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HomeMy WebLinkAboutSITE PLANS - 1.0 FINAL - CASTLE PINES RD (1)G-2G-2 C: \ U s e r s \ u s e r \ D o c u m e n t s \ E M R I De s i g n \ 0 1 Pr o j e c t s \ 2 0 2 6 \ 2 6 - 0 6 2 TB - 11 7 6 Ca s t l e Pi n e \ 3 PL A N FI L E S \ 1 1 7 6 Ca s t l e Pi n e . p l n Fr i d a y , Au g u s t 21 , 20 2 6 5: 1 9 PM kalvin@EmriDesign.com Call or Text (435) 429-1266 St George, UT PROJECT NUMBER PA R C E L #: RP R P N B K 2 0 6 0 2 2 0 11 7 6 CA S T L E PI N E S RD , RE X B U R G , ID PI N E BR O O K ES T A T E S DI V 2, LO T 22 BL K 6 26-062 DRAWN BY: CHECKED BY: PLOT DATE: TR E V O R BA G G E T T OWNER & SITE INFO 8/21/2026 SHEET TITLE PAGE 2 OF 11 SITE PLAN RE V I S I O N DE S C R I P T I O N # 1 2 3 4 DA T E 5 BY This drawing set is the intellectual property of EMRI Design LLC and is provided for a single use at the listed address. To re-use, modify, or start new plans, just reach out! KK KK © 2026 EMRI Design LLC, All Rights Reserved 11 7 6 CA S T L E PI N E S HO M E Disclaimers: This plan constitutes a builder's set. The Builder is responsible to determine the means and methods necessary for construction, and to ensure compliance with all local building codes. It is the Owner's responsibility to procure structural engineering if necessary. Unspecified MEP systems are typically design-built in the field. Any use of this plan is done at the Builder's risk. The information contained is intended to depict basic design and construction detailing. This plan set is not intended to be fully comprehensive. The Builder shall ensure standard construction practices to produce a structurally-sound, weatherproof building. The Owner & Builder shall coordinate all finishes. Materials or methods shown do not constitute an endorsement. EMRI Design LLC shall not be held liable for any errors, omissions, or deficiencies in any form. 33 ' 26 ' 30' 19' - 6 " 10 8 ' - 6 " 17' 28 ' - 6 " PROPOSED SIDEWALK CONTRACTOR TO FIELD-LOCATE AND TIE INTO EXISTING UNDERGROUND UTILITIES PROPOSED DRIVEWAY TREVOR BAGGETT PARCEL #: RPRPNBK2060220 1176 CASTLE PINES RD, REXBURG, ID PINE BROOK ESTATES DIV 2, LOT 22 BLK 6 RR2 ZONE 0.51 ACRES PROPOSED RESIDENCE 18 0 ' CA S T L E PIN E S RD 25' REA R SET B A C K 6' SI D E S E T B A C K HW Y 20 18 0 ' 124' 121' 25' FR O N T SET B A C K 6' SI D E S E T B A C K N SCALE: 1" = 10' 1 SITE PLAN SITE PLAN NOTES 1. THIS SITE PLAN HAS BEEN DRAWN FROM AVAILABLE GIS INFORMATION AND PUBLIC RECORDS. MEASUREMENTS ARE NOT EXACT. 2. ANY DIMENSIONS OR AREA MEASUREMENTS FOR EXISTING BUILDINGS (WHEN PRESENT) HAVE BEEN APPROXIMATED FROM EITHER OWNER-PROVIDED MEASUREMENTS OR AERIAL IMAGING. THE INFORMATION RELATED TO EXISTING STRUCTURES MAY BE INNACCURATE AND THEREFORE SHALL NOT BE CONSTRUED FOR ANY OTHER USE THAN THE CONSTRUCTION OF THIS PLAN. 3. IT IS THE RESPONSIBILITY OF THE OWNER / CONTRACTOR TO PROCURE A SURVEY WHEN NECESSARY OR REQUIRED. 