The URL can be used to link to this page

Home My WebLink AboutB22-0339_Approved Plans_16872280951 A5.01 1 A5.11 SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER SHEET NUMBER DRAWING NUMBER BUILDING SECTION IDENTIFICATION WALL SECTION IDENTIFICATION 1 A9.01 SHEET NUMBER DRAWING NUMBER DETAIL IDENTIFICATION INTERIOR ELEVATION IDENTIFICATION 1 A6.01 SHEET NUMBER DRAWING NUMBER ENLARGED DETAIL IDENTIFICATION AREA OF DRAWING TO BE ENLARGED SECTION MATERIAL GRAPHICS 23A 76H PARTITION TYPE; RE: PARTITION TYPE SCHEDULE PARTITION TYPE; RE: PARTITION TYPE SCHEDULE PARTITION TYPE IDENTIFICATION ACOUSTICAL PARTITION TYPE IDENTIFICATION 308 DOOR NUMBER DOOR IDENTIFICATION ROOM NAME 314 876 SF ROOM NUMBER ROOM/SPACE/AREA IDENTIFICATION ROOM NAME ROOM AREA A 1 COLUMN LETTER COLUMN LETTER COLUMN REFERENCE GUIDE STRUCTURAL GRID ELEVATION LEVEL NAME BATT INSULATION CONCRETE UNDISTURBED OR COMPACTED EARTH POROUS FILL (GRAVEL) STEEL ALUMINUM MASONRY -BRICK MASONRY - CONCRETE BLOCK RIDGID INSULATION GYPSUM PLASTER PLYWOOD FINISH WOOD EXTERIOR ELEVATION IDENTIFICATION 1 A4.01 A7.01 99 99 99 99 C1 WINDOW TYPESHEET NUMBER DRAWING NUMBER ? WINDOW IDENTIFICATION KEYNOTE IDENTIFICATION NOTE NUMBER 001 ASI REVISION IDENTIFICATION REVISION NUMBER REVISION DESCRIPTION ELEVATION DATUM IDENTIFICATION LOT 14 BLOCK 1 VAIL VILLAGE SIXTH FILING 816 W. FOREST ROAD VAIL, COLORADO Lot Size: 1.05ACRES / 45,744SF Zoning: TWO FAMILY PRIMARY /SECONDARY Setbacks: 20’ Front 15’ Sides 15’ Rear Height: 33’ Sloped Roofs, 30’ Flat Roofs Landscaping:27,429.6 SF (60% of total site area) Site Coverage: 9,143.2SF (20% of total site area) Parking: 5 spaces required if built out to maximum size GRFA (Gross Residential Floor Area): Total Allowable: .46x10,000= 4,600SF+.38x10,000=3,800SF+.13x15,00=1,950 +.06x10,744=644.64SF =10,995SF 60%/40% GRFA Allocation in Primary/Secondary Zoning Parcel A = 6,597SF Parcel B = 4,398SF Items not included in above numbers: 300 sq. ft. per enclosed garage space up to two per dwelling unit. Attics less than 5’in height, Attics only accessible from the floor below Basements below grade, above grade portions will count proportionally. Vaulted spaces above 16’in height (these spaces are counted twice). Project number Date Drawn by 8/17/2022 12:44:46 PMA000 COVER SHEET 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 DM 1. DO NOT SCALE DRAWINGS. 2. VERIFY ALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR AREAS. 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODS AND FALSE BEAMS. 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR WINDOW TYPES. 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY IN THE PROJECT. 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. 11. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTTING, NOTCHING, OR DRILLING OF ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE WORK. 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS WITH THESE SURFACES. 14. SUBSTITUTIONS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN APPROVAL. 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE SITE. 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE- VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON- DISTURBED LANDSCAPE. 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. SHEET # SHEET NAME XX/XX/XXIA5.3 "B" INTERIOR ELEVATIONS IA5.4 "B" INTERIOR ELEVATIONS IA5.5 "B" INTERIOR ELEVATIONS IA5.6 "B" INTERIOR ELEVATIONS IA5.7 "B" INTERIOR ELEVATIONS STRUCTURAL S1.0 GENERAL NOTES S1.1 GENERAL NOTES AND DETAILS S2.0A UNTI A FOUNDATION PLAN S2.0B UNIT B FOUNDATION PLAN S2.1B UNIT B REC LEVEL FRAMING PLAN S2.2A UNIT A REC. LEVEL FRAMING PLAN S2.2B UNIT B MAIN LEVEL FRAMING PLAN S2.3A UNIT A MAIN LEVEL FRAMING PLAN S2.3B UNIT B UPPER LEVEL FRAMING PLAN S2.4A UNIT A UPPER LEVEL FRAMING PLAN S2.4B UNIT B ROOF FRAMING PLAN S2.5A UNIT A ROOF FRAMING PLAN S3.1 FOUNDATION DETAILS S3.2 FOUNDATION DETAILS S3.3 FOUNDATION DETAILS S3.4 FOUNDATION DETAILS S3.5 FOUNDATION DETAILS S4.1 FLOOR FRAMING DETAILS S5.1 ROOF FRAMING DETAILS MECHANICAL M000 MECHANICAL ELECTRICAL E000 ELECTRICAL SHEET # SHEET NAME XX/XX/XXA510 DECK/PATIO DETAILS A550 INTERIOR DETAILS A604 WINDOW DETAILS A605 SLIDING DOOR HEAD / SILL DETAILS "A" A606 SLIDING DOOR HEAD/SILL DETAILS "B" A608 WINDOW SILL DETAILS A900 RENDERED PERSPECTIVE VIEWS A901 RENDERED PERSPECTIVE VIEWS A902 PERSPECTIVE VIEWS A903 AXONOMETRIC VIEWS A904 PERSPECTIVE VIEWS A905 PHOTOS OF EXISTING SITE A906 PERSPECTIVE VIEWS-DRIVEWAY A907 PERSPECTIVE/RENDERING VIEWS A908 COLOR BOARD A909 MATERIAL SPECIFICATIONS INTERIORS A1.0 OVERALL GARAGE & REC LEVEL PLAN A1.1 OVERALL MAIN & UPPER LEVEL PLAN IA1.0 GARAGE & REC LEVEL FLOORING PLAN-UNIT A IA1.1 MAIN LEVEL FLOORING PLAN-UNIT A IA1.2 UPPER LEVEL FLOORING PLAN-UNIT A IA1.3 GARAGE & REC LEVEL FLOORING PLAN-UNIT B IA1.4 MAIN LEVEL FLOORING PLAN-UNIT B IA1.5 AUPPER LEVEL FLOORING PLAN-UNIT B IA2.0 GARAGE LEVEL FURNITURE PLAN-UNIT A IA2.1 MAIN LEVEL FURNITURE PLAN-UNIT A IA2.2 UPPER LEVEL FURNITURE PLAN-UNIT A IA2.3 GARAGE & REC FURNITURE PLAN-UNIT B IA2.4 MAIN LEVEL FURNITURE PLAN-UNIT B IA2.5 UPPER LEVEL FURNITURE PLAN-UNIT B IA3.0 GARAGE & REC LEVEL WALLPAPER/PAIN PLAN "A" IA3.1 MAIN LEVEL WALLPAPER/PAINT PLAN "A" IA3.2 UPPER LEVEL WALLPAPER/PAINT PLAN "A" IA3.3 GARAGE/REC LEVEL WALLPAPER/PAINT PLAN "B" IA3.4 MAIN LEVEL WALLPAPER/PAINT PLAN "A" IA3.5 UPPER LEVEL WALLPAPER/PAINT PLAN "A" IA4.0 "A" INTERIOR ELEVATIONS IA4.1 "A" INTERIOR ELEVATIONS IA4.2 "A" INTERIOR ELEVATIONS IA4.3 "A" INTERIOR ELEVATIONS IA4.4 "A" INTERIOR ELEVATIONS IA4.5 "A" INTERIOR ELEVATIONS IA4.6 "A" INTERIOR ELEVATIONS IA4.7 "A" INTERIOR ELEVATIONS IA4.8 "A" INTERIOR ELEVATIONS IA4.9 "A" INTERIOR ELEVATIONS IA5.0 "B" INTERIOR ELEVATIONS IA5.1 "B" INTERIOR ELEVATIONS IA5.2 "B" INTERIOR ELEVATIONS SHEET #SHEET NAME XX/XX/XXCIVIL C1 EXISTING SURVEY C2 SLOPE ANALYSIS C102 GRADING PLAN C103 CONSTRUCTION SITE MANAGEMENT PLAN C104 FIRE TRUCK TURNING PLAN LANDSCAPE L0 SITE CALCULATIONS L1 TREE REMOVAL PLAN L2 PLANTING PLAN GENERAL A003 GRFA CALCS "A" A004 GRFA CALCS "B" A005 AREA CALCS-LOT 14 A A006 AREA CALCS-LOT 14 B A007 SOLAR STUDY A008 EXTERIOR LIGHTING A015 GRADE PLANE EXHIBITS A010 ARCH. BRIDGE PLAN A011 BRIDGE SECTIONS A012 DRIVEWAY BRIDGE DETAILS ARCHITECTURAL A104 OVERALL UPPER LEVEL PLAN A106 OVERALL ROOF PLAN "B" /BUILDING HEIGHT A107 GARAGE LEVEL "A" - DIMENSION PLAN A108 REC LEVEL "A" - DIMENSION PLAN A109 MAIN LEVEL "A" - DIMENSION PLAN A110 UPPER LEVEL "A" - DIMENSION PLAN A111 ROOF PLAN "A" - DIMENSION PLAN A111a PARTIAL ROOF PLAN "A" - DIMENSION PLAN A112 GARAGE LEVEL "B" DIMENSION PLAN A113 REC. LEVEL "B" - DIMENSION PLAN A114 MAIN LEVEL "B" - DIMENSION PLAN A115 UPPER LEVEL "B" - DIMENSION PLAN A116 ROOF PLAN "B" - DIMENSION PLAN A130 GARAGE LEVEL - LOT 14 A RCP A134 GARAGE LEVEL - LOT 14 B RCP A202 BUILDING ELEVATIONS "A" A203 BUILDING ELEVATIONS "A" A204 BUILDING ELEVATIONS-PARTIAL A A205 BUILDING ELEVATIONS "B" A206 BUILDING ELEVATIONS "B" A300 BUILDING SECTIONS A301 BUILDING SECTIONS A302 BUILDING SECTIONS A303 BUILDING SECTIONS A306 BUILDING SECTIONS A411 ENLARGED PLAN-HOT TUB A500 WALL DETAILS A503 ROOF/MISC. DETAILS A504 ROOF DETAILS A505 ROOF DETAILS A506 DETAIL-PARTY WALL A507 WALL DETAILS A508 DECK/PATIO DETAILS A509 DECK/PATIO DETAILS 816 W. FOREST ROAD 08.18.2022 # Pound OR Number & And @ At ACT Acoustic Ceiling Tile AD Area Drain AFF Above Finished Floor ALUM Aluminum ANOD Anodized BSMT Basement BYND Beyond BOT Bottom CIP Cast In Place CHNL Channel CJ Control Joint CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column COMPRCompressible CONC Concrete CONT Continuous CPT Carpet CT Ceramic Tile CTYD Courtyard DBL Double DEMO Demolish or Demolition DIA Diameter DIM Dimension DIMS Dimensions DN Down DR Door DWG Drawing EA Each EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator or Elevation EPDM Ethylene Propylene Diene M-Class (Roofing) EQ Equal EXIST Existing EXP JT Expansion Joint EXT Exterior FD Floor Drain or Fire Department FEC Fire Extinguisher Cabinet FIXT Fixture FLR Floor FM Filled Metal FO Face Of FND Foundation GA Gauge GALV Galvanized GWB Gypsum Wall Board HC Hollow Core HI High HM Hollow Metal HP High Point HR Hour HVAC Heating, Ventilating, And Air Conditioning IRGWB Impact Resistant Gypsum Wall Board ILO In Lieu Of INSUL Insulated or Insulation INT Interior LO Low MAX Maximum MO Masonry Opening MECH Mechanical MEMBRMembrane MIN Minimum MRGWB Moisture-Resistant Gypsum Wall Board MTL Metal NIC Not In Contract NO Number NOM Nominal OC On Center OH Overhang or Opposite Hand OPP Opposite or Opposite Hand OZ Ounce PCC Pre-Cast Concrete PLUMB Plumbing PLYD Plywood PT Pressure Treated PNT Paint or Painted PVC Polyvinyl Chloride RBR Rubber RCP Reflected Ceiling Plan RD Roof Drain REQD Required RM Room SIM Similar SPEC Specified OR Specification SPK Sprinkler or Speaker SSTL Stainless Steel STC Sound Transmission Coefficient STL Steel STRUCT Structure or Structural T&G Tongue And Groove TELE Telephone TLT Toilet TME To Match Existing TO Top Of TOC Top Of Concrete TOS Top Of Steel TPD Toilet Paper Dispenser T/D Telephone/Data TYP Typical UNO Unless Noted Otherwise U/S Underside VIF Verify In Field VP Vision Panel W/ With WD Wood BUILDING & CODE INFORMATIONGENERAL NOTES ABBREVIATIONS GRAPHIC STANDARDS PROJECT TEAM OWNER NAME ADDRESS CITY STATE ZIP P:VOICE C:FAX SPECIFICATIONS NAME ADDRESS CITY STATE ZIP P:VOICE C:FAX LANDSCAPE CERES PO BOX 2134 EAGLE, CO. 81631 P:970.977.0015 C:970.977.0015 CIVIL R&R ENGINEERS 1635 W. 13TH AVE, SUITE 310 DENVER CO. 80204 P:303.753.6730 C:720.371.9470 ELECTRICAL NAME ADDRESS CITY STATE ZIP P:VOICE C:FAX ARCHITECT K.H.WEBB 710 W. LIONSHEAD CI. SUITE A VAIL, CO 81657 P:970.477.2990 SURVEY R&R ENGINEERS 1635 W. 13TH AVE. DENVER, CO. 80204 P:303.743.6730 C:720.371.9470 STRUCTURAL IMEG 1400 GLENARM PLACE SUITE 101 DENVER, CO. 80202 P:303.867.3341 C:303.886.6442 CONTRACTOR COLEMAN CUSTOM HOMES P.O. BOX 4724 EDWARDS, CO. 81632 P:970.855.0112 C:970.376.4900 SOILS KUMAR (HP GEOTECH) 5020 CO. RD. 154 GLENWOOD SPRINGS, CO. 81601 P:970.945.7988 C:- MECHANICAL NAME ADDRESS CITY STATE ZIP P:VOICE C:FAX ZONING ANALYSIS SHEET INDEX BUILDING CODE:2021 IRC 2021 IFC 2021 IPC 2021 IECC 2021 NEC 2021 IMC 2021 NEC ZONING:SINGLE FAMILY RESIDENTIAL OCCUPANCY:TYPE R, DIV. 3 • SPRINKLERS:YES-FIRE SPRINKLER SYSTEM TO BE INSTALLED PER