ VOLUME CONTROL SWITCH //' \ \5:1- I \• \ • I 0 cn DIMMER SWITCH I< _ _ b\ • 0 -q / 0 \ '• /6I 3-WAY DIMMER SWITCH I\ I I • - �� 3 \• \' 1 I �� 4-WAY DIMMER SWITCH • 11 n , I ;/ I 11• � I I �- SWITCH w/OCUPANCY SENSOR \ Tr 'Rim `\ •'\ '4 III ' `. ! \\ "),STSTdF 333 III 3 • / ./ • 0 LED DOWNLIGHT N - • 1• -1;1-- --:1 . O LED GIMBAL DOWNLIGHT \ • - zzov . -3/OS.9I ' . - . • / 9 \ / \ \ , • , ' ` ' LED SURFACE MOUNTED CEILING FIXTURE -OS99 iii. / \ • 3- , - \ \ - _yam cFcl LED HANGING/ PENDANT FIXTURE SHOWER / . I./ / / .F \ ISLAND I \ \ \•• •• 1 .1 /• I \ -GFcI I • � GFCI \ ' •\ . \ LIVING I - I BEDROOM 2 \• � g• I I 8' LED STRIP LIGHT FIXTURE I +66 @ \ / / TH2 2'x4' SURFACE MOUNTED LED PANEL I \ •• 1� J EXHAUST I • I I \\ I I I I HOOD I ° I I / \\ D� 1 I P- q LED, DIRECT WIRE,SURFACE MOUNTED CHANEL&TAPE LIGHTING G�cl �_ 1 I` 1 •__.� /y/,�'7��,y I3� I KITCHEN I I \. DINING •\. m� lE_=31 LED, DIRECT WIRE, RECESSED CHANEL Ex TAPE LIGHTING 0 .6_ • ,,t:JJ' ..., I \ 1 I I I FLOOR X\\ 220v., _ 30" CLR741 / I \ ACCESS O z co \\ \ 4 4 O LED WALL MOUTED LIGHT BAR• / SPACEA/C O LO TOILETI GF • -G • JUNCTION BOX Z z Q O 1 • \ \ � MASTER \ \ • ` / I I• i I /• / i I // , /: �� I LED WALL MOUTED FIXTURE (VERIFY SWITCH REQ.) LU n _ a 6 BEDROOM6 \• I • \• \• I I I I / / _ _ ® I e )) LED WALL SCONCE (VERIFY SWITCH REQ.) z > \ / . _3/OS - \ / \ I I / - \ \ ■e / / / . ,, _____„ -1+- J J Q m a • \ / ay I I c� -� I ICBO APPROVED, CEILING MOUNTED SMOKE DETECTOR(ALL SMOKE r-E-N(/ SUITE , d GFCI -,. 0 I s N o ' • , i ' / 3 3 3 3 0 €; \� •/ J • \ • 1 \ / ALK-IN _ CHEAT PUMP/ O DETECTORS TO BE INTERCONNECTED w/BATTERY BACK UP) \ O -- / Z. /' FLOOR I I �y/ CL SET -4_ CONDENSER II 1111 / / \ -� I INSTALL IN Co CARBON MONOXIDE DETECTOR(ALL Co DETECTORS TO BE a / I I I 3 III -;*- INTERCONNECTED w/ BATTERY BACKUP) `w III till 0 o 3 3 3 3 I - / S', ', ', I ACCORDANCE I / w/T24&CMC SO SPEAKER 1 \N 7 \� / • III0 /I WP-GFCI / \ \ --7____ / \ /' • / • TV CABLE/SATALITE TV • �� / / GFCI I • • • 48 / •\ • _tl_ e____N. ' \ /' / / ® / � DATA CONNECTINON -CAT 5E MIN. WALK-IN ' / III 33 / / / ' - 200A SERVICE WP-GFCI CLOSET _ . _ / -r •- • /� \ ,� I - ' °r •' •/ ' / \ OCo \ •, I PANEL TELEPHONE OUTLET(+8"ABV. COUNTER) �I I� LAUNDRY • \_\_\�\\' - _ _ _ - _ // PANTRY ! \ �� - • - ' - ILITY RECESSED EXHAUST FAN RATED FOR 50 CFM CONT./20 CFM H I I I III ,I BA ,_ I \ - - .& H 3 \ o N ® INTERMITTENT, ENERGY STAR COMPLINT w/ HUMIDITY CONTROL 1. � � � � � � � \,. I ENTRY 1 �� CEILING MOUNTED 4 OR 5 BLADE FAN, SWITCH CONTROLLED \ III \ \ _ ' RECESSED WHOLE HOUSE EXHAUST FAN, / ` •\ a I • \ �� \• la N� I A 80 CFM MIN SHALL BE ON @ALL TIMES • 3 I ,f` / �\ I WHEN RESIDENCE IS OCC. IN ACORDANCE I CEILING MOUNTED 3 BLADE FAN w/ INTEGRAL LED LIGHT \ `f y \ w CEnC SECT.150.0(o)&ASHARE 62.2 \ I �, I SECT62.2 I �� \• \ I- Co DOOR BELL •N. li:.":11 \ \ ^ - - J I 1 N. 6 \•, . _ . P q L _ _ _ _co DOOR BELL PUSH BUTTON \ I I I -08 GARAGE DOOR OPNENER PUSH BUTTON THERMOSTAT(LOCATION BY MECH. CONTRACTOR) I . _ _ / i ' WP-GFCI �o ILLUMINATED ADDRESS @+78"A.F.G. N i\, Ier \ -q• 0• N' I {�\� F N I ]ITV TV SERVICE BOX \ - ' _ • / I.\'i I r PHONE SERVICE PANEL W 1) \. • I F N I I ] ELECTRICAL SERVICE PANEL& METER V 1) \• CARPORT I !N i I - Z \ • \ I N I I _1CW COLD WATER CONNECTION @ REFRIGERATOR W Z (0 iNJ I 0 -I rn N 9 iN I z o) o i'A 6 -1?1-. I\� I W o o Ce a ' o Q _1N ZW �0oW L J 0a (' tea SM a (LOQ SHEET NAME: ELECTRICAL PLAN 7 ELECTRICAL LEGEND 3 ELECTRICAL 1/4" = 1'-0" PLAN GENERAL NOTES A ENERGY STORAGE SYSTEMS(ESS)READY 1. ALL NEW 120V, SINGLE PHASE,15A&20A BRANCH CURCUITS SUPPLYING OUTLETS ALL SINGLE-FAMILY RESIDENCES THAT INCLUDE ONE OR TWO DWELLING UNITS SHALL INSTALLED IN BEDROOMS, CLOSETS, HALLLWAYS& LAUNDRY SHALL BE PROTECTED BY A9. AGE-IN-PLACE ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH CRC R327.1.2 MEET THE FOLLOWING.ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN A LISTED ARC-FAULT INTERRUPTER,COMBINATION-TYPE INSTALLED PER CEC 210.12(A) 9.1 ELECTRICAL RECEPTACLE OUTLETS,SWITCHES&CONTROLS(INCLUDING ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE: CLIMATE CONTROLS) INTENDED TO BE USED BY OCCUPANTS SHALL BE 1. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: 2. ALL 125V, 15A&20A RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX PER CEC 406.12(A) -0- AND NOT LESS THAN 15" MEASURED FROM THE BOTTOM OF THE OUTLET BOX A. ESS READY INTERCONNECTION EQUIPMENT WITH A MINI MUM BACKED UP ABOVE THE FINISH FLOOR. CAPACITY OF 60 AMPS AND A MINI-MUM OF FOUR ESS-SUPPLIED BRANCH OUTLET •• 3. LAUNDRY RECEPTACLES SHALL BE SUPPLIED BY DEDICATED BRANCH CICRUIT(S) PER CIRCUITS, OR CEC 210.11(C)(2) 9.2 DEDICATED RECEPTACLE OUTLETS, FLOOR RECEPTACLE OUTLETS, CONTROLS B. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PAN-ELBOARD MOUNTED ON CEILING FANS& LIGHTS,Cc APPLIANCE CONTROLS SHALL BE (SUBPANEL)THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2).ALL PROJECT NO. 22.012 4. ALL NEW 120V, SINGLE PHASE,15A&20A BRANCH CIRCUITS SUPPLYING BATHROOM EXEMPTED BRANCH CIRCUITS ARE PER-MITTED TO BE SUPPLIED BY THE MAIN SERVICE 1 DRAWN BY RTB RECEPTACLE OUTLETS SHALL HAVE NO OTHER OUTLETS CONNECTED TO EXCEPT FROM PANEL PRIOR TO THE INSTALLATION OF AN ESS.THE TRADE SIZE OF THE WITHIN THE SAME BATHROOM PER CEC 210.11(C)(3) 9.3 RECEPTACLE OUTLETS REQUIRED BY THE CEC ON A WALL SPACE WHERE THE .to o SCALE AS NOTED DISTANCE BETWEEN THE FINISHED FLOOR AND A BUILT-IN FEATURE ABOVE RACEWAY SHALL BE NOT LESS THAN 1 INCH.THE PANEL-BOARD THAT SUPPLIES • o o _< SWITCH F- THE FINISH FLOOR.SUCH AS A WINDOW, IS LESS THAN 15"SHAL BE EXEMPTED THE BRANCH CIRCUITS(SUBPANEL) MUST BE LABELED-SUBPANEL SHALL m m 1 ISSUE DATE 5. ALL OUTDOOR LIGHTING SHALL BE HIGH-EFFICACY, CONTORLLED BY MANUAL ON/OFF z INCLUDE ALL BACKED-UP LOAD CIRC w _1 < >- I CABINET 1 T.O. BOX BUTTE CO.INITAL SWITCH &ONE OF THE FOLLOWING: PHOTOCELL w/ MOTION SENSOR,OR 9.4 DOORBELL BUTTONS OR CONTROLS,WHEN INSTALLED,SHALL NOT EXCEED 48' Q u3 m nn �. Q ISSUE 01/13/23 PHOTOCONTROL w/AUTO TIMMER OR ASTRONOMICAL TIME CLOCK OR AN ENERGY 2. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE w z Q Qp 1 %J J• 3 BUTTE couNTve 10/20/23 ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE Q w Q I C�J PLAN CHECK MANGAMENT CONTROL SYSTEM PER CEC 150.0(k)3A DOORBELL BUTTON ASSEMBLY.WHERE DOORBELL BUTTONS INTEGRATED OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE O = Z Oz m 1 BOTT OF BOX Q ° ESS.AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT (dj @ 9 w o z m WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48' ~ = w z + 6. GARAGE DOOR OPENERES SHALL BE EQUIPED WITH A BATTERY BACKUP OPENER IN SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND AT LEAST ONE CIRCUIT SHALL co '� N m 60 Q MEASURED FROM THE EXTERIOR FLOOR OR LANDING,A STANDARD DOORBELL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET @ Gd �+ m EL) 7 ACCORDANCE SB969 BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING b) 7. ALL EXTERIOR LIGHTS SHALL BE"WET LOCATION" RATED 48"ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE 3. THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS. A7 co I I FIN FLR• DOORBELL BUTTON OR CONTROL. •r r r , 4. SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A -OUTLET, SWITCH, SHEET NO. 8. ALL 220V OUTLETS, INTERIOR AND EXTERIOR EXCEPT FOR THE RANGE(EXTERIOR SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE MAIN OR THERMOSTAT/ CONDENSER, INTERIOR LAUNDRY DRYER, ETC)TO BE GFCI PROTECTED PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD AND THE CLIMATE CONTROLS SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. El ■ I ELECTRICAL NOTES 8 1 ELECTRICAL HEIGHTS 4 NO SCALE NO SCALE 17 OF 21 STRUCTURAL NOTES REV DATE BY I. GENERAL 5. REINFORCING STEEL 8.2 CUT AND STACKED ROOF FRAMING: A. ALL WORK SHALL CONFORM TO THE 2022 CBC AND ALL APPL I CABLE LOCAL CODES. A. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 40 FOR #4 BARS AND SMALLER. ALL A. CUT AND STACKED ROOF SYSTEMS SHALL BE BUILT TO THE CONVENTIONAL FRAMING REQUIREMENTS OF B. THE ENGINEER OF RECORD (CHAD RATZLAFF) HAS PROVIDED AND 15 RESPONSIBLE FOR SPECIFIC ITEMS REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC THE LATEST CAL I FORN I A BUILDING CODE (CHAPTER 23). PURL I NS, BRACES, I NTERMED I ATE SUPPORTS, DEPICTED IN THE ATTACHED CALCULATIONS. REQUIREMENTS NOT SPECIFICALLY SHOWN IN THE ATTACHED IS TO BE ASTM A185 WITH LAPPING OF 11/2 SPACES. AND CONNECTIONS SHALL BE PROVIDED BY THE CONTRACTOR THAT ARE CAPABLE OF TRANSMITTING CALCULATIONS AND DETAILS ARE THE RESPONSIBILITY OF THE OWNER OR CONTRACTOR. OTHER B. ALL BARS SHALL BE DEFORMED PER ASTM A305. ALL GRAVITY AND WIND LOADS TO THE FOUNDATION. BUILDING CODE REQUIREMENTS NOT INCLUDED I N THIS DESIGN INCLUDING WATERPROOFING, F I REPROOF I NG, C. ALL BARS SHALL BE CLEAN AND FREE OF LOOSE FLAKY RUST, GREASE OR OTHER BOND IMPAIRING DRAINAGE, HAND I CAP ACCESSIBILITY, EGRESS REQUIREMENTS, PARKING, BUILT-UP BUILDING PAD, AND ALL MATERIALS. THE FOLLOWING ADDITIONAL LIMITATIONS SHALL APPLY: OTHER DESIGN REQUIREMENTS NOT SPEC I F I CALLY SHOWN I N THE STRUCTURAL DESIGN CALCULATI ONS. D. ALL BENDS SHALL BE MADE COLD. I. RAFTER MAXI MUM SPANS - WITH 24" SPAC I NO C. ALL WATERPROOFING AND FLASHING FOR, BUT NOT LIMITED TO, ROOFS, FOUNDATIONS FLOORS, ETC. 15 E. LAP RE I NFORC I NO 40 BAR DIAMETERS, U.N.O. A. 2X6 DF-L #2: 8'-O" THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. F. REINFORCEMENT COVER SHALL BE AS FOLLOWS: B. 2X8 DF-L #2: 12'-0" D. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE DOCUMENTS WITHOUT THE -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" C. 2X10 DF-L 1*2: 14'-0" WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY -CONCRETE WITH SOIL OR WEATHER EXPOSURE: 2. MINIMUM BRACE SIZE = 2X6 ELEMENT OR SYSTEM OF THE STRUCTURE. #5 BARS AND SMALLER 1 1/2" 3. MAXIMUM BRACE SPACING = 4'-0" O.G. E. THE CONTRACTOR 15 RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROV 1 DE ALL #6 BARS AND LARGER 2" 4. PURL I N SIZE SHALL MATCH THE SUPPORTED RAFTER SIZE U.N.O. N SAFETY MEASURES NECESSARY TO PROTECT THE PURL I C, CONSTRUCTION WORKERS AND THE STRUCTURE -CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: 3/4" LLI DURING CONSTRUCTION. THIS SHALL BE ACCOMPL I SHED BY SHORING, FORM'NG, BRAG 1 NO, SCAFFOLDING. G. ALL RE 1 NFORC I NO STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY B. 1 T 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PROV 1 DE THE CONVENTIONALLY FRAMED ROOF I' F. SIMILAR GOND I TI ONS SHOWN I N THE DRAWINGS SHALL BE USED I F ANY PART OF THE CONSTRUCTION 15 SECURED I N POSITION BEFORE AND DURING