4. WHEN SOIL CONDITIONS APPEAR UNSTABLE OR OTHERWISE IN DOUBT, THE CONTRACTOR MUST PROCURE A GEOTECHNICAL REPORT, IF NOT PREVIOUSLY OBTAINED. 5. THE CONTRACTOR SHALL TIE INTO ALL AVAILABLE UTILITIES AS RELEVANT TO THE PROJECT. THE LOCATION OF ALL UNDERGROUND UTILITIES SHALL BE FIELD- LOCATED AND CONFIRMED BY THE CONTRACTOR PRIOR TO EXCAVATION. 6. INDICATED LOCATIONS OF SEPTIC SYSTEMS, WELLS, AND OTHER UNDERGROUND UTILITIES SHALL BE APPROVED AND/OR REVISED BY THE AUTHORITY HAVING JURISDICTION. 7. THE BUILDING AREA SHALL BE CLEARED OF ORGANIC AND MAN-MADE MATERIALS. 8. TREES & VEGETATION SHALL BE REMOVED OR PLACED IN SUCH MANNER AS TO CREATE A DEFENSIBLE AREA AROUND THE BUILDING(S) IN CASE OF WILDFIRE. G-1G-1 C: \ U s e r s \ u s e r \ D o c u m e n t s \ E M R I De s i g n \ 0 1 Pr o j e c t s \ 2 0 2 6 \ 2 6 - 0 6 2 TB - 11 7 6 Ca s t l e Pi n e \ 3 PL A N FI L E S \ 1 1 7 6 Ca s t l e Pi n e . p l n Fr i d a y , Au g u s t 21 , 20 2 6 5: 1 9 PM kalvin@EmriDesign.com Call or Text (435) 429-1266 St George, UT PROJECT NUMBER PA R C E L #: RP R P N B K 2 0 6 0 2 2 0 11 7 6 CA S T L E PI N E S RD , RE X B U R G , ID PI N E BR O O K ES T A T E S DI V 2, LO T 22 BL K 6 26-062 DRAWN BY: CHECKED BY: PLOT DATE: TR E V O R BA G G E T T OWNER & SITE INFO 8/21/2026 SHEET TITLE PAGE 1 OF 11 COVER SHEET RE V I S I O N DE S C R I P T I O N # 1 2 3 4 DA T E 5 BY This drawing set is the intellectual property of EMRI Design LLC and is provided for a single use at the listed address. To re-use, modify, or start new plans, just reach out! KK KK © 2026 EMRI Design LLC, All Rights Reserved 11 7 6 CA S T L E PI N E S HO M E Disclaimers: This plan constitutes a builder's set. The Builder is responsible to determine the means and methods necessary for construction, and to ensure compliance with all local building codes. It is the Owner's responsibility to procure structural engineering if necessary. Unspecified MEP systems are typically design-built in the field. Any use of this plan is done at the Builder's risk. The information contained is intended to depict basic design and construction detailing. This plan set is not intended to be fully comprehensive. The Builder shall ensure standard construction practices to produce a structurally-sound, weatherproof building. The Owner & Builder shall coordinate all finishes. Materials or methods shown do not constitute an endorsement. EMRI Design LLC shall not be held liable for any errors, omissions, or deficiencies in any form. 1176 CASTLE PINES HOME1176 CASTLE PINES HOME CITY LIMITS PROJECT LOCATION HW Y 20 THE CITY OF REXBURG, ID MADISON COUNTY