NFPA 13 AND VFES FIRE SPRINKLER INSTALLATION STANDARDS. • SYSTEM SHALL BE MAINTAINED IN OPERATIVE CONDITION AT ALL TIMES. • SMOKE AND CARBON MONOXIDE DETECTION REQUIRED TO BE MONITORED REF: ELEV. DRAWINGS FOR ALL NOTES RELATING TO THESE SYSTEMS. • A CONSTRUCTION FIRE AND LIFE SAFETY PLAN WILL BE REQUIRED THAT FOLLOWS CHAPTER 33 OF THE IFC AND NFPA 241. THIS WILL BE SUBMITTED PRIOR TO PERMIT ISSUANCE. • A PERMANENT STANDPIPE FROM THE ROAD TO THE TOP OF THE DRIVEWAY AREA IS TO BE PROVIDED. THIS STANDPIPE WILL NEED TO BE PERMITTED, FOLLOW TESTING AND SEVICE PER NFPA 25. • PROVIDE FIRE ACCESS MARKINGS PER IFC D103.6 CLIMATE ZONE: 6B FENSTRATION U-FACTOR: .30 CEILING R- VALUE:49 WD. WALL R-VALUE:20+5 VICINITY MAP 1 PERMIT COMMENTS-UNIT "A" AND UNIT "B" 08.18.2022 No. Description Date 1 Revision 1 03.25.2022 2 Revision 2 08.18.2022 2 06/19/23 2033 SF Area 2168 SF Area 2154 SF Area WOOD TRELLIS FROM STEEL BEAM. B.O. TRELLIS@16'-0" DECK OVERHANG OVER 4'-0" =9SF 1 2 3 4 5 6 7 8 2471 SF Area 9 27' - 4" 33' - 2"6' - 0"8145' - 0"36' - 8 1/4"17' - 9 3/4" 26' - 6" 16' - 8 3/16 " EHEH EH EHEH EH EH EH EH 16' - 8 3/1 6" 6' - 2" 5' - 1 1/ 4" 44' - 2 3/4 " 10 1 2 3 4 5 6 7 8 9 11 1213 14 15 10 16 17 18 24' - 4 3/4 " 23' - 0" 22' - 8 3/4"10' - 6" 15' - 6" 4' - 3 1/8"11' - 4 1/8" 1799 SF Area 26' - 4" 24' - 1 3/4"12' - 4 15/16"8' - 5 3/8"15' - 7 5/16" 8139' - 0" 12' - 5" 8' - 2 5/16 "12' - 0" GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" UPPER LEVEL - LOT 14 8190' - 0" GARAGELEVEL - LOT 14 A 8145' - 0" REC LEVEL - LOT 14A 8160' - 0" OFFICE 306 POWDER 203 G. BATH 1 206 DINING 403 OFFICE 34 816 FOREST B 816 FOREST A AREA FILLED W/ GRAVEL AND OR GEO-FOAM 5' - 1 1/8"GARAGE LEVEL 2,992SF TOTAL BASEMENT WALL "A" REC LEVEL 2 1 44' - 2 3/4"33' - 2"6' - 2" 27' - 4" 16' - 8 1/4" 6' - 0" 26' - 6"17' - 9 3/4"5' - 1 1/4"36' - 7 1/4" REC LEVEL 2 1 44' - 2 3/4" 33' - 2" 6' - 2" 27' - 4" 16' - 8 1/4" 32' - 6" 17' - 9 3/4" 5' - 1 1/4" 36' - 7 1/4" 2,316SF UNEXPOSED 3 4 345 6 5 6 15' - 0" 13' - 7 1/2" 15' - 0"13' - 7 1/2"10 7 8 9 7 8 9 10 EL. 8147'-8 3/8" GARAGE LEVELEL. 8147'-8 3/8" 2,417SF TOTAL BASEMENT WALL B 2,316SF +1,371SF ------------- 3,687SF UNEXPOSED 2,992SF +2,415SF ------------- 5,407SF TOTAL BASEMENT WALL 68.2% SF COMBINED PERCENTAGE GARAGE LEVEL REC LEVEL 1 1 1,379SF UNEXPOSED REC LEVEL 10' - 0"EL. 8141'-8 3/8" A.F.F10' - 0" GARAGE LEVELEL. 8141'-8 3/8" A.F.F 2 3 2 3 26' - 4" 26' - 4" 24' - 1 3/4" 8' - 5 3/8" 8' - 2 1/4"11' - 4 1/8" 8' - 5 1/4" 4' - 3 1/8" 12' - 2" 13' - 5 1/4" 15' - 6" 13' - 5 1/4" 10' - 6" 22' - 8 3/4" 24' - 4 3/4" 12' - 0" 23' - 0" 12' - 5 1/8" 25' - 0" 24' - 1 3/4" 4 4 13' - 5 1/4" 15' - 6" 13' - 5 1/4" 10' - 6" 22' - 8 3/4" 24' - 4 3/4" 12' - 0" 23' - 0" 12' - 5 1/8" 25' - 0" 5 5 6 7 6 7 8' - 9 1/8" 8' - 9 1/8"6' - 0"8 8 10 12 13 9 11 10 12 13 9 11 8' - 5 3/8" 8' - 2 1/4" 11' - 4 1/8" 8' - 5 1/4"4' - 3 1/8" 12' - 2" 14 15 16 17 14 15 16 17 18 18 Project number Date Drawn by 7/13/2022 11:23:28 AMA003 GRFA CALCS "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1" = 10'-0"3 REC LEVEL - LOT 14 A GRFA 1" = 10'-0"4 MAIN LEVEL - LOT 14 A GRFA 1" = 10'-0"5 UPPER LEVEL - LOT 14 A GRFA Area Schedule GRFA "A" Area Level GARAGE LEVEL - LOT 14 A 2471 SF GARAGE LEVEL - LOT 14 A REC LEVEL - LOT 14 A 2033 SF REC LEVEL - LOT 14 A MAIN LEVEL - LOT 14 A 2168 SF MAIN LEVEL - LOT 14 A UPPER LEVEL - LOT 14 A 2154 SF UPPER LEVEL - LOT 14 A 8825 SF 1" = 10'-0"6 GARAGE LEVEL - LOT 14 A GRFA -1,678SF ( ADJ.) -600SF GARAGE DEDUCTION ------------ 6,543SF+9SF =6,552 (6,597SF ALLOWABLE GRFA ) 45SF REMAINING 1/16" = 1'-0"1 Exhibit for GRFA WAll -A 1" = 20'-0"7 BASEMENT DEDUCTION COMBINED A for A003 No. Description Date 06/19/23 UP 1 2 3 4 5 6 7 8 9 11 1213 14 15 10 16 17 18 24' - 4 3/4"22' - 8 3/4"10' - 6" 15' - 6" 4' - 3 1/8"11' - 4 1/8" 1799 SF Area 26' - 4" 24' - 1 3/4"12' - 4 15/16"22' - 11 7/8" 8' - 5 3/8"15' - 7 5/16 "13' - 5 1/4"12' - 0"12' - 2" 8' - 5 1 / 4" 8' - 2 1 / 4" 1381 SF Area 8149' - 0" T.O. FIN. FLOOR 1396 SF Area 1599 SF Area 8171' - 0" T.O. FIN. FLOOR GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" UPPER LEVEL - LOT 14 8190' - 0" GARAGELEVEL - LOT 14 A 8145' - 0" REC LEVEL - LOT 14A 8160' - 0" OFFICE 306 POWDER 203 G. BATH 1 206 DINING 403 OFFICE 34 816 FOREST B 816 FOREST A AREA FILLED W/ GRAVEL AND OR GEO-FOAM5' - 1 1/8"1 2 3 4 5 6 7 8 2471 SF Area 9 27' - 4" 33' - 2"6' - 0"8145' - 0"36' - 8 1/4"17' - 9 3/4" 0' - 4 1 / 4 " 26' - 6" 16' - 8 3/16 " EHEH EH EHEH EH EH EH EH 16 ' - 8 1/4 " 6' - 2 " 5' - 1 1 / 4" 44' - 2 3/4" 10 GARAGE LEVEL 2,992SF TOTAL BASEMENT WALL "A" REC LEVEL 2 1 44' - 2 3/4"33' - 2"6' - 2" 27' - 4" 16' - 8 1/4" 6' - 0" 26' - 6"17' - 9 3/4"5' - 1 1/4"36' - 7 1/4" REC LEVEL 2 1 44' - 2 3/4" 33' - 2" 6' - 2" 27' - 4" 16' - 8 1/4" 32' - 6" 17' - 9 3/4" 5' - 1 1/4" 36' - 7 1/4" 2,316SF UNEXPOSED 3 4 34 5 6 5 6 15' - 0" 13' - 7 1/2" 15' - 0"13' - 7 1/2"10 7 8 9 7 8 9 10 EL. 8147'-8 3/8" GARAGE LEVELEL. 8147'-8 3/8" 2,417SF TOTAL BASEMENT WALL B 2,316SF +1,371SF ------------- 3,687SF UNEXPOSED 2,992SF +2,415SF ------------- 5,407SF TOTAL BASEMENT WALL 68.2% SF COMBINED PERCENTAGE GARAGE LEVEL REC LEVEL 1 1 1,379SF UNEXPOSED REC LEVEL 10' - 0"EL. 8141'-8 3/8" A.F.F10' - 0" GARAGE LEVELEL. 