CONCRETE PLACEMENT. SYSTEM WITH TIES AND SUPPORTS BRAG I NO ALL ELEMENTS TO THE FOUNDATION. THE ENGINEER HAS 0 NOT FULL DEPICTED IN THESE DRAWINGS OR CALCULATIONS. MADE A CURSORY REVIEW OF THE FRAMING SIZES AND SUPPORT LOCATIONS, AND HAS PROVIDED G. CONTRACTOR SHALL FIELD VERIFY ANY GOND I TI ON NOTED AS EXISTING ON THE PLANS. ANY 6. FRAMING LUMBER: GENERAL CONNECTION DETA 1 LS TO COVER THE MAJORITY OF GOND I TI ONS, BUT HAS NOT PROVIDED Z DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD AND SHALL BE A. MINI MUM NA 1 L I NO SHALL BE PER CBC 2022 TABLE 2304.10.2, U.N.O. ENGINEERING DETAIL REQUIREMENTS FOR ALL CONNECTIONS NECESSARY FOR THE ROOF TO PERFORM 1 N FULLY REVIEWED BEFORE PROCEEDING WITH CONSTRUCTION. B. ALL FRAM 1 NG MEMBERS SPEC I F 1 ED I N THESE CALCULATIONS ARE MINI MUMS, LARGER MEMBERS OF SAME ACCORDANCE WITH THE LOADING CRITERIA. I F ANY SPEC I F I C ELEMENT OF THE ROOF FRAMING SYSTEM H. STRUCTURAL DRAWINGS AND DETAILS SUPERCEDE ANY SHOP DRAWINGS I N ALL CIRCUMSTANCES. THE SPECIES MAY BE SUBSTITUTED AT CONTRACTORS OPTION. 15 NOT SHOWN AND DETA I LED CONNECTION CRITERIA 15 REQU I RED, PLEASE CONTACT THE ENG 1 NEER FOR Q CONTRACTOR SHALL VERIFY THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST C. CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ADDITIONAL INFORMATION. STRUCTURAL DRAWINGS AND DETA 1 LS. THE REVIEW OF THE SHOP DRAWINGS BY THE ENGINEER OF ROOF AND OR FLOORS AND COULD LEAD TO FA I LURE OF ASSOCIATED FRAMING MEMBERS OR Ce RECORD 15 FOR GENERAL CONFORMANCE WITH THE STRUCTURAL DESIGN INCLUDING LOADING AND COMPROMISED WATERPROOFING SYSTEM. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO p DIMENSIONS. THE REVIEW DOES NOT GUARANTEE THAT THE SHOP DRAWINGS CORRECT. PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. I. WALL FINISHES SUCH AS STUCCO OR PLASTER SHALL BE APPLIED OVER A SYSTEM TO ADEQUATELY D. ALL STRUCTURAL FRAMING MEMBER WITH EXTERIOR EXPOSURE SHALL BE PRESSURE TREATED OR BE OF ALLOW THE FINISH TO EXPAND AND OR CONTRACT WITHOUT CRACKING. I T SHALL BE THE RESPONSIBILITY MATERIAL THAT 15 NATURALLY RES I STANCE TO DECAY. U OF THE OWNER OR CONTRACTOR TO INSURE THAT DEFECTS I N THE FINISHES DO NOT HAPPEN. J. STRUCTURAL DRAWINGS OR DETAILS SHALL NOT BE SCALED. 6.1 MATERIALS: Ce K. FULL-TIME OR PARTIAL SPECIAL INSPECTION OF THE PROJECT SHALL BE CONDUCTED I N ACCORDANCE A. SHEATHING: WITH CBC 2022 SECTION 108. THE FOLLOWING TYPES OF CONSTRUCTION SHALL BE INSPECTED: -ROOF SHEATHING: SEE ROOF FRAMING PLANS I- -FLOOR SHEATHING: SEE FLOOR FRAMING PLANS N - POST INSTALLED ANCHOR BOLTS (TI TEN HD OR EPDXY) - FULL TIME I NSPECTO I N -WALL SHEATHING: SEE SHEAR WALL SCHEDULE - NAILING FOR SHEAR WALLS WITH E.N. 4" O.G. OR CLOSER B. GLUE-LAM BEAMS SHALL BE 24F-V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE-LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. THE SPECIAL INSPECTOR SHALL BE ACCEPTABLE TO THE ENGINEER OF RECORD AND BUILDING C. GLUED LAMINATED FABRICATION SHALL BE PERFORMED I N AN APPROVED FABRICATORS SHOP I N DEPARTMENT AND SHALL BE I CBO QUALIFIED, AND THEIR EXPERIENCE SHALL BE COMMENSURATE WITH ACCORDANCE WITH CBC 2303.1.3, ANSI/APA I c10.1, AND ASTM D 3137. BEAM INSPECTION CERTIFICATES THIS TYPE OF INSPECTION REQU I RED. SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION I N ACCORDANCE WITH CBC 1104.2. 2. DESIGN REQUIREMENTS: D. MICRO-LAM BEAMS, LVL (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI 4 FV= 285 PSI MIN., A. THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWING CRITERIA PER CBC 2022 CHAPTER 16, AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER ESR-1040. DIVISIONS I, II, III, AND IV U.N.O.: E. SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH ANCHOR BOLTS PER SHEAR WALL SCHEDULE AND 3" X 3" X .22q" PLATE WASHERS LOCATED AT 6'-0" O.G. MAX. WITH ONE BOLT LOCATED ABBREVIATIONS B. SEISMIC: 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. 11 SEISMIC IMPORTANCE FACTOR: I F. ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND L SEISMIC SITE CLASS: D SHALL HAVE A MOISTURE CONTENT LESS THAN Iq%, U.N.O. AB ANCHOR BOLT L ANGLE 0 SEISMIC DESIGN CATEGORY: D -STUDS SHALL BE STUD GRADE OR BETTER. ADD'L ADDITIONAL LLH LONG LEG HORIZ. I RESPONSE MOD I F I CATION FACTOR: R = 6.5 -ALL POSTS SHALL BE DF-L *1 U.N.O. ADJ ADJACENT LLV LONG LEG VERT. MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0.-16, SI = 0.313 -2X AND 3X RAFTERS SHALL BE DF-L #2 U.N.O. ALT ALTERNATE LONG LONGITUDINAL W SPECTRAL RESPONSE COEFFICIENTS: SDS = 0.606, SDI = 0.370, Cs = O.Og3 -2X JOISTS SHALL BE DF-L #2 U.N.O. ANC ANCHOR LSL LONG SLOTTED HOLE V BASIC SEISMIC-FORCE-RESISTING SYSTEM: LIGHT FRAMED SHEAR WALLS -CONCEALED BEAMS SHALL BE DF-L #2 ARCH ARCHITECTURAL LVL LAMINATED VENEER LUMBER Z Z W SEISMIC BASE SHEAR: 2.13 KIPS (ULTI MATE). ADDITION ONLY -EXPOSED BEAMS SHALL BE DF-L *1 APPEARANCE GRADE FOHG (4X6 AND LARGER) Z ANALYSIS PROCEDURE USED: EQUIVALENT STATIC FORCE PROCEDURE -ALL BEAMS 6X AND LARGER SHALL BE FREE OF HEART CENTER. BLDG BUILDING MAX MAXIMUM W n J 43 G. ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS BLKG BLOCKING MB MACHINE BOLTS Q o 1- O. C. WIND: SHALL BE GALVANIZED. WHERE DRIVEN INTO PRESSURE TREATED MATERIAL, NAILS SHALL BE HOT BM BEAM MEGH MECHANICAL — Z in WIND SPEED: 15 MPH DIPPED GALVANIZED. SOT (B) BOTTOM MFR MANUFACTURER WIND EXPOSURE: B H. BOLTS AND LAG SCREWS SHALL BE ASTM A-30-1 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE BTWN BETWEEN MIN MINIMUM W Z 0 V RUST. MISC. MISCELLANEOUS W kJ J D. GRAVITY LOADS: I. ALL HARDWARE CALLED SHALL BE SI MPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVALENT, u� LIVE LOADS: INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED GB CARRIAGE BOLTS MTL METAL -i Q J ROOF 20 PSF CCJ CONTROL JOINT > M J FASTENERS. ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED MATERIAL SHALL BE, HOT DIPPED FLOOR 40 PSF GALVANIZED, ZMAX, STAINLESS STEEL OR AS OTHERWISE DIRECTED BY MANUFACTURER FOR CORROSION GIP CAST-IN-PLACE CONCRETE (N) NEW SLEEPING 30 PSF RESISTANCE AGAINST SPECIFIC PRESSURE TREATMENT CHEMICAL. GJ CONSTRUCTION JOINT NOM NOMINAL W a F11 0 ct ROOF SNOW 0 PSF CLR CLEAR NS NEAR SIDE Z * O 6.2 BEAMS AND POSTS: GMU CONCRETE MASONRY UNITS NSA NELSON STUD ANCHOR 3. SITE WORK AND FOUNDATIONS: COL COLUMN NTS NOT TO SCALE A. ALL BUILT UP MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6 O.G., A. ASSUMED MAXIMUM SOIL BEARING = 1500 PSF PER CBC TABLE 1806.2. UNLESS OTHERWISE NOTED BY T&B U.N.O. CONC CONCRETE GEOTECHNICAL REPORT. B. BUILT UP MULTIPLY LVL BEAMS SHALL BE FASTENED TOGETHER PER MANUFACTURES RECOMMENDATIONS. CONN CONNECTION OC ON CENTER v J (V 0 < B. BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT GONSTR GONSTRUGTION OD OUTSIDE DIAMETER � U MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER GONDITIONS ENCOUNTERED MUST BE BROUGHT TO 6.3 WALL FRAMING: CONT CONTINUOUS OH OPPOSITE HAND Z 6.) THE ATTENTION OF THE ENGINEER. A. TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) I6d SINKERS EACH SIDE OF EACH CONTR CONTRACTOR OPNG OPENING _ C. ALL FOOTINGS (RETAINING WALL, SPREAD AND WALL FOOTINGS) SHALL BE CONSTRUCTED WI TH A DEPTH SPL I GE U.N.O. WHERE SPL I GE 15 INTERRUPTED OR PLATE 15 D I SGONTI NUOUS, USE ST2122 STRAP U.N.O. GP COMPLETE PENETRATION OVS OVERSIZE ROUND HOLE D Q -- BELOW THE FROST LINE, 12" MIN AND PER LOCAL REQUIREMENTS. B. DOUBLE TOP PLATE SPLICES AND JO I NTS I N DOUBLE TOP PLATE OF LOAD BEARING WALLS SHALL OCCUR CTR CENTER El C/ j— U D. ALL FOUNDATION TRENCHES SHALL BE CLEAN, FREE OF DEBRIS AND LEVEL. AT THE CENTER LINE OF SUPPORTING STUD. CTSK COUNTERSINK PDF POWDER DRIVEN FASTENER '- E. NATIVE OR F I NI SHED GRADE SHALL SLOPE AWAY FROM THE STRUCTURE A MINI I MUM SLOPE OF 5% FOR A C. FIRE BLOCK STUD WALLS AT MID-HEIGHT WHERE STUD LENGTH EXCEEDS 10'-0" PERP PERPENDICULAR W U O MINIMUM 10 FEET HORIZONTAL. FINISHED SURFACES SUCH AS CONCRETE OR ASPHALT SHALL SLOPE A D. WHERE SHEAR ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE 51MPSON TITEN HD ANCHORS WITH DBA DEFORMED BAR ANCHOR PL PLATE -1 ._ MINIMUM 2% OR PER ADA REQUIREMENTS. 6" MINI MUM EMBEDMENT INTO CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS DBL DOUBLE PLYWD PLYWOOD D W S F. I F BUILDING PAD 15 REQU I RED, FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION AND OTHER AND CURRENT I CBO REPORT. DF-L DOUGLAS FIR - LARCH PLCS PLACES f U FOREIGN MATERIALS. ENGINEERED FILL SHALL BE DESIGNED, INSPECTED AND GERTI F I ED BY A TH I RD E. GRI PPLE WALLS SHALL BE A MI NI MUM OF 14" I N HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES. D I A DIAMETER PP PARTIAL PENETRATION Z C/) , , PARTY OTHER THAN THE ENGINEER OF RECORD. F. NOTCHED AND/OR CUT STUDS TO FIT AROUND ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE DJ DOUBLE JOIST PT PRESSURE TREATED Et (, G. RETAINING WALLS SHALL BE CONSTRUCTED WITH A MINIMUM 4" DIAMETER DRAIN PLACED AT THE BASE FULL BEARING TO THE FOUNDATION PLATE. DO DITTO P/C PRECAST CONCRETE — �S > s OF THE RETAINED 51 DE OF THE WALL. PIPE SHALL BE SLOPED AND DRAINED TO DAYLIGHT. G. LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS DWL DOWEL P/T POST-TENSIONED Q U H. A GEOTHECHNICAL ENGINEER MUST APPROVE THE PLACEMENT OF FOUNDATIONS ON OR ADJACENT TO WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. W V J a) SLOPES. ENG 1 NEER OF RECORD SHALL NOT BE L I ABLE FOR ANY FOUNDATIONS NOT DESIGNED I N H. SEE NOTE 6.1-E FOR SILL AND ANCHOR BOLT SPECIFICATIONS. — > CO ACCORDANCE WITH CHAPTER 18 SECTION 1805 OF CBC 2022. EA EACH REINF REINFORCEMENT I. WALL FRAMING REGE I VI NO NAILING AT 3 ON CENTER OR LESS SHALL BE 3X NOMINAL U.N.O. PER PLANS I. THIS DESIGN AND CALCULATIONS ASSUME UNDISTURBED SOILS AND STABLE, LEVEL, OR STEPPED AND SHEAR WALL SCHEDULE. EF EACH FACE REQ'D REQUIRED Z — ' FOOTINGS. IT SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER OF RECORD PRIOR TO EL ELEVATION (DATUM) CONSTRUCTION IF OTHER CONDITIONS ARE PRESENT. 6.4 CONNECTIONS: ELEV ELEVATION SG SLIP CRITICAL W U r- J. NO RECOMMENDATIONS HAVE BEEN MADE FOR GONDITIONS WHERE THE LOADS TO THE EXISTING EN EDGE NAILING SHG SHEATHING . d� FOUNDATIONS HAVE NOT BEEN SIGNIFICANTLY INCREASED. ONLY LOCATIONS WHERE LOADS HAVE BEEN A. HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. r ; Ln B. ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE L EQ EQUAL SIM SIMILAR INCREASED SIGNIFICANTLY HAVE BEEN ADDRESSED IN THIS DESIGN. THE OWNER SHALL BE ADVISED BEARING AGAINST WOOD. ES EACH SIDE SOG SLAB-ON-GRADE `yam, Q THAT THE EXISTING FOUNDATIONS MAY OR MAY NOT BE STRUCTURALLY ADEQUATE. SETTLEMENT, EXIST (E) EXISTING SSL SHORT SLOTTED HOLES t'- M G. ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE-TIGHTENED BEFORE �'!: CRACKING AND OTHER PROBLEMS ASSOCIATED WITH EXISTING FOUNDATIONS ARE BEYOND THE SCOPE OF CLOSING IN OR AT COMPLETION OF JOB. EXP EXPANSION STD STANDARD I-) THIS DESIGN. D. LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. EXT EXTERIOR STIFF STIFFENER r— 4. CONCRETE: EW EACH WAY STL STEEL SQ SQUARE A. CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. FF FINISH FLOOR SYM SYMMETRICAL B. ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. FIN FINISH ozoFEssiq� C. AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI FJ FLOOR JOIST T B TOP & BOTTOM 4M. R4T> REACTIVE AS DETERMINED BY ASTM C-221, 28q, AND 2c15. IF TEST DATA IS UNAVAILABLE IN REGARDS FLR FLOOR T 0 (P) TOP OF (PLYWOOD) 2T �� TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% FNDN FOUNDATION TOG TOP-OF-CONCRETE i v 064399 -n BY WEIGHT. FOS FACE OF STUD TOF TOP-OF-FOOTING * y 6-30, 4 D. CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI 318. FS FAR SIDE TOS TOP-OF-STEEL c,v E. SLABS ON GRADE SHALL BE PER THE CONTRACTOR. THE FOLLOWING SHALL BE USED AS A MINIMUM: FTG FOOTING TOW TOP-OF-WALL /0•� / -AT GARAGE SLABS; USE 4" THICK S.O.G. WITH #3 BARS AT IS TN TOE NAIL (O.G. EACH WAY ABOVE MID-DEPTH OF GA GAGE TYP TYPICAL OCT 31, 1( SLAB OVER MOISTURE BARRIER OVER 4" AGGREGATE BASE. -AT ALL OTHER GONDITIONS; USE 3-1/2" SLAB WITH 4*3 AT 15" E.W. ABOVE MID-DEPTH OF SLAB, OR 6X6 GALV GALVANIZED WWF ABOVE MID-DEPTH OF SLAB WITH SAME SUB-SLAB BUILDUP AT ALL OTHER AREAS. GLB GLUE-LAM BEAM UNO UNLESS NOTED OTHERWISE F. SAW-CUT SLAB WITH 3/4" DEEP GROOVE FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 15'-0" Phase: SUBMITTAL WHERE SLAB 15 RE 1 NFORCED, INTERVALS SHALL NOT TO EXCEED 8'-O" WHERE SLAB 15 UN-REINFORCED. HDR HEADER VERT (V) VERTICAL HGR HANGER (SIMPSON) Ckd. By: CMR HORIZ (H) HORIZONTAL HP WORKPOINT Date: 10.31 .2023 HSB HIGH STRENGTH BOLTS WWF WELDED WIRE FABRIC Project #: 23-010 ID INSIDE DIAMETER W/ WITH INT INTERIOR W/O WITHOUT -1ST JOIST DRAWING NUMBER JT JOINT K KIPS S 1 REV DATE BY CURB PER ARCH. [ (I) #4 CONT. CONTROL JOINT SHEAR HALL SCHEDULE 6" MAX SLAB I/8° MIN WIDTH - CORNER WHERE OCCURS (5) 16d NAILS AT CORNER OR INT. WALL SHEAR EDGE SHEA- ALLOW. SOLE "SIMPSON" 1/2" DIA. A.B.-1" EMBED ADD'L STEP SEE PLAN I 1 1/4 MAX WIDTH 1 x I" DEEP MI�1 WALL NAILING THING LOAD PLATE CLIP A.B. SPACING A.B. SPACING NOTES 2X PT SILL 3X PT SILL • - • •\ TYPE #/FT FASTENING SPACING . I II i. I __ j. 16d SINKERS AT „4'-O" MIN. LAP LENGTH, TYP 16d SINKERS AT 164 T r -I COMPRESSION POST - — I6 O.G. (12) MIN. 16d SINKERS AT 16 O.G. 16" O.G. (12) MIN. 6* 6 3/8 164 I2d AT II" O.G. A35 AT 4'-0" O.G. 6'-0" O.G. 6'-0" O.G. � 1- i-i il_ BETWEEN SPLICES 1 (12) MIN. BETWEEN SPLICES BETWEEN SPLICES -III- -III =I I PER HD SGHED 3/52 I I 260 • III = FINISH GRADE A 6" 3/8" 260 I2d AT �" O.G. A35 AT 2'-8" O.G. 3'-q" O.G. 4'-3" O.G. ,,, #3AT12" O.G. III '� I 1 Jr 12" Jr _ 4" 3/&" 350 I2d AT 5" O.G. A35 AT 2'-0" O.G. 2'-1" O.G. 3'-3" O.G. 4 O 3 v1 z. A 350 Q� (5) #4 CONT. HOLDOWN PER PLAN r r 350 d - - (2 - A 4" 3/5" 532 I2d AT 5 O.C. A35 AT I-10" O.G. 1'-3" O.G. 3'-0" O.G. 4 N DIM PER ARCH ci I • STUD AT EA SPL I GE DBL TOP PLATE 4°10 P.T.D.F. SILL PER 5/52 3" 3/5" I2d AT 4 O.G. A35 AT 1'-5" O.G. I'-0" O.G. 2'-4" O.G. 4 #4 CONT., TYP. CORNER OR INT. WALL WHERE OCCURS 6a5 MECH PAD X_ 14OR CURB (� / 12" / (I) #4 WITHIN SHEAR • 2" 3/8" 640 I6d AT 4" O.G. A35 AT I'-I" O.G. N/G I'-a" O.G. 4 O CONE OF HD A.B. TYPICAL TOP PLATE SPLICE aa5 W 4 Q #4 X 48" 44 2 SIDES 3/5 1065 I6d AT 3" O.G. A35 AT II" O.G. N/G 1'-6" O.G. 4 w AT I8" O.G. o, Ali \ DBL TOP „ \ �• • \ I I PLATE PER ST2122 STRAP, U.N.O. 3 3/b„ a8O I6d AT 2" O.G. A35 AT 1" O.G. N/G I'-2" O.G. 4 • 1• - , i I� DETAIL ABOVE CENTERED ON A 2 SIDES 1510 I / F . CONT. FND CONT. WALL - -, - - - �. DISCONTINUITY —�� 2" I25O #3 AT 12" O.G.\ -III III �� -III WHERE ' +i�WHERE OCCURS ® 3/b" I2d AT 2" O.G. A35 AT 1" O.G. N/G 0'-10" O.G. 4 e/ _ � I I 2 SIDES I�qO OCCURS III 2' x4' x2' KEY III a a � -, : ; , TYP REINFORCING 1'-0" J 1 A I (5) I6d NAILS ' + NOTES: n PER PLAN J #3 / AT 1'-6" 0.C. AT 5' O.C. CONSTRUCTION JOINT a s I. FRAMING: USE 2" NOMINAL OR HIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.G. MAX, ++ + 1'-0„ BLOCK ALL PANEL EDGES. SSTB A.B. PER + + 2. SHEATHING: USE APA RATED (32/I6 SPAN RATING) SHEATHING U.N.O, APPLY SHEATHING AND NAILING TO a �� NOTES PLAN OR HD SGHED. a a 4 a v BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES". 12 I. PREPARE SUBGRADE PER SOILS REPORT. c� STUD AT EA SPLICE 3. NAILS: USE 5d COMMON OR 5d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP PLATE, a SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.G. I2d SINKER I' 2. SEE PLAN FOR SLAB REINFORCING. TYPICAL TOP PLATE PARTIAL PLAN AT TOP SHANK DIA.=O.135", 2Od COMMON SHANK DIA.=O.111", DO NOT OVERDRIVE NAILS. STAGGER SOLE N FASTENING AND PRE-DRILL PILOT HOLES (MAX 15% NAIL DIA) TO AVOID SPLITTING WALL ELEMENTS. 3. MAY REDUCE DIMENSION TO 6" IF WALL ABOVE DOES NOT OCCUR. DISCONTINUITY PLATE CORNER AND TEE SEE DETAIL 3/S2 FOR MORE INFORMATION. 4. 