G-1 G-2 A-1 A-2 A-3 A-4 A-5 A-6 A-7 A-8 E-1 COVER SHEET SITE PLAN MAIN LEVEL PLAN ELEVATIONS SECTIONS FOUNDATION PLAN JOIST LAYOUT PLAN FRAMING/DIMENSION PLAN ROOF PLAN DETAILS MEP MARKUP PLAN FINISHED SQUARE FOOTAGE NAME MAIN LEVEL AREA (SF) 2,162 2,162 ft² UNFINISHED SQUARE FOOTAGE NAME GARAGE AREA (SF) 918 918 ft² NOT TO SCALE VICINITY MAP A.F.F. ABOVE FINISHED FLOOR APPROX APPROXIMATE ATTACH ATTACHMENT BD BOARD BLDG BUILDING BLK BLOCK BLK'G BLOCKING B.O. BOTTOM OF CALC CALCULATION(S) CF CUBIC FEET CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CY CUBIC YARDS D DRYER DBL DOUBLE DECO DECORATIVE DEM DEMOLISH / DEMOLITION DET DETAIL D.F. DOUGLAS FIR DFL DOUGLAS FIR-LARCH DIA DIAMETER DIM DIMENSION DW DISHWASHER DWG DRAWING (E) EXISTING EA EACH ENG ENGINEER ETC ET-CETERA EXT EXTERIOR F FRIDGE FDN FOUNDATION F.F. FINISHED FLOOR FIN FINISH / FINISHED FLR FLOOR FRZ FREEZER FT FOOT / FEET FTG FOOTING GLB GLUE-LAMINATED BEAM GYP GYPSUM H.D. HOLD DOWN HORIZ HORIZONTAL IBC INTERNATIONAL BUILDING CODE IN INCH INT INTERIOR IRC INTERNATIONAL RESIDENTIAL CODE INSUL INSULATION K KIP (KILO-POUND) LF LINEAR FEET LIN LINEN (STORAGE OR CABINET) LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER M MASTER MAX MAXIMUM MECH MECHANICAL MEP MECH, ELECTRICAL & PLUMBING MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MW MICROWAVE (N) NEW NO NUMBER NOM NOMINAL N.T.S. NOT TO SCALE O/ OVER O.C. ON-CENTER O.H. OVERHANG / OVERHEAD OPP OPPOSITE (MIRRORED) OPT OPTION / OPTIONAL OSB ORIENTED STRAND BOARD PREFAB PRE-FABRICATED PRELIM PRELIMINARY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH P.T. PRESSURE-TREATED QTY QUANTITY R.C.P. REFLECTED CEILING PLAN REF REFER / REFERENCE REQ REQUIREMENT REQ'D REQUIRED REV REVISED / REVISION RM ROOM SCHED SCHEDULE SF SQUARE FEET SIM SIMILAR SNGL SINGLE S.O.G. SLAB-ON-GRADE SPEC SPECIFICATION(S) S.P.F. SPRUCE-PINE-FIR SQ SQUARE STD STANDARD STL STEEL SW SHEAR WALL T&G TONGUE & GROOVE TBD TO BE DETERMINED TJI TRUS JOIST I-JOIST T.N. TOE-NAIL / TOE-NAILED T.O. TOP OF T.O.W. TOP OF WALL TYP TYPICAL U.N.O / U.O.N. UNLESS NOTED OTHERWISE UNFIN UNFINISHED VERT VERTICAL V.I.F. VERIFY IN FIELD W/ WITH W/D WASHER & DRYER COMBO W/O WITHOUT W WASHER W.I.C. WALK-IN CLOSET YD YARD & AND @ AT X BY Ø DIAMETER = EQUALS # POUNDS, NUMBER LIST OF ABBREVIATIONS A SINGLE-FAMILY RESIDENCE IN THE CITY OF REXBURG, ID GENERAL NOTES SHEET INDEX DESIGN CRITERIA THE CITY OF REXBURG, ID DESIGN CRITERIA GROUND SNOW LOAD: 50 PSF ROOF SNOW LOAD: 35 PSF WIND SPEED: MIN. 90 MPH SEISMIC DESIGN CATEGORY: D0 FROST DEPTH: 36" AIR FREEZING INDEX: 2,500 1. THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND EXISTING FIELD CONDITIONS. IF DISCREPANCIES ARE FOUND, IT SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE DRAFTSMAN. 2. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL BUILDING INSPECTIONS ON BEHALF OF THE OWNER AS REQUIRED BY THE BUILDING OFFICIAL OR THESE PLANS. 3. THE CONTRACTOR SHALL ENSURE THE CONSTRUCTION SUPPORTS ALL STRUCTURAL LOADS (SEE IRC R301.1). IF ANY LOAD IS FOUND TO BE UNSUPPORTED, THE ENGINEER AND/OR DRAFTSMAN SHALL IMMEDIATELY BE NOTIFIED PRIOR TO RESUMING WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROCURE ALL SUB-CONTRACTORS AND VERIFY THAT ALL WORK IS SATISFACTORY TO THE OWNER & ALL APPLICABLE CODES. 5. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE; THEY DO NOT PRESCRIBE THE MEANS OR METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION & MAINTENANCE OF THE STRUCTURE, INCLUDING PROPER BRACING, SHORING, & USE OF FORMS. 6. WRITTEN APPROVAL FROM THE ENGINEER AND THE AUTHORITY HAVING JURISDICTION IS REQUIRED FOR ANY DEVIATION FROM THE PROVIDED STRUCTURAL PLANS OR NOTES. 7. ALL FASTENERS, ANCHORS, AND HARDWARE SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. 8. CONSTRUCTION DETAILS ARE PROVIDED TO SHOW SIMPLE CONSTRUCTION METHODS AND TO DEMONSTRATE BASIC CODE COMPLIANCE. THEY ARE NOT INTENDED TO BE FULLY COMPREHENSIVE, NOR DETERMINATE. THE CONTRACTOR SHALL VERIFY ALL DETAILS BEFORE CONSTRUCTION. IN MANY CASES, THE CONTRACTOR MAY VARY FROM, OR MAKE SUBSTITUTIONS FOR THE DETAILS PROVIDED IN ORDER TO CONSTRUCT THE BEST, MOST WATER-TIGHT, AESTHETIC, & STRUCTURALLY SOUND BUILDING. IN ANY CASE, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE BUILDING METHODS USED AND MUST MAINTAIN & ENSURE IRC/CODE COMPLIANCE. CONTACT THE DRAFTSMAN TO REQUEST DETAIL REVISIONS AS NECESSARY. 9. DETAILS ARE MERE DEPICTIONS, REFER TO WRITTEN CALLOUTS. 10. 3D VIEWS IN THE PLAN ARE SOLELY PROVIDED FOR GRAPHICAL REPRESENTATION, NOT FOR CONSTRUCTION PURPOSES. PROJECT DESCRIPTION ENERGY CODE COMPLIANCE (PRESCRIPTIVE METHOD) CODES & STANDARDS INSULATION & FENESTRATION REQUIREMENTS PER IECC 2020[RE] TABLE 402.1.1 CLIMATE ZONE 6 1. WALLS: MIN. R22 OR R13+5* 2. BASEMENT WALLS: MIN. R15/19** 3. CRAWL SPACE WALLS: MIN. R15/19** 4. FLOORS: MIN. R30 5. SLABS: MIN. R10, 4' DEPTH 6. CEILINGS: MIN. R49 7. DOORS & WINDOWS: MAX. 0.30 U-FACTOR 8. SKYLIGHTS: MAX. 0.55 U-FACTOR *R13+5 MEANS R13 CAVITY INSULATION AND R5 CONTINUOUS INSULATION. **R15/19 MEANS R15 CONTINUOUS INSULATION OR R19 CAVITY INSULATION. *ALL CODE REFERENCES IN THIS PLAN WITHOUT A PREFIX IDENTIFIER (IE. "IRC") MAY BE ASSUMED TO REFER TO RESIDENTIAL CODE. 1. IRC 2018 (INTERNATIONAL RESIDENTIAL CODE) WITH 2020 AMENDMENTS. 2. IECC 2020 (ENERGY CONSERVATION CODE) -- RESIDENTIAL PROVISIONS. 