8141'-8 3/8" A.F.F 2 3 2 3 26' - 4" 26' - 4" 24' - 1 3/4" 8' - 5 3/8" 8' - 2 1/4"11' - 4 1/8" 8' - 5 1/4" 4' - 3 1/8" 12' - 2" 13' - 5 1/4" 15' - 6" 13' - 5 1/4" 10' - 6" 22' - 8 3/4" 24' - 4 3/4" 12' - 0" 23' - 0" 12' - 5 1/8" 25' - 0" 24' - 1 3/4" 4 4 13' - 5 1/4" 15' - 6" 13' - 5 1/4" 10' - 6" 22' - 8 3/4" 24' - 4 3/4" 12' - 0" 23' - 0" 12' - 5 1/8" 25' - 0" 5 5 6 7 6 7 8' - 9 1/8" 8' - 9 1/8"6' - 0"8 8 10 12 13 9 11 10 12 13 9 11 8' - 5 3/8" 8' - 2 1/4" 11' - 4 1/8" 8' - 5 1/4"4' - 3 1/8" 12' - 2" 14 15 16 17 14 15 16 17 18 18 Project number Date Drawn by 7/13/2022 11:23:56 AMA004 GRFA CALCS "B" 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1" = 10'-0"6 GARAGE LEVEL - LOT 14 B GRFA1" = 10'-0"1 REC LEVEL - LOT 14 B GRFA Area Schedule GRFA "B" Area Level Not Placed Not Placed Not Placed Not Placed Not Placed GARAGE LEVEL - LOT 14 B 1799 SF GARAGE LEVEL - LOT 14 B REC LEVEL - LOT 14 B 1381 SF REC LEVEL - LOT 14 B MAIN LEVEL - LOT 14 B 1396 SF MAIN LEVEL - LOT 14 B UPPER LEVEL - LOT 14 B 1599 SF UPPER LEVEL - LOT 14 B 6175 SF 1" = 10'-0"2 MAIN LEVEL - LOT 14 B GRFA 1" = 10'-0"3 UPPER LEVEL - LOT 14 B -1,226SF (SFADJ.) -600SF GARAGE DEDUCTION ------------ 4,348SF (4,398SF ALLOWABLE GRFA) 50SF REMAINING 1/16" = 1'-0"7 Exhibit for GRFA WAll -B 1" = 10'-0"4 GARAGE LEVEL - LOT 14 A GRFA COMBINED No. Description Date 1" = 20'-0"5 BASEMENT DEDUCTION COMBINED B for A004 06/19/23 DN DN 2444 SF Area 2073 SF Area 2167 SF Area 2217 SF Area Project number Date Drawn by 7/13/2022 11:24:16 AMA005 AREA CALCS-LOT 14 A 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/8" = 1'-0"1 GARAGE LEVEL - LOT 14 A 1/8" = 1'-0"2 REC LEVEL - LOT 14 A 1/8" = 1'-0"3 MAIN LEVEL - LOT 14 A 1/8" = 1'-0"4 UPPER LEVEL - LOT 14 A Area Schedule "A" Area Level Not Placed Not Placed Not Placed GARAGE LEVEL - LOT 14 A 2444 SF GARAGE LEVEL - LOT 14 A REC LEVEL - LOT 14 A 2073 SF REC LEVEL - LOT 14 A MAIN LEVEL - LOT 14 A 2167 SF MAIN LEVEL - LOT 14 A UPPER LEVEL - LOT 14 A 2217 SF UPPER LEVEL - LOT 14 A 8901 SF -1593SF GARAGE=7,308SF LIVABLE =7,308SF No. Description Date 06/19/23 UP UP 1747 SF Area1425 SF Area 1395 SF Area 1688 SF Area Project number Date Drawn by 7/13/2022 11:24:27 AMA006 AREA CALCS-LOT 14 B 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/8" = 1'-0"1 GARAGE LEVEL - LOT 14 B RCP 1/8" = 1'-0"2 REC LEVEL - LOT 14 B 1/8" = 1'-0"3 MAIN LEVEL - LOT 14 B 1/8" = 1'-0"4 UPPER LEVEL - LOT 14 B Area Schedule "B" Area Level Not Placed Not Placed Not Placed GARAGE LEVEL - LOT 14 B 1747 SF GARAGE LEVEL - LOT 14 B REC LEVEL - LOT 14 B 1425 SF REC LEVEL - LOT 14 B MAIN LEVEL - LOT 14 B 1395 SF MAIN LEVEL - LOT 14 B UPPER LEVEL - LOT 14 B 1688 SF UPPER LEVEL - LOT 14 B 6254 SF -604= 5,650SF 5,650SF LIVABLE No. Description Date 06/19/23 UP UP GFI220v GFIGFIGFI GFI GFI GFI GFIGFIG FI GFIGFIG FI G FI 3 G 64 LANDSCAPEAREA LANDSCAPEAREA LANDSCAPE AREA LANDSCAPEAREA SUMMER FALL SEPTEMBER 22 5:57AM 10:00AM 6:00PM 4:00PM SPRING MARCH 20 6:13PM JUNE 21 WINTER 10:00AM 4:00PM Project number Date Drawn by 7/13/2022 12:47:17 PMA007 SOLAR STUDY 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 06/19/23 UP 64 LANDSCAPE AREA LANDSCAPEAREA EH EHEH EH E H 12 WALL STEP LIGHTS @ BRIDGE EB EB EB EB EHEHEHEH EHEHEH EH EHEHEHRE: POWER PLANS FOR EXTERIOR LIGHTING FOR "A" AND "B" (WALL SCONCES AND STEP LIGHTS) EH E H EH EH EH E H EF EB EH EH EHEH EH EH EH EH EH EH EH EB EB EH EH EH EB EHEH EB EH EH ME T ER CL O S ET FOR A AND B NO DO OR ELEC. ELEC.EH EHEB EB EB EH EH EH EHEH EH EH EHE HE H E H E H EH STEP LIGHTS @ HOT TUB EXTERIOR LIGHTING FIXTURE SCHEDULE & COUNTS FIXTURE TYPE SYMBOL DESCRIPTION MANUFACTURER/ MODEL # FIXTURE COUNT EA EB EC ED EE EF SONNEMAN LIGHTING 7245.72 WALL SCONCE YLIGHTING ATLANTIS PATH LIGHT 15" BLACK BOLLARD PATHLIGHT LINEAR STEPLIGHT TRELLIS DOWNLIGHT PENDANT DOWNLIGHT DRIVE- OVER LIGHT EG RECESSED DOWNLIGHT 15 "A" 9"B" 12 TOTAL STEP LIGHT WAC WL-LED-100 LEDME STEPLIGHT 17"A" 11"B" 16 BRIDGE/ DRIVEWAYEH BEGA 84284 WIDE BEAM LED N/A N/A N/A EH NOT USED Project number Date Drawn by 7/13/2022 2:02:12 PMA008 EXTERIOR LIGHTING 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1" = 10'-0"1 ARCHITECTURAL SITE PLAN EXTERIOR LIGHTING 3" = 1'-0" ELECTRICAL-EXTERIOR LIGHTING LEGEND WALL STEP LIGHT WALL SCONCE BOLLARD PATHLIGHT No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" UPPER LEVEL - LOT 14 8190' - 0" GARAGELEVEL - LOT 14 A 8145' - 0" REC LEVEL - LOT 14A 8160' - 0" OFFICE 306 POWDER 203 G. BATH 1 206 DINING 403 OFFICE 34 816 FOREST B 816 FOREST A AREA FILLED W/ GRAVEL AND OR GEO-FOAM 5' - 1 1/8"GRADE PLANE 9' - 8 1/16" 15' - 0"STORY 1 STORY 2 8147' - 6" 8165' - 4" STORY 1 STORY 2 1' - 6"NOT 6'-0"GRADE PLANE 1 A301 A203 1 A204 3 2 A200 2 1 A308 10 A601.1 MUD ROOM 3 GARAGE "A" 1 BUNK ROOM 104 MUD ROOM 103 2 CAR GARAGE B 101 MUD ROOM 3 8139' - 0" 8145' - 0" 22' - 11 1/4"22' - 6 1/2"11' - 7 1/4" 11' - 4" 8145' - 0" PLANTER AREA PLANTER AREA 8139' - 0"METER CLOSETSLOPEMETER CL O S E T FO R A AND B NO DO OR EL E C . EL EC. ELEVATOR CRAWLSPACE ACCESS CRAWLSPACE TO BE LESS THAN 5'-0" TALL CRAWLSPACE TOBE LESS THAN5'-0" TALL T.O. FIN. FLOOR T.O. FIN. FLOOR T.O. FIN. FLOOR