4. USE 3X NOMINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. FOR ENGINEER'S REVIEW PRIOR TO CONCRETE PLACEMENT. (10 TYPICA r" SLAB ON GRADE r-7 TYPICAL SSTB HOEDOWN DETAIL (-4 TYPICAL TOP PLATE SPICE DETAIL ri- TYPICAL SHEAR WALL SCHEDULE S2 NO SCALE S2 NO SCALES2) NO SCALE _S2) NO SCALE NOTES: TOP PLATE I. SILL PLATE SHALL BE 2X PTDF UNLESS OTHERWISE NOTED BY SHEAR HALL SCHEDULE. 3X STUDS WHERE 2 1 (5) I6d AT LAP WALL CORNER STRAP AND STRAP AND AND SPLICE GE NAILING PER NAILING PER PER 4/52 WHERE OCCURS E.N. ( SCHE . E.N. SGHED. 2. PROVIDE (2) BOLTS MIN PER SILL PLATE. EQ'D PER SINS 54 54 SPLICE, TYP 3. DIAGONALLY SLOTTED PLATE WASHERS WITH A MAXIMUM SLOT LENGTH OF 13/4" MAY BE r ; ; ; ;'; ; ; ; ; ; " ' T 0 "H.i : ' _ USED WHEN A STANDARD CUT WASHER 15 ADDED BETWEEN THE PLATE WASHER AND NUT. 1 1 P J I __ %.,_ I6d AT 12" O.G. U U 4. AT EXISTING FOUNDATIONS OR MISSED A.B.'S PROVIDE 1/2" DIAM. TITEN HD AT REQUIRED { W D DBL TOP PLATEI H I6d AT 12 O.G. BLOCK PER BLOCK PER 16 O.G. MAX SPACING TSB, TYPA.B. SPACING WITH 4" EMBED IN FOUNDATION, 1 3/4" MIN. EDGE DIST., 8 MIN. END DIST., 8 V SGHED SGHED 1 [PER 4/52 MIN. SPACING. LOCATE AND AVOID ALL REINFORCING PRIOR TO DRILLING. INSTALL PERSWS PER --MFR'S RECOMMENDATIONS. SEE NOTE I.K/SI 1 y Z Z Z FRAMING PER PLAN FRAMING PER PLAN I I/8" GAP PER Q �p A Liu (I STRAP) (2 STRAPS) _ MANUF., TYP ° Q 0 1- g%, STUD I ER SWSTRP L TOFRING SPACING COMP. POST ZROUGH -- /- -A A.B. PER SHEAR WALL SGHE . W/ 2" HOOK PER SWS1F.N. 1 /A REQ'D PER N Z 0 < © ' OPENING AND 3" X 3" X 0.2201" PLATE WASHER, TYP. 1 - HD SGHED. W O C. V _ SHERA PLY li - W D U.N.O. BY SHEAR HALL SGHED. BLKG AS REQ'D 1 PER PLAN STRAP AND STRAP AND -- -- -__ ROUGH OPENING _ L 5 MIN I, 1, 6'-0" MAX AT (I) AND (2) STORY PTDF AT PANEL EDGES NAILING PER NAILING PER =_ - 12 MAX 4'-0" MAX AT (3) STORY AND ABOVE SILL { SGHED. E.N. SGHED. E.N. 1 � W O 1 - HD PER PLAN Z * el O E� � 0 I I II I I __'��, SILL PLATE 53 - —. PER SWS '1 - V 0 _- ,__= I I ° a1 J N BLOCK PER 1 I ° . / 1 .u. O SGHEDJ1 ___- \ jj RIM AT J Z Q L(� U ._ I RAISED — __ A.B. PEF, SWS FLOOR WHERE s A.B. PER El CZ H U •cCS (I STRAP) (2 STRAPS) AT RETROFIT OR FOUNDATION OCCURS � � HD SGHED. U O R -- R J L I L 1 L / MISPLACED A.B. B.O. PER PLAN ,o LJ.J O STRAP PERPENDICULAR TO FRAMING —I/�\ SEE NOTE 4 FN PER PLAN�� 0 U (L) \ P.T. SILL AND D E L 12" MIN ,i W ce -� ROOF DRAG STRAP DETAIL A.B. PER 5/52 HEADER PER PLAN (5ANCHOR / G BOLT SPACING DETAIL TYPICAL SHEAR WALL ELEVATION (i (iiA. � z '7 B. TRIMMER PER SCHEDULE / S2 NO SCALE G. KING STUD PER SCHEDULE \ S2/// NO SCALES2) 1 STORY CONDITION NO SCALE Er - p� U D. (2) A35 AT MULTILE KING STUDS \\\ E. BLOCK AT PLYWOOD SPLICE, AND MAX 10' UNBRACED STUD LENGTH IJ V LAP F. BLOCK SOLID AT MULTIPLE STUDS AND CONTINUE MULTIPLE STUD GROUP TO 3" CLR DRAG STRAP CONT. LAP MID O MARK LOAD REO'D BLOCK LENGTH NAILING NAILING FOUNDATION. - 3" CLR Z > ' SIZE (I) G. NAIL MULTIPLE TRIMMERS/KING STUDS TOGETHER WITH I6d AT 12 O.G. STAGGERED, XCC U.N.O. t , . \ LII I HOLDOWN SCHEDULE w U H. WALL STUD PER PLAN, DF#2 AT 16" O.G. U.N.O. DIST. FROM ANCHOR TYPE, U.N.O. PER NAILS/ MIN. A I•705# G516 2X4 I'-2" ad, 2 I/I6" O.G. ad, 4 I/b" O.G. I. POST PER PLAN 4 REINFORCING PER SGHED. SIMPSON MIN. CENTER OF PLAN, SEE NOTE 2, 3 SDS STEM r If) MODEL COMP. CONC. ANCH. TO I OR 2 I 2 SCREWS/ HALL �, 5 24g0# G514 2X6 I'-1" ad, 2 I/I6" O.G. ad, 4 I/b" O.G. 0 z NUMBER POST FACE OF POST POUR POUR POUR POST BOLTS WIDTH 2X4 WALL OPENING SCHEDULE 9'PLATE z " 1 SSTBI6 1 SSTB20 6 SCREWS 6" t, - !�^ �Jl ,I HDU2 DBL 2X 15/I6 SB 5/Sx24 C 4610# CMSTCI6 2X6 4'-I" I2d, 3" O.G. 12d, 6" O.G. OPENING SIZE (A) HEADER SIZE TRIMMERS KING STUDS �_ ,r;:- f HDU4 DBL 2X 1 5/16" SB 5/8x241 SSTB20 1 SSTB24 10 SCREWS 6" =" Ll I I I �� THIGKNE55 HDUS DBL 2X 15/16" SB 5/8x241 55TB24 15B 5/8x24 14 SCREWS 6" D 67g5# CMSTI4 2X6 6'-5" lOd, 3 I/2" O.G. lOd, 1" O.G. UP TO 4'-0" SEE PLAN (I) 2X4 (I) 2X4 • • • •_ \ 3 CLR HDUS 6X6 1 3/8" SB -1/8x241 SSTB28 1 SSTB34 20 SCREWS 8" 4'-0" TO 6'-0" SEE PLAN (I) 2X4 (2) 2X4l• ] HDUI I 6X6 13/8" I"4,, NOTE 3 30 SCREWS 8" oFEssi E 1550# (2) GMSTGI6 2X5 4'-I" 12d, 3" O.G. I2d, 6" O.G. HDU14 6X6 I q/16" I"�, NOTE 3 36 SCREWS 8" PR < 6 -O TO 8 O SEE PLAN DIMENSION B e M• RATS (2) 2X4 (2) 2X4 A FOOTING SECTION �zy0 am , F 13510# (2) GMST14 3X5 6'-5" 10d, 3 1/2" O.G. 10d, 7" o.G. 8'-0" TO 10'-0" SEE PLAN (2) 2X4 (3) 2X4 FOOTING PLAN VIEW ti STHDB/RJ DBL 2X 1 1/2" (24) I6d 6" i v 064399 „ 1 UP TO 16'-0" SEE PLAN STHDIO/RJ DBL 2X 11/2" (28) I6d 6" . E :6-30- (3) 2X4 (3) 2X4 STHD14/RJ DBL 2X 1 1/2" (38) I6d 6" ,4 4, civ GONT. STRAP AS REQ'D PER PLAN 10'p�q� FOOTING SCHEDULE NOTES: ' /�,��/ 2X6 WALL OPENING SCHEDULEI. HOLDOWNS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 1r OPENING SIZE (A) HEADER SIZE TRIMMERS KING STUDS FOOTING TYPE THICKNESS, U.N.O. DIMENSION A DIMENSION B REINFORCING LOCATION OCT 31, / , LAP L L LAP I. TYP. 1, LAP , FI.5 12 I -6 I -6 (2) 4:4 EA WAY BOT 2. MIN EMBED FOR SIMPSON SB 5/8 AND SB 1/8 SHALL BE 18 . SEE PLAN FOR EMBED IN 'LENGTN1 "LENGTH 'LENGTH UP TO 6'-0" SEE PLAN (I) 2X6 (I) 2X6 F2 12" 2'-0" 2'-0" (3) #4 EA WAY BOT ALL OTHER CASES. WHERE 3X SILL PLATE 15 REQ'D AND SSTB BOLTS ARE USED, 6'-O" TO 8'-0" SEE PLAN F2.5 12" 2'-6" 2'-6" (4) #4 EA WAY BOT ORDER 55TB##L FOR LONGER THREAD LENGTH. (2) 2X6 (I) 2X6 Phase: SUBMITTAL T T T TTT T T T TT T 777777 . T T T TT T TTT TTT 8'-O" TO 10'-O" SEE PLAN F3 12" 3'-O" 3'-O" (4) #4 EA WAY BOT 3. PROVIDE F1554 GR36 THREADED ROD WITH 28" MINIMUM EMBED IN MONOPOURED Ckd. By: CMR (2) 2X6 (2) 2X6 F3.5 12" 3'-6" 3'-6" (5) #4 EA WAY BOT CONCRETE AND NUT WITH 1/2" THICK BY 3" S . PLATE WASHER AT BOTTOM OF UP TO 16'-0" SEE PLAN (2) 2X6 (2) 2X6 F4 12" 4'-0" 4'-0" (6) #4 EA WAY TOP AND BOT EMBEDDED END. Date: 10.31 .2023 LAP MID NAILING LAP NAILING LAP F4.5 IS" 4'-6" 4'-6" (6) #4 EA WAY TOP AND BOT 4. DOUBLE STUDS SHALL BE NAILED TOGETHER WITH I6d OR I2d (DIA.