3. NEC 2023 (NATIONAL ELECTRICAL CODE) 4. THE CITY OF REXBURG, ID BUILDING ORDINANCES. A-1A-1 C: \ U s e r s \ u s e r \ D o c u m e n t s \ E M R I De s i g n \ 0 1 Pr o j e c t s \ 2 0 2 6 \ 2 6 - 0 6 2 TB - 11 7 6 Ca s t l e Pi n e \ 3 PL A N FI L E S \ 1 1 7 6 Ca s t l e Pi n e . p l n Fr i d a y , Au g u s t 21 , 20 2 6 5: 2 0 PM kalvin@EmriDesign.com Call or Text (435) 429-1266 St George, UT PROJECT NUMBER PA R C E L #: RP R P N B K 2 0 6 0 2 2 0 11 7 6 CA S T L E PI N E S RD , RE X B U R G , ID PI N E BR O O K ES T A T E S DI V 2, LO T 22 BL K 6 26-062 DRAWN BY: CHECKED BY: PLOT DATE: TR E V O R BA G G E T T OWNER & SITE INFO 8/21/2026 SHEET TITLE PAGE 3 OF 11 MAIN LEVEL PLAN RE V I S I O N DE S C R I P T I O N # 1 2 3 4 DA T E 5 BY This drawing set is the intellectual property of EMRI Design LLC and is provided for a single use at the listed address. To re-use, modify, or start new plans, just reach out! KK KK © 2026 EMRI Design LLC, All Rights Reserved 11 7 6 CA S T L E PI N E S HO M E Disclaimers: This plan constitutes a builder's set. The Builder is responsible to determine the means and methods necessary for construction, and to ensure compliance with all local building codes. It is the Owner's responsibility to procure structural engineering if necessary. Unspecified MEP systems are typically design-built in the field. Any use of this plan is done at the Builder's risk. The information contained is intended to depict basic design and construction detailing. This plan set is not intended to be fully comprehensive. The Builder shall ensure standard construction practices to produce a structurally-sound, weatherproof building. The Owner & Builder shall coordinate all finishes. Materials or methods shown do not constitute an endorsement. EMRI Design LLC shall not be held liable for any errors, omissions, or deficiencies in any form. 1 A-3 1 A-3 4 A-3 4 A-3 2 A-3 2 A-3 3 A-3 3 A-3 DW G Sill 1'-8"G Sill 1'-8" 6 F Si l l 2' - 8 " D Sill 1'-8" D Sill 1'-8" A Sill 4'-8" F Si l l 2' - 8 " 1 10 9 8 9 F Sill 2'-8" C Sill 3'-8" 4 8 9 8 10 1099 3GSill 1'-8"B Sill 2'-8" 8 8 8 7 5 2 F W DR 87' 5' 5' 2'-6" 4' 3' 2' - 6 " 8' 11'-1 1/2" 10 ' - 6 " 4' 2' 4'4'2' 45 ' 3' 3' 13'-5 1/2" 14 ' - 1 1/ 2 " 10 ' - 9 1/ 2 " 12'-5 1/2" 12 ' - 9 " 10'-5 1/2" 11 ' - 1 1/ 2 " 12'11'-1 1/2" 23 ' - 1 1 1/ 2 " 36' 6'-1 1/2" 3' 12'-10" 5' - 7 1/ 2 " TEMPERED & PRIVACY GLASS BED RM 3 143 sq ft CLG: 9' BED RM 2 144 sq ft CLG: 9' BED RM 4 143 sq ft CLG: 9' MASTER BATH 135 sq ft CLG: 9' KITCHEN 228 sq ft CLG: 9' DINING 128 sq ft CLG: 9' ENTRY 66 sq ft CLG: 10' GARAGE 874 sq ft CLG: 10'-6" PANTRY 48 sq ft CLG: 9' LIVING RM 342 sq ft 10' TRAY CLG. BATH 54 sq ft CLG: 9' FRONT PORCH 180 sq ft CLG: 9' REAR PATIO 142 sq ft CLG: 9' POWDER 18 sq ft CLG: 9' MUD RM 70 sq ft CLG: 9' MASTER 198 sq ft 10' TRAY CLG. MECH 31 sq ft CLG: 9' W.I.C. 62 sq ft CLG: 9' HALL 37 sq ft CLG: 9' LAUNDRY 68 sq ft CLG: 9' DOOR SCHEDULE ID 1 2 3 4 5 6 7 