T.O. FIN. FLOOR 13' - 6 1/4"15' - 6"13' - 5 1/4"21' - 11"6' - 0" 8182'-9" 8182'-9" 8182'-9" 8171'-9" 8171'-9" 8164'-7" 8147'-0" 8144'-0" 8144'-0" 8162'-0" 8140'-0"8144'-0" 8138'-6" 8138'-6" 8138'-0" 8139'-0" 8141'-0" 8141'-0" 8141'-6" 8147'-0" 8147'-0" 8159.25' 8159.25'8159.25' 8164'-7" 8164'-7" 8145'-0" GRADE PLANE CALCULATIONS: UNIT A 8144'-0" 8144'-0" 8162'-0" 8182'-9" 8182'-9" 8182'-9" 8171'-9" 8171'-9" 8164'-7" 8147'-0" --------------- 81,496'-4" /10 8165.33' UNIT B 8139'-0" 8138'-6" 8138'-6" 8138'-0" 8140'-0" 8144'-0" 8145'-0" 8164'-7" 8159.25' 8159.25' 8159.25' 8147'-0" 8147'-0" 8141'-0" 8141'-0" 8141'-0" -------------------- 138,507 /17 8147'-6" Project number Date Drawn by 8/17/2022 12:44:59 PMA015 GRADE PLANE EXHIBITS 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author No. Description Date 2 Revision 2 08.18.2022 1/16" = 1'-0"1 GRADE PLANE SECTION 1" = 10'-0"2 GRADE PLANE CALCULATION 3" = 1'-0" GRADE PLANE CALCULATIONS 2 06/19/23 UP BUNK ROOM GARAGE B E N T R Y ELEV MACHINE ROOM B U N K B A T H ELEV MACHINE ROOM BENC H SKI ROOM MUD ROOM CUBBIES UPPERCUBBIES UPPER CUBBIES UP PER CUB B IES BE NCH BENC H BEN CH UPPERCUB BIES CLOSE D ST ORAGE DRAWER ST ORAGE BE LOW UP PERCUBBI ES TWIN TWIN Q UEENUPPER CUB BIES UPPER CU BBIES QUEENGARAGE G A R A G E E N T R Y M U D R O O M TV FULL HEIGHT CLOSED STO R AGE BUNK ROOM REC ROOM LAUNDRY GUEST BATH 1 GUEST BED 1 UNIT A UNIT B POWDER WET BAR BUILT-IN ELEV MECH ROOM MECH ROOM ELEV POWDER OPEN TO BELOW ENTRY PATIO B U N K B A T HBE NCHBENCHTWINTWIN QUE EN QUEEN GARAGE B REC ROOM W/ D W/D W/D W/D WE T BAR / B UILT-IN TV L A U N D R Y SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/8" = 1'-0"6/28/2022 9:42:11 AM OVERALL GARAGE & REC LEVEL PLAN A1.0 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/8" = 1'-0"1 OVERALL GARAGE LEVEL PLAN 1/8" = 1'-0"2 OVERALL REC LEVEL PLAN 06/19/23 UP GUEST BED 1 GUEST BED 2 OFFICE OFFICE GUEST BED 2 GUEST BED 3 EH EH EH EHEH EH EH EH EH EH EH EH UNIT A UNIT B BENCHGUEST BATH 1 BENCH BENCHBENCHGUEST BATH 3 ELEV OFFICE BATH GUEST BATH 2 BE N CH BENCHBUILT-IN MECH. 2 MAIN LEVEL ENTRY BENCHJR. MASTER BATH JR MASTER BATH UNIT A UNIT B BE NCH BENCHMASTER BATH ELEV MASTER BEDROOM MASTER CLOS 2 MASTER CLOS 1 MASTER BATH MASTER BEDROOM ELEV WE T B AR W E T BAR KITCHENDININGLIVINGD W W/D REF. DB L OVEN DW DWKNEE SPACE GLASS DISPLAY UNDERCOUNTER CABINET REF. PANTRY TRAS H DBL. OV E N KITCHENDININGLIVINGSPECIALIZED STONE BASE DETAIL 18" STONE BASE, APPLIED TO WALL 1/2" REGLET REVEAL DRYWALL A1.1 3 A1.1 3 MICRODW 1' - 6"0' - 0 1/2"SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:42:13 AM OVERALL MAIN & UPPER LEVEL PLAN A1.1 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/8" = 1'-0"1 OVERALL MAIN LEVEL PLAN 1/8" = 1'-0"2 OVERALL UPPER LEVEL PLAN 3" = 1'-0"3 STONE WALL BASE DETAIL 06/19/23 1 A301 A203 1 MUD ROOM 3 GARAGE "A" 1 BUNK ROOM 104 MUD ROOM 103 2 CAR GARAGE B 101 MUD ROOM 3 8139' - 0" 8145' - 0" A204 3 2 A200 2 22' - 11 1/4"22' - 6 1/2"11' - 7 1/4"11' - 4" 1 A308 8145' - 0" PLANTER AREA PLANTER AREA 8139' - 0"METER CLOSET10 A601.1 1 A400.3 STEP STEP STEP STEP 8,162'-0" 8,162'-0"SLOPE8156'-2 5/16" STEP 8,155'-2 7/8" 8,152'-2 5/16" 8,150'-4" 8,148'-3" 8,162'-0" METER CL O SET FOR A AND B N O DOOR EL E C . EL E C . ELEVATOR CRAWLSPACE ACCESS CRAWLSPACE TOBE LESS THAN 5'-0" TALL CRAWLSPACE TOBE LESS THAN5'-0" TALL T.O. FIN. FLOOR T.O. FIN. FLOOR T.O. FIN. FLOOR T.O. FIN. FLOOR 13' - 6 1/4"15' - 6"13' - 5 1/4"21' - 11"13' - 1 1 3/4"20' - 6 3/4"14' - 11 3/4"10' - 1 1 1/4"23' - 0 3/4"49' - 1 1/2 " 25' - 4 3/4"13' - 1" 7' - 9 3/4"13' - 7 1/2"16' - 8 1/4 " 10' - 10 "14' - 7"13' - 8 3/4"17' - 10 1/4"2 A201 1 A201 EV CHARGINGSTATIONEV READY SPACE EV READY SPACE EV CHARGINGSTATION2 Project number Date Drawn by 8/17/2022 12:45:07 PMA101 OVERALL GARAGE LEVEL PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/8" = 1'-0"1 OVERALL GARAGE LEVEL PLAN 0' 2' 4' 8' 16' N No. Description Date 2 Revision 2 08.18.2022 06/19/23 1 A301 64 LANDSCAPE AREA REC. ROOM 216 LAUNDRY 202 REC ROOM 200 G. BED 1 204 8149' - 0" 1 A308 8160' - 0" 1 A400.3 METER CL O S E T FOR A AND B NO DO OR ELE C. ELEC. EH EH EHEH EHEH EH EH EH EH EH G. BATH 1 206 POWDER 203 MECH. ROOM 201 ELEVATOR UPDN T.O. FIN. FLOOR T.O. FIN. FLOOR CRAWL SPACE CRAWL SPACE CRAWL SPACE 2 A201 1 A201 Project number Date Drawn by 7/13/2022 11:41:16 AMA102 OVERALL REC LEVEL PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/8" = 1'-0"1 OVERALL REC LEVEL PLAN 0' 2' 4' 8' 16' N No. Description Date 06/19/23 A205 A600.1 3 1 A203 2 1 1 A301 A205 4 5 A203 1 64 8160' - 0" G. BED 1 21 G. BED 2 22 JR. MASTER 23 OFFICE 34 OFFICE 306 G. BED 2 305G. BED 3 300 A204 3 2 A200 2 1 A308 8175' - 0" A600 9 A600 10 A600 12 A600.1 1 A600.1 2 A600.1 4 A600.1 5 A600.1 6 A600.1 7 8 A600.1 9 A601.1 4 A601.1 1 A400.3 11 MECH. CRAWLSPACE ELEVATOR CRAWLSPACE ACCESS PITS IN CRAWLSPACE FOR MECH. EQUIP ONLY CRAWLSPACE TO BE LESS THAN 5'-0" TALL OFFICE BATH 307 UP UP CRAWLSPACE TO BE LESS THAN 5'-0" TALL CRAWLSPACE ACCESS CRAWLSPACE TO BE LESS THAN 5'-0" TALL CRAWLSPACE ACCESSOFFICE BALCONYGRAVEL BALLAST GRAVEL BALLAST T.O. FIN. FLOOR T.O. FIN. FLOOR EHEH EHEH EHEH EH EH EH EH EH EH EHEHEH EH EH EH Project number Date Drawn by 7/13/2022 11:45:53 AMA103 OVERALL MAIN LEVEL PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/8" = 1'-0"1 OVERALL MAIN LEVEL PLAN 0' 2' 4' 8' 16' N No. Description Date 06/19/23 DN DN A205 A600.1 3 A203 2 1 1 A301 A205 4 5 3 A203 1 A206 3 A601 1 64 LANDSCAPE AREA LANDSCAPEAREA ? ? 