-0.131") AT 6" O.G.NAILING NAILING F5 18" 5'-0" 5'-0" (10) #4 EA HAY TOP AND BOT STAGGERED. Project #: 23-010 NOTES: F5.5 IS" 5'-6" 5'-6" (II) #4 EA HAY TOP AND BOT 5. STRAPS: MINIMUM FOUNDATION END DISTANCE FOR STRAP HOEDOWNS 15 11/2". NAIL I. PROVIDE LAP NAILING OVER THE SPECIFIED LAP LENGTH AT EACH END OF F6 18" 6'-O" 6'-O" (12) #4 EA WAY TOP AND BOT EACH PIECE OF CONTINUOUS STRAP. SIZE FOR STRAP HOEDOWNS 15 I6d SINKER (0.148 DIA. X 3 1/4 LENGTH) DRAWING NUMBER ri2ROOF DRAG STRAP SCHEDULE r9TYPICAL WOOD STUD WALL ELEVATION r 6 SPREAD FOOTING SCHEDULE r 3 HOEDOWN SCHEDULE S2 SZ NO SCALE S2) NO SCALE S2 NO SCALE S2 NO SCALE REV DATE BY WALL FRAMING PER PLAN 0 = Z #4 DOWEL AT WALL FRAMING PER PLAN CONT. TOP d I- 24" O.G. SHEAR PLY PER PLAN - REINFORCING, TYP o �J- LAP 36" Z r W SLAB ON (3) #4 TIE AT EA O GRADE PER / P.T.D.F. SILL AND A.B. PER 5/52 �; OFFSET, MIN \ 1L �/ E N PLY PER PLAN ,= J P.T.D.F. SILL AND A.B. PER 5/53.1 7-SHEAR NI. 2 Dt �1 \ ° ^�ii ii nl a c �I r (I.5 D AT D>24") ' ' I ° a° °. ° ° 'Ih 6" PER ARCH S.O.G. PER PLAN III—III—III—III—III �� ll� I J E.N. EXTERIOR STEPPED E111E111E111E111E111,!•!•= Q Foor1NG III-III-III-III- ° ° •° I SLAB =III- I I- I-I I1-�,�,� •_•_� v T r i ,,r,. J WHERE � �� °. , n . I'F1'— . .� —III—III—III—I /I� 1 I 11�iJdIRlI •� � v a W SLAB u ° ° •Z_ ° z OCCURS W III-III-III-III CONT. BOT =III-III=III-III-1 ��i�� _ - _ UNDERLAYMENT -III-1 I=1 I=1 1- 0 =1 1 1 III- •_•_•_, I_I I-IIIIIIIIIIII- \ - - - - - i_ - - ° RE I NFORG I NG o I111-H1=H1=H1-I I I_ ,��•�•� -I I I-I I I-111-H1=H1-, PER PLAN .o`J.O o°.c�. ,I J a l 11 1:.1-- 111=,•�•�• 11=111=111=111=111=I �' NOTES 111111- 11'�I -i i I-I I - -I =�!-III-III_ ° -III-III=1 I=1 I=1 I' v ° V Q J - IrI�I� _ _ _ v - 11-I111 ° -111- I I-111111-1 °/ ° e _� � �-III- ._ _, -111E111E111=111= W Z 1=WE a 11=1 1=111E111=111, 1114,E 1-1 - 111=111 �� 8 -111E111E111-III= 10 a fX v. ••. ••• \ _ _ .�r� `• _ _ 1 d 11E111 ° 1 1 11 111;.. SLOPE GRADE 1,5 * D 111-11 _II -I _•_• 11=111E111=111-I w f -111= 11=11 i-111=1 1- -1 - 11 I-1I IS -III; _ t� 1 • 1 1 AWAY FROM ° ,(3i , 1 (D AT D>24 ) I v '- - I- ... - I- 1- i ' I IEI I IE111-11EI 111E1 11E11 _•. ° 11=111-111 111E 1=11 ° I- III STRUCTURE OFFSET LAP BARS, ;III=1 I=1 I=1 I=1 I-1 I- _-�• -III-1 I III III 1 °` -J UNDISTURBED SOIL ~ - - _ III-III-III=11111=III III= SPREAD FOOTING V MATCH GONT, TOP AND 1 I=III-III-III-III 111E = WHERE OCCURS OR BUILDING PAD BOT REINFORCING '11E111E111E111E111E11 = ° ° - DIM PER (2) #5 CONT. TOP Jr CONT. BOT I I I-111-111-1 111-I . ° ° ° 1E11 REINF. CONT. LAP 36° RE I NFORG I NG 1=III- 1=III ° • -III- THROUGH FTG PLAN AND BOTT 12 -111-I I I-11 111-1 -. - 1E11 3" GLR -111=111 11=111- /� ��=11 3" GLR -1�I-III III I/ N III IIIIvl�l-1 I—IIIIII1 1=1 —I ALTERNATE BENDS _-I 11-I 11-I 11=I 11-' IIII I I1=1I1=I' 11E1 11- 11=1 11- 2 -0 1 =1119 I I-111- 1 1-1 riiiSTEPPED FOOTING (-4--. 1 FOUNDATION AT BACK WALL r-, EXTERIOR FOUNDATION S3 NO SCALE S3 NO SCALE S3 NO SCALE ___) '4" HOOD POST cv O PER PLAN m L J (2) i" DIA A301 BOLT 0 f I ,\ 7 `�' HALL FRAMING PER PLAN WALL FRAMING PER PLAN W AM ! - \.1-j �� _ -�� _ I ^ I" GAP SLAB ON GRADE PER / U W Z © PLAN OCCURS RAMP, SHEAR PLY PER PLAN Z Z WHERE #4 DOWEL Z Z 43 1 1 IQ PER 3/S3 P.T.D.F. SILL AND W SHEAR PLY WHERE J 4O PLATE " X 3" X 2'-�" a a P.T.D.F. SILL AND A.B. PER 5/52—� SLAB ON A.B. PER 5/53.1 / OCCURS PER PLAN 0 0 Z 0" HOOD POST GRADE PER N < PER PLAN E.N. S.O.G. PER PLAN (2) #4 VERT EA -\ - �i -1 E.N.E•N• SAW OUT AS REQUIRED 0 a SIDE AT POST v1i 1 ° W V 2 I/2" MIN - - (2) 5/5" DIA ' r II• A " • a • T ce O J ____,,_____ ... • A307 BOLT -_ ° Q J 1I III=III=III=III=III=III=III-1 °I a 11 I (3) #4 HORIZX J COUNTER SINK -i. )� 111=111=111=111=111=111=111=l 1 I �' ° a 1 ck n J Ce 6O" EA SIDE �0- ° ° 11-111-111-111E111EIII-III111- SLAB C'1 "— =III=III=III=III=III=1 1-1 v` W Q O ° �� - RETAINING WALL 1= 1E1 = 1 = =III_ UNDERLAYMENT .OJ.O o°.�_. O. .O. _ _ (I) DIAX6 F1554 ° PER 3/s3_ a ° -III=III=III=1 1 PER PLAN NOTES III :II III=1 I -III III III M Gr36 T.R. W/ NUT EA 1E111= —_ °p = Z I 21" GAPIP -111-III-III=1 [K 111E111-11 ° III„ 111111 „111 „11N OSIDE OF PLATEW Z 1_=11 -I I1=1 ° C. G. 71 8 PLATE FINISHED p 111=III-I WALL X 6" X 6" / SURFACE x -1 =1J III- III-T,C�P ND POT tLI11 ° ..-1�; 1111, i1 11 111 V J N PLATE " X 3" X 2'-(i" `� / t I-J UNDISTURBED SOIL II / SPREAD FOOTING (, WHERE OCCURS ��3 CLR OR BUILDING PAD Z (I) DIA X 6 REINF. CONT. / / DIM PER � - < .5 F 1554 Gr36 T.R. W/ HUT EA SIDE THROUGH FTG PLAN U U OF PLATE 0Cerzl U o w D o '- A m Lil ce _c a) g POST CONNECTION AT PATIO 5\ WALL CONNECTION AT RETAINING WALL (-2- TYPICAL INTERIOR CONT. FOUNDATION az U S3 NO SCALE S3 NO SCALE S3 SEE 8/53 1 -SEE 5/53- I wALL OG URS E Q U WHERE POST NOTE: SEE 6/S3 FOR GRADE 1 --If\-- NOTE: OCCURS 1 1 \ /I I # U -I POST PER P AN I. WATERPROOFING B.O. 1 ,111 4 DOWEL WITH 24 W CO TO FOOTING CONNECTION L 2. FOOTING TRENCH SHALL BE SEE 8/53 FOR LEGS AT 24" O.G. > O CLEAN„ LEVEL AND BEAR ON ADDED STEEL Z - 2 UNDISTURBED NATURAL OR AT POST 1 II- - LOCATOIN i f 1 w 5 U „ COMPACTED SOIL LLATE 4" x �� V� III III-III I ENGTH AS REO'D SHORE UNTIL S.O.G. �� •��1 1= _ r ��, . II ® 0 REACHED -15% OF ��;_ -III—III- + �. p quj q p DESIGN STRENGTH ��-III I W O Y' 0 M (2) THRU ��I j lI BOLTS EA SIDE •�� _I F- M 8" HALL WITH #4 AT 16" O.G. HORIZ .