8 9 10 QTY 1 1 1 1 1 1 1 6 5 3 WIDTH 3' 3' 3' 6' 9' 18' 2'-6" 2'-8" 3' 5' HEIGHT 6'-8" 6'-8" 6'-8" 6'-8" 9' 9' 6'-8" 6'-8" 6'-8" 6'-8" LOCATION EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR INTERIOR FIRE RATING 20 MIN. --- --- --- --- --- --- --- --- --- NOTE GARAGE-TO-HOUSE FRONT ENTRY DOOR SLIDING GLASS OVERHEAD DOOR OVERHEAD DOOR DOUBLE DOOR WINDOW SCHEDULE ID A B C D E F G QTY 1 1 1 2 1 3 3 WIDTH 2' 2' 3' 3' 4' 4' 5' HEIGHT 2' 4' 3' 5' 3'-4" 4' 5' TYPE FIXED FIXED SLIDING DBL HUNG FIXED SLIDING SLIDING TEMPERED TEMPERED --- --- --- --- VARIES, SEE PLAN --- NOTE EGRESS FAUX WINDOW EGRESS EGRES FINISHED SQUARE FOOTAGE NAME MAIN LEVEL AREA (SF) 2,162 2,162 ft² UNFINISHED SQUARE FOOTAGE NAME GARAGE AREA (SF) 918 918 ft² SCALE: 1/4" = 1'-0" 1 MAIN LEVEL PLAN FLOOR PLAN NOTES 1. ALL EXTERIOR & INTERIOR FINISHES SHALL BE SUBMITTED TO & APPROVED BY THE OWNER PRIOR TO PURCHASE AND INSTALLATION. 2. REFER TO THE WINDOW SCHEDULE FOR HAZARDOUS WINDOW LOCATIONS WHICH REQUIRE TEMPERING (R308.4). 3. WINDOWS REQUIRED FOR EMERGENCY ESCAPE AND RESCUE ARE LABELED AS "EGRESS" ON THE WINDOW SCHEDULE OR FLOOR PLAN. THE MINIMUM REQUIRED NET OPENING AREA SHALL BE 5 SF FOR GRADE- FLOOR OR BELOW-GRADE OPENINGS, OR 5.7 SF OTHERWISE (R310.2.1). FOR EGRESS WINDOWS, THE SILL MUST NOT BE MORE THAN 44" ABOVE THE FLOOR (R310.2.2). 4. ALL DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS (IRC R311.1). EXTERIOR FINISHES (R703): 5. ALL EXTERIOR FINISHES SHALL BE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR SHALL USE PRODUCTS AND PROCEDURES WHICH WILL ENSURE WATERTIGHTNESS AND PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL. A METHOD OF DRAINING WATER TO THE EXTERIOR MUST BE INCORPORATED TO PROTECT AGAINST ANY WATER THAT PENETRATES THE WALL CLADDING (R703.1.1). 6. INSTALL CONTINOUS HOUSEWRAP OVER ALL EXTERIOR WALL SHEATHING. ENSURE TOP LAYERS LAP OVER BOTTOM LAYERS & INSTALL PER MANUFACTURER'S SPEC'S (R703.2). 7. SOFFIT PANELS SHALL BE FASTENED AT FASCIA AND WALL ENDS, REFER TO THE MANUFACTURER'S INSTRUCTIONS (R703.3.1). 8. FLASHING SHALL BE INSTALLED TO PREVENT WATER FROM ENTERING WALLS (R703.4). INTERIOR FINISHES (R702): 9. TYPICAL INTERIOR WALLS SHALL BE COVERED WITH (1) LAYER OF 1/2" GYPSUM BD U.N.O. 10. INSTALL MIN. (1) LAYER OF 5/8" TYPE 'X' GYP. BD. ON COMMON WALLS AND CLG BETWEEN GARAGE SPACE AND HABITABLE INTERIORS. 11. INSTALL WATER-RESISTANT GYPSUM BACKING BOARD @ WALLS & CEILINGS AROUND SHOWERS, TUBS, AND OTHER WET AREAS. 12. FIELD-VERIFY ALL CABINET DIMENSIONS. KITCHEN & LAUNDRY CABINETS IN PLAN ARE TYPICALLY 24" DEPTH UNLESS DIMENSIONED OTHERWISE. BATHROOM VANITY CABINETS ARE TYPICALLY 21" DEPTH U.N.O. 13. REFER TO MANUFACTURER INSTRUCTIONS FOR INSTALLING FIREPLACES & REQUIRED HEARTH SIZE WHEN APPLICABLE (R1004).