8171' - 0" A204 3 2 A200 2 1 A308 2 A101.1 A600 10 A600 12 A600.1 1 A600.1 2 A600.1 4 A600.1 5 A600.1 6 A600.1 7 8 A600.1 9 2 A601 A601 8 A601.1 12 A601 11 A601 12 A601.1 10 A601 15 A601.1 9 A601.1 1 A601.1 2 A601.1 3 A601.1 4 A601.1 5 A601.1 6 1 A400 1 A400.3 1 A401.1 2 A401.1 1 A401.4 2 A401.4 2 A600 11 3 A101.1 8190' - 0" 8190' - 0"WWWWEH EH EH EHEH EH T.O. FIN. FLOOR T.O. FIN. FLOOR EH EHEH EHEH EH EH EH EH 2 A201 1 A201 Project number Date Drawn by 7/13/2022 11:25:08 AMA104 OVERALL UPPER LEVEL PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/8" = 1'-0"1 OVERALL UPPER LEVEL PLAN 0' 2' 4' 8' 16' N No. Description Date 06/19/23 A205 M 1 A302 1 A.2 4 5 A.3 A.10 K 1 A206 3 1 A300 3 1 A.5 E G A.7 A.7 H A.1 2 A204 3 2 SKYLIGHTSKYLIGHTBALLAST ROOF BALLAST ROOF 5 A503 Sim 5 A503 Sim 4 A503 Sim 4 A503 Sim 4 A503 Sim T.O. FIN. FLOOR HIGH POINT T.O. PARAPET +EXISTING 8212' +EXISTING 8203'EXISTING 8204' +EXISTING 8212' EXISTING 8206 EXISTING 8216' EXISTING 8203 EXISTING 8198 EXISTING 8194 EXISTING 8188' HIGH POINT HIGH POINT 8160' - 0" T.O. FIN. FLOOR HIGH POINT HIGH POINT 69' - 9 1/2"31' - 8 3/4"14' - 11 3/4"7' - 2 1/4" 15' - 10 3/4" A.6 I L A.8 A.4 A.11 A.12 A.13 A.14 EXIST. 8212'PROPOSED 8202'-0" PROPOSED 8189'-6" PROPOSED 8188'-0" PROPOSED 8183'-6" PROPOSED 8178'-0" 8189' - 10 3/8" 4' - 0" T.O. FIN. FLR. T.O. FIN. FLR. PROPOSED 8177'-6" EXISTING 8188' PROPOSED 8200'-8" 8203' - 3 1/2" EH EH EHEH EHEHEHEH EH EH EH LINE OF GARAGE WALL8175' - 0" PROPOSED 8145'-0" 8189' - 9 7/8"LINE OF REC ROOM WALL2' - 7 3/1 6 " 8175' - 0" 10' - 0"W A LL S S TE P BA C K2' - 0"PROPOSED 8145'-0"LINE OF OFFICE WALLOV H N G . OV H N G . OVH N G.OVHNG.HIGH POINT HIGH POINT HIGH POINT 8160' - 0"T.O. PLANTER 8153'-6"T.O. FIN. FLOOR 2" / 1'-0" 84' - 9 11/16 " 1 A307 A600 1 A600 3 A600 4 A600 5 A601.1 1 A400 3 A400.1 A.9 1 A400.3 2 A600 3' - 0"12' - 6 1/4" 7' - 3"7' - 3" 14' - 6"5' - 0"2 A304 8211' - 1 1/4" HIGH POINT 8211' - 1 1/4" 8175' - 0" PROPOSED 8178'-0" 8175' - 0" 8179' - 0" PROPOSED 8200'-0" 8204' - 0 7/8" 8204' - 0 7/8" 8203' - 5 3/8" 8200' - 9 3/4" 8201' - 11 5/8" PROPOSED 8200'-0" PROPOSED 8196'-0" PROPOSED 8196'-0" 8190' - 0" PROPOSED 8188'-6" PROPOSED 8184.34' 8207' - 9" 8207' - 9" 8175' - 0" F PROPOSED 8202'-0" PROPOSED 8191'-0" 8190' - 0" 8189' - 10 3/8" HIGH POINT T.O. FIN. FLOOR 8190' - 0" 8189' - 10 3/8" HIGH POINT PROPOSED 8194'-8" 8204' - 3 1/8" PROPOSED 8166'-0" PROPOSED 8177'-6" 8182' - 7 3/4"SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SL OP E 1/8" = 1 ' -0" SL O P E 1/8 " = 1'-0" SLOPE 1/8"=1'-0"SL O PE 1/8" = 1'-0" SL O P E 1/8 " = 1 ' -0" SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SL O PE 1/8" = 1 ' -0" SL O P E 1/8" = 1'-0" 3' - 8 3/4"SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SL O P E 1/8" = 1'-0" SL O P E 1/8" = 1'-0" SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SL O P E 1/8 " = 1'-0" SL O P E 1/8 " = 1 '-0" SLOPE1/8"=1'-0"7' - 6"13' - 1" 13' - 7 1/2"2' - 0"1' - 6" 1' - 6"3' - 0"3' - 0"1 A015 600 SF SOLAR READY AREA 2 GENERAL ROOF PLAN NOTES: 1. ALL DRAIN, SCUPPER & DOWNSPOUTS TO HAVE HEAT TAPE AND DRAIN TO SUB-GRADE DRAINAGE SYSTEM. 2. ALL ROOF PENETRATIONS TO HAVE UP HILL BOOTS. 3. ALL GUTTERS TO BE INTEGRATED IN ROOF FASCIA (SEE DETAIL); ALL DOWNSPOUT LOCATIONS TO BE IN- WALL UNLESS SPECIFIED OTHERWISE. ANY EXPOSED DOWNSPOUT LOCATIONS TO BE VERIFIED IN FIELD BY ARCHITECT. 4. ACTUAL ROOF DRAIN & OVERFLOW DRAIN LOCATIONS TO BE LOCATED BY ROOFING CONTRACTOR; FINAL APPROVAL BY ARCH. 5. SNOW FENCE TO BE PART OF METAL ROOF ASSEMBLY; FINAL LOCATIONS TO BE ENGIN. BY ROOFING CONSULT.; FINAL APPROVAL BY ARCHITECT. 6. MINIMIZE PENETRATIONS THROUGH STANDING SEAM METAL ROOF; REVIEW ALL LOCATIONS & DETAILING W/ ARCHITECT Project number Date Drawn by 8/17/2022 12:45:15 PMA105 OVERALL ROOF PLAN A /BUILDING HEIGHT 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 3/16" = 1'-0"1 OVERALL ROOF PLAN "A" 0' 2' 4' 8' 16' N No. Description Date 2 Revision 2 08.18.2022 06/19/23 DN DN A205 M 1 1 4 A205 4 5 N.1 3 A203 1 A206 3 A601 1 M.1 B.6 B.6 B.2 B.2 B.9 B.9 b.1 b.3 B.7 B.5 B.5 B.10 B.10 A204 3 2 B.3 B.3 BALLAST ROOF BALLAST ROOF SKYLIGHTSKYLIGHT5 A503 Sim 5 A503 Sim 4 A503 Sim 4 A503 Sim 8171' - 0" EH EH EH EHEH 8152' - 5 5/8" EXISTING 8178' 8152' - 5 5/8" T.O. ROOF 8152' - 5 5/8" T.O. PARAPET HIGH POINT EXISTING 8174' EXISTING 8160' SLOPEGUT T ER 8170' - 10 3/4"HIGH POINT EXISTING 8162'6' - 7 5/16"WALL STEPWALL STEP T.O. FIN. FLOOR 8143' 3" T.O. PLANTER 8171' - 0" T.O. FIN. FLOORWALL STEPW AL L S TEP W A LL S T EP T.O. FIN. FLOOR ROOF W A LL S T EP T.O. PARAPET EXISTING 8174' 8190 HIGH POINT EXISTING 8197' 8175' - 0" 13' - 1 1 1/2" 13' - 9 1/4" 10' - 2 3/4" 2' - 0 1/2 " 15' - 2 1/2 " 1' - 3" P O N 8' - 5" 12' - 10" 17' - 8" 15' - 8 5/16"S S 2" / 1'-0" EXISTING 8164' 24' - 1 3/4"PROPOSED 8140'-10" 0' - 0"8189' - 10 