�I--- CENTER W d N SEE 41/53 FOR POST CONNECTION L • '�r� _ - COMPACTED FINISHED GRADE ASV�\� �� 4 PERF �r IL SLOPE AWAY 5-O MIN J ° •�•� DRAIN PIPE, V V ® o * 1 - - DRAIN TO W oFEss i J _=p \ � DAYLIGHT 0- < M RA T cki 16" SQR GONG `1: q =_ --V PLATE Q_ (Pt :Ate 2 m � PEDESTAL <t SURFACE B.O. (2) #4 TOP Z d _�- A. �; -97 1 -- - - �I" GAP I I — • • • • -III- 4 ° '. I'•I� '� U 064399 T II I I II - I 11 1 II— 1 ' III fl I J " m 4� '', III III li l III . ° _ /�� of I I�� II ! I IIL I I r ° III III . I • `�, - -111E111E111-111 111111-1 1=111- 1 11=III=I EH IE • ° • O Tf=rrr i11 1 11 RU a -' ° • tri * I v I I a ° /1 III111_I11 ° �=III=III-I IEA SIDE L s OCT 31, � v °a ° A BOTT RBI ° ° a. ° 1 ° 111E111E111E111 ° 1 I 11111�,11 1'' D_ I v a� / ° . Phase: SUBMITTAL III-I1I-I 1= O ��—#3 TIES AT 3 O.G. W ° 1 ! O h 1 a . ° ASF CONT. TOP AND BOTT r III=1 -I -III o C kd. B (4) #4 TOP AND BoTI _ •a �� • • ° W ° . ' OO Y: CMR II-III=III=1111 ^ - I - 1 � I RETAINING WALL SCHEDULE #4 AT 12" ° v a ' ' -III-11 -III �t 1-111-111-111 111-111-111E111-111=1' o.G.�- „ „ Date: 10.31 .2023 H I W � T I A � ASV � ASF = 2 11411E111 III=I I IEI I IEI I I=IIII I ° (2) #4 BOTT 4 O 3-5 I -6 I -6 #4 AT 16 #4 AT 16 #4 GONT. Project #: 23-010 III-MEW 1 111 111 111 2'-6" ,1 �' FOOTING PER PLAN /- 6'-0" 13'-8" I I'-6" I I'-ci" I #4 AT 12" I #4 AT 12" _ (3) #3 TIES AT 12 -� O.G. AT GRADE I I I I I J BEAM-FOOTING I I I I I II_p" DRAWING NUMBER INTERSECTION r 9POST CONNECTION AT CARPORT (6 GRADE BEAM CONNECTION 3 RETAINING WALL S3 �S3) NO SCALE S3 NO SCALE \ S3) NO SCALE REV DATE BY LAP CONN V , �-2X RAFTER TAIL PER II/54 �/ LVL BLK _ ROOF RAFTER PER PLAN BEAM PER ,, PLAN DBL TOP PLATE BEAM PER PLAN I tip irksJ GBT4Z .. ROOF PLY N �� ROOF PLY PER PLAN E N RAFTER PER PLAN E.N. A IOd SINKERS Tht AT 8 PER PLAN O.G. 2X BLOCK ROOF PLY PER PLAN Q litt POST PER PLAN \ © 2 RAFTER PER PLAN W RAFTER PER '' E N + _ 0 I C ISOMETRIC VIEW - - - PLAN _ _ _ _ _ _ - - - -- + _ - H2.5 EA 2X RAFTER s a RAFTER, TYP ST22 STRAP AT c TAIL ONE SIDE = _ 1 1 BEAM SPLICE `H2.5 EA RAFTER, OF RAFTER i _ SLOPED BEAM PER PLAN�_7 BEAM PER PLAN �� TYP • Iif- / 0 I I �.� V POST BEYOND PER PLAN I CBT4Z--1 E N J�'1 VERT. 2X4 UNDER TAIL j I I POST PER PLAN- D BEAM PER PLAN o � � LVL BLOCK WITH �/ O CBT4Z VENT L DIM PER �, DIM PER \\ G'ROVE I- DIM • POST PER PLAN-. I PLAN 'I PLAN �L PER PLAN SHAPED BLOCK N DBL TOP PLATE SHEAR PLY PER PLAN WALL FRAMING PER PLAN ( BEAM TO POST CONNECTION ( RAKE DETAIL AT CARPORT r 4 LOW EAVE DETAIL AT PORCH/CARPORT ri- TYPICAL LOW PAVE DETAIL 4 NO SC.ALB S4 NO SC.ALB S4 NO SCALE S4 NO SCALE EV _ 7-- 2X RAFTER TAIL LVL BLK _ ROOF RAFTER PER PLAN Sm \ /f O N• DBL TOP PLATE ulm W RAFTER PER L 30AN E.N. — Z Z W E.N.E(2) 4 DIA X 6" SDS BEAM PER ROOF PLY ROOF PLY PER PLAN Q `O SCREWS TOP AND BOTT PLAN-� PER PLAN LVL BLOCK A p W J 4) CI 0 � L BEAM PER PLAN LAI - Z �'a �� L..\ 2 ROOF PLY tin O Q PER PLAN MrW a V IOd SINKERS E.N. W 0 J --------CBT4Z W AT 8" O.G. Q J 1 0 -, z �' A35 AT J CBT4Z f �-(2) 4 DIA X 48" O.G. c + n - 6 SDS _ _ r SCREWS TOP RAFTERS -E.N. H2.5 EA RAFTER, TYP I _ _ W O POST PER PLAN t_ - AND BOTT PER PLAN i - +___ - - + - 2X RAFTER Z M BEAM PER-�/ I / _l BEAM PER PLAN - - TAIL ONE SIDE CV O -1 -- ` OF RAFTER PLAN - 2X WALL FRAMING SHEAR PLY PER PLAN GBT4Z .II. PER PLAN MN <E r:) RAKED DBL ''�_f POST PER PLAN V E TOP PLATE --p- s -I_ N O END VIEW TOP VIEW DIM PER - ' A E.N. _ Z Q Ln 7 A B PLAN VERT. 2X4/ - > UNDER TAIL U SHAPED BLOCK I- 0 - LVL BLOCK WITH J DBL TOP PLATE V-GROVE VENT U ; •O �. �_ Ill o SHEAR PLY PER PLAN `--WALL FRAMING PER PLAN W ce S riiBEAM LAP CONNECTION AT CBT4Z r 8INTERIOR SHEAR WALL CONNECTION r SHIGH EAVE AT CARPORT 2 TYPICAL HIGH EAVE DETAIL az 1- U g CO rt NO SCALE $4 J NO SCALB S4) NO SCALE S4) — 06 < U BEAM PER PLAN CBT4Z E._ _ 2X RAFTER TAIL V - > CO BEAM PER PLAN Z > O N,r; �. ROOF RAFTER PER PLAN LVL BLK _ _�- U in I-11 - . BL TOP PLATE • ill L MIN Lll►' 5 r M ROOF PLY -e4r' ER Plll 2X BLOCK ROOF PLY POST PER PLAN t�� PER PLAN A 1 Od SINKERS \/ AT 8" O.G. PER PLAN NOTCH AROUND t,d- \\\/ gROOF PLY PER PLAN ISOMETRIC VIEW TOP FLANGE OP RAFTER _'-ii7-- © 24 M RA�l � RAFTER PER PLAN C 2 IOd NAILS E.N. " �n ( ) V 064399 T E•N• 2X OUTRIGGERS � � E ''6-30- AT 24" O.G. --+ _ - - ,�, /� RAKED DBL s /7 ,�l /Cw jr /, RAFTERS TOP PLATE 2X RAFTER �� PER PLAN- _ ONE SIDE OF = __ C � I i RAFTER • OCT 31, BEAM PER PLAN-�,\ /-ncr 2X WALLFRAMING R AN SHEAR PLY PER PLAN C _ _ Phase: SUBMITTAL 0 - E N y-1 - VERT. 2X4 UNDER TA I L �I� ` LVL BLOCK WITH Ckd. By: CMR CBT4Z ‘7----- \\ VG'ROVE VENT Date: 10.31 .2023 SHAPED BLOCK GJT6Z BEAM PER PLAN DBL TOP PLATE Project #: 23-010 POST PER PLAN�__--- SHEAR PLY PER PLAN�' WALL FRAMING PER PLAN —I-- DRAWING NUMBER rsjBEAM TO BEAM CONNECTION - CARPORT ( TY13ICAL, GABLE END DETAIL \3 PORCH RAFTER TO ROOF CONNECTION S4 �S4 J NO SCALE �S4) NO SCALE S4 No SCALE