3/8" EXISTING 8194 PROPOSED 8177'-6" PROPOSED 8176'-0" 3' - 0 13/16" PROPOSED 8159'-3" 4' - 0"0' - 10 1/2"8185' - 4 7/8" HIGH POINT EXISTING 8170' 4' - 0" 13' - 9 1/8" W A L L ST EP 8171' - 0" HIGH POINT 8160' - 0"2' - 1"9' - 11 5/16" 2' - 0 1 / 2 " W A L L S T E P T.O. FIN. FLOOR EXISTING 8154' 1' - 1 1 1/2" 8141' -1" T.O. PLANTER 8182' - 0 1/4" PROPOSED 8139'-0" 8181' - 1 3/8" PROPOSED 8144'-0" 8160' - 0" 8150'-2" T.O. PLANTER 3' - 8 3 / 4 " 11' - 5 3/4" 5' - 4 1/2 " T.O. ROOF8141' 1" T.O. PLANTER ROOF PLANTERb.2 B.8 B.8 T T B.4 B.4 B.1 B.1 A600 1 A600 3 A600 4 A600 5 A600 6 A600 7 A600 8 A600 9 A600 10 2 A601 A601 5 A601 6 A601 7 A601 8 A601.1 11 A601.1 12 A601 11 A601 12 A601.1 10 A601 14 A601 15 A601.1 9 A601.1 1 A601.1 2 A601.1 3 A601.1 4 A601.1 5 A601.1 6 1 A401.1 2 A401.1 1 A401.4 2 A401.4 2 A600 3' - 10 1/16" 3' - 6 " R 8178' - 0" T.O. SITE WALL 8177' - 6" T.O. SITE WALL 8175' - 8 5/8" T.O. SITE WALL T.O. FIN. FLOOR 8189' - 11 7/8" 8189' - 11 7/8" PROPOSED 8170'-6" 8187' - 9 1/2" PROPOSED 8159'-3" PROPOSED 8159'-3" PROPOSED 8155'-0" PROPOSED 8147'-0"2' - 9 1/2"8152' - 5 5/8" T.O. PARAPET 8181' - 8 1/4" 8182' - 7 3/4" 8147'-0" T.O. PLANTER 8151' - 10 3/8" 8170' - 10 3/4" 8170' - 10 3/4"4' - 0"4' - 0"8151' - 10 3/8" 3' - 3" 8171' - 0" 2' - 8 1/2" 3' - 8 1 / 4"3' - 0 1/4"1 A015 600SF SOLAR READY AREA 2 Project number Date Drawn by 8/17/2022 12:45:21 PMA106 OVERALL ROOF PLAN "B" /BUILDING HEIGHT 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 3/16" = 1'-0"1 OVERALL ROOF PLAN "B" 0' 2' 4' 8' 16' N No. Description Date 2 Revision 2 08.18.2022 06/19/23 M GARAGE "A" 1 GARAGE ENTRY 2 1 A302 A.2 A.2 1 A301 A.3 A.10 KA203 1 MUD ROOM 3 A206 3 1 A300 1 A003 3 A.5 8145' - 0" 1 A305STEP LIGHT FIXTURE (6)SK I R A C K ELEVATOR MACHINE 71 A/V 72 G G A.7 H H T.O. FIN. FLOOR EH EH EH EHEHEHEH EH EHEHEHEHA.1 A.1 2 A204 3 ELEVATOR 31' - 8 3/4"14' - 11 3/4" 7' - 2 1/4" 6' - 0" EH EHEH EHEH EH EH EH EH 70' 62' 62' A.6 I I L L A.8 A.4 A.11 A.12 2 A101.1 46' - 9 15/16" 1 A307 20' - 2" 21' - 6 1 5 /16" 5' - 1" 1 A306 7 A004 A601.1 1 A400 3 A400.1 A.9 A400 4 2 A304 3 1/2" 30' - 4 7/8"3 1/2"5 1/2" 42' - 4 7/ 8 " 5 1/2 " 1" 7 1/4"7 1/4"10" 1"3' - 5"9' - 0" 9' - 0" 2' - 9" 4' - 6" 7' - 4 1/2" 36' - 0 1/2"10" 5/8"3 1/2"16' - 2 5/8" 5 1/2"24' - 6 9/16" 5 1/2 " 4' - 1 3 /16" 5 1/2 " 11' - 7 1/4" 1 7/16" 10 1/16"5 1/2" 4' - 3 3/4" 3 1/2" 4' - 2 15/16" 3 1/2" 5 1/2 " 6' - 8 15 /16"4' - 0"4' - 0"2' - 3 5 /16" 2' - 9 1 1/16" 003A 072A 071A A 7' - 8 1/8 " 5 1/2 " 10" 5' - 10 5/8"5 1/2"SL O P E 1/8 " = 1'-0" SL O P E 1/8 " = 1 ' -0"SLOPE1/8"=1'-0"SLOPE1/8"=1'-0"SL O P E 1/ 8 " =1' -0" SL O PE 1/8 " =1' -0" SLOPE1/8"=1'-0"SLOPE1/8"=1'-0"SL O P E 1/ 8" = 1'-0" SL O P E 1/8 " =1'-0"SLOPE 1/8"=1'-0" SLOPE1/8"=1'-0"SL O P E 1/8" = 1'-0" SL O P E 1/8 " = 1 ' -0"SLOPE 1/8"=1'-0" SLOPE1/8"=1'-0" 8145' - 0" 8145' - 0" 8145' - 0" 8145' - 0" 8145' - 0" 8145' - 0" 8145' - 0" 8145' - 0"UPF F 001A 001B 003B 59' - 10 3/4"GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 1:02:35 PMA107 GARAGE LEVEL "A" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0" 1 GARAGE LEVEL - LOT 14 A N 0' 2' 4' 8' 16' No. Description Date 06/19/23 A205 M 1 A.2 4 5 A.3 A.10 KA203 1 UP A206 3 3 A.5 E REC. ROOM 216 POWDER 211 ENTRY 210 LINE OF GARAGE WALL BELOW OPEN TO BELOW ARTTV W E T BA R / BU I L T -IN G A.7 H CRAWLSPACE ACCESS CRAWLSPACE TO BE LESS THAN 5'-0" TALL ELEVATOR T.O. FIN. FLOOR A.1 A204 3 2 53' - 10 3/4"31' - 8 3/4"14' - 11 3/4" 7' - 2 1/4" EHEH EHEH EHEH EH EH EH EH EH A.6 I L A.8 A.4 A.11 A.12 A.13 8160' - 0" 73' - 10 3/4" 5' - 1" 10' - 0" 2' - 3" 4' - 6 1 / 2 " 13' - 8 3/4" 10' - 1 0" 2' - 6" 20' - 2" 4' - 9 1 / 2 " A600 3 A600 4 A600 5 A601.1 4' - 0"A.9 MECH. 214 BUNK ROOM 217 BUNK CLOSET 219 BUNK BATH 218 STORAGE CLOSET 220211B 211A 218A 218B 219A 218C 217A 220A 217B 215A 228A 214A 210A 37' - 9 1/2"6' - 0 1/4" 4' - 6" A400.2 1 SL O P E 5 1/2 " 6' - 3 9/ 16" 5 1/2 " 15' - 10 5/8" 5 1/2 " 6' - 1 7/16" 5 1 / 2 " 9' - 5 7 / 8 " 5 1/2"1" 10 "5 1/2"15' - 2 3/16" 5 1/2" 13' - 6 7/8" 3 1/2" 6' - 0 3/16" 3 1/2" 16' - 3 9/16" 4 1/8" 10" 4' - 7 7/16"5 1/2" 5' - 3 5/16" 4' - 8" 2' - 8 1/8" 4' - 8" 4' - 8" 2' - 0 5/8" 10' - 1"3 1/2" 4' - 9 11/16" 5 1/2" 15' - 11 11/16" 5 1/2" 8' - 8 5/16" 3 1/2" 7' - 1 7/8" 3 1/2"8"4 1/2" 5' - 5 3/4" 5 1/2" 3' - 6 3/8"10 1/16" 4 1/16" 6' - 6 1/2" 5 1/2 " 7' - 7 1 5/16 " 10 1/ 16" 6 7/16" 1' - 5 3/ 16" 3 1/2 " 8' - 3 3/ 4 "3' - 8 7/8"4' - 5" 4' - 5" 5' - 3 3/8" 17' - 10 1/4"3' - 0 1/16" 3' - 0 1/8"6' - 5 3/8" 3 1/2" 3' - 7 1/ 2 " 3 1/2 "2' - 1 1/2 " 3 1/2" 4' - 10" 1' - 5 7/ 16 " 20' - 0 1 5 / 16" 10" 1" 5 1/2 " 5' - 1 3/16" 3 1/2 " 4' - 1 3/16" 5 1 /2" 6' - 1 7 /16" 5 1/2" 1' - 10 1/4" 3' - 2 5/8"2' - 5 1/8" 2' - 7 3/4"DN2' - 2"4' - 2 7/16" B W7 B W4 C W8 D3 1595 E W13 E W9 F STORAGE 228 215F REF: I.D. DRAWINGS FOR FURN. LAYOUT GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 1:05:20 PMA108 REC LEVEL "A" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 REC LEVEL - LOT 14 A N 0' 2' 4' 8' 16' No. Description Date 06/19/23 A205 M G. BED 1 21 G. BED 2 22 JR. MASTER 23 1 A302 8210 A.2 1 A301 5 OFFICE 34 JR. MASTER CLOSET 35 A.3 K PATIO A203 1 LINENTV A206 3 2 A400.3 1 A300 1 A003 94' 3 1 A.5 E TV 4 A411 2 A306 1 A305 BALLAST ROOF WEXTERIOR LIGHT FIXTURE EXTERIOR LIGHT FIXTURE G G A.7 H H MECH. 2 76 T.O. FIN. FLOOR FROM SETBACK UNDER 5'-0" HIGH T.O. FIN. FLOOR FROM SETBACK UNDER 5'-0" HIGH T.O. FIN. FLOOR A.1 2 A204 3 W 26' - 8 1/2"13' - 1" 13' - 7 1/2"A/VUP DN A.6 LINENTV W 1' - 4 3/4"13' - 7 1/4" 13' - 2" I I L L A.8 A.4 A.11 A.12 A.13 A.13 A.14 A.14 8175' - 0" CRAWLSPACE TO BE LESS THAN 5'-0" TALL CRAWLSPACE ACCESS CRAWLSPACE TO BE LESS THAN 5'-0" TALL CRAWLSPACE ACCESS 8175' - 0" 1' - 9 15/16" 8175' - 0" F.P. 79' - 8 3/4 " 1 A307 10' - 11" 13' - 8 3/ 4 " 10' - 10" 2' - 6 " 20' - 2" 4' - 9 1/2" 4' - 6 1/2 " 2' - 3" 10' - 0" 46' - 8 1/2"29' - 8 1/16"6' - 4 1/2" 10' - 8" 1 A306 7 A004 A600 6 A600 7 A600 8 A601.1 5 1 A400.3 T W73 T W79 T W82 U T W71 J W17 H K A400.4 1 2 A304 JR. MASTER BATH 221 OFFICE BATH 222 G. BATH 2 223 G. CLOSET 2 226 G. BATH 1 224 G. CLOSET 1 225BALLAST ROOF7 7/8" 3' - 3 1 1/16" 3 1/2" 5' - 7 7/16" 3 1 / 2 " 7' - 5" 5 1/2" 9' - 0 9/16" 6 1/8"5 1/2"5' - 1 3/8" 3 1/2" 3' - 10 7/8" 1/2" 5' - 7 5/8" 3 1/2" 5' - 4 1/4" 3 1/2" 10' - 9 3/8" 5 1/2" 13' - 6 1/16" 5 1/2" 6 1/8" 16' - 11 3 / 16" 5 1/2" 5' - 9 1/8" 5 1/2 " 7' - 5" 5 1/2" 3' - 7 1/4"3 1/2" 5' - 8 1/4" 3 1/2" 5' - 4 1/4" 3 1/2" 10' - 9 3/8" 8' - 9 5/8" 5 1/2" 5 1/2 " 13' - 7 1 1 / 16" 2' - 3 1/2"3 1/2" 13' - 11 9/16" 5 1/2" 1' - 7 1/2" 3 1/2" 5' - 5 1/16" 3 1/2"2' - 1 3/16" 3 1/2" 5 1/2 " 13' - 5 1/16" 5 1/2 " 6' - 1 1 / 8 " 3 1/2" 3' - 1 7/8" 3 1/2 " 4' - 1 1 / 4 " 5 1 / 2 " 4' - 2 11/16" 1/2" 6' - 0 5/ 8 " 3 1/2 " 3' - 0 5/16" 5 1/2 " 5 1/2"4' - 0 7/8" 1/2" 5' - 7 7/16" 3 1/2" 4' - 1 1/4" 3 1/2" 6' - 7 1/4" 3 1/2" 3' - 7 1/4" 3 1/2" 3' - 6 5/8" 4 1/8"10" 5 1/2"14' - 1 1/4" 5 1/2" 4' - 11 3/8" 3 1/2" 5' - 1 1/4" 3 1/2" 3' - 6 5/8" 4 1/8"10" 5 1/2" 12' - 7 1/16 " 5 1/2 " 5' - 1 1/4" 3 1/2" 5' - 3 9 /16" 3 1/2" 3' - 7 1 / 2 " 3 1/2 " 10" 4 1/8" 14' - 2 1/8" 5 1/2"3' - 6 5/8" 3 1/2" 7' - 1 1/8" 3 1/2" 3' - 1 3/8" 3 1/2"3 1/2 " 11" 3 1 / 2 " 2' - 1 1/4" 3 1/2 " 23' - 1 1 3 / 16 " 5 1/2 " 9 3/4" 40' - 9 15/16" 10 1/ 16" 4 1/16" 8' - 6 1/8" 5 1/2" 5' - 9 9/16" 5 1/2 " 5' - 11 13/16"5 1/2" 5' - 10 5/8" 10 1/ 16" 4 1/16" 4' - 9 3/16" 5 1/2 " 1' - 3 1/4 " 5 1/2 " 7' - 9 3/4" 5 1/2" 5 1/2"12' - 0 1/4" U W86 U W77 N W85 N W76 I W15 M W21 L W20 C W16 C W18 U W72 222A 229A 221A 225A 222C 034A 034B 076A 021A 224D 226A 221B 223B 223A 023A 223D 035A 222B 224A 224C224B 022A 221C 7' - 0 9/16" 5' - 11" 7' - 0 1/2" 7' - 1 1/4"7' - 4 1/2"6' - 6 1/4" 3' - 3 3/16" 2' - 5 1 3/16" 8' - 4 3/16" 3' - 4 11/16" 3' - 3" 5' - 1 1/2" 2' - 3 7/16"6' - 1 7/16"8' - 5 7/16" 8' - 4 7/16" 5' - 4 5/16" 3' - 5 1/4" 6' - 11 3/4" 4' - 6 3/4"STAIRFLIGHTWINDOW F F 223C MAIN LEVEL VESTIBULE 229 13' - 2 1/4"6' - 0"GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 1:08:54 PMA109 MAIN LEVEL "A" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 MAIN LEVEL - LOT 14 A DN N 0' 2' 4' 8' 16' No. Description Date 06/19/23 A205 A600.1 3 1 A302 1 A303 A203 2 A.2 A.2 MASTER BEDROOM 27 MASTER BATH 28 1 A301 5 MASTER CLOSET 36 KITCHEN A.3 A.10 A.10 K PANTRY A203 1 DN BBQ ISLAND2 A400.3 1 A300 1 A003 3 1 W ET BA R E HOT TUB 8190' - 0" 2 A306 1 A305 EXTERIOR STEP LIGHT FIXTURE @ HOT TUB (6) TV A R T G G A.7 H H LIVING ROOM 77 DINING 78 KITCHEN 79 8190' - 0" T.O. FIN. FLOOR FROM SETBACK OVER 5'-0" HIGH EH EH EH EHEH EH A.1 A.1 2 A204 2 A200 226' - 8 1/2"13' - 1" 13' - 7 1/2"7' - 6"40' - 1 1/2"2' - 0 3/4"4' - 3 3/4" 10' - 8" 7' - 2 1/4" 15' - 10 3/4" I I L L A.8 A.4 A.11 A.11 A.12 A.12 A.13 A.13 3 A304 LINENBENCHW/D A.14 A.14 1 A307 69' - 8 11/ 16" 10' - 1 1 " 13' - 8 3/4" 10' - 10 " 2' - 6 " 20 ' - 2" 4' - 9 1 / 2" 6' - 9 1/2 " 1 A306 7 A004 A600 9 A600 12 A600.1 1 A600.1 4 A600.1 5 A600.1 6 A600.1 7 8 A600.1 9 A601.1 A.9 A.9 1 A400.3 SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SL O P E 1/8" = 1'-0" SL O PE 1/8" = 1'-0" SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SL O P E 1/8" = 1'-0" SL O P E 1/ 8 " = 1 ' -0" SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SL O P E 1/ 8 " = 1'-0" SL O P E 1/8" = 1'-0"SLOPE1/8"=1'-0"SL O P E 1/ 8 " = 1'-0" SL O PE 1/8" = 1'-0" SL O PE 1/8" = 1 ' -0"SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SL O P E 1/8" = 1'-0" SL O PE 1/8" = 1'-0" SL O P E 1/8" = 1 ' -0"SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SL O P E 1/ 8 " = 1'-0" SL O P E 1/8" = 1'-0" SLOPE 1/8"=1'-0" SL O P E 1/ 8 " = 1 ' -0" SLOPE1/8"=1'-0"SL O P E 1/8" = 1 ' -0" SL O P E 1/8" = 1'-0" SLOPE 1/8"=1'-0" SL O P E 1/8" = 1'-0" 11 88.7' 95.5'7' - 2 15/16"7' - 3 9/16" 23' - 1"4' - 8"4' - 7 3/4" 2 A304 7 1/4" 20' - 0 1 / 1 6 " 5 1/2" 10" 4 1/8" 9' - 0 5/16" 5 1/2" 5' - 11 1/4" 5 1/2" 20' - 4 9/16" 7 1/4"5 1/2 " 7' - 9 3/ 4 " 5 1/2" 1' - 3 1 / 4 " 5 1 /2" 5' - 1 1/4" 7 5 /16"5 1/2"5' - 11 1/4" 5 1/2" 2 1 / 8 " 11' - 1 5/16 " 3 1 / 2 " 1' - 6 3/4" 3 1/2" 27' - 11 1 3 / 16" 5 3/8 " 1/8"10" 4 1/8" 6' - 7 5/8" 5 1/2" 6' - 11" 5 1/2" 6' - 5 3/4"11 1/4"5 1 / 2 " 2' - 5 5 /16" 5 1/2 " 41' - 2 15/ 16" 3' - 6 11/16 " 5' - 0" 11' - 3" 11' - 3" 5' - 0" 5' - 9 3/4" 3' - 6 11/16" 5' - 0 " 5' - 11" 5' - 4 " 5' - 4 " 5' - 11" 5' - 0 " 6' - 5 " 13' - 1"3' - 9 1/8" 3' - 8 7/8"10" 4 1/8" 9' - 10 5/8" 5 1/2"8"4 1/2"8' - 8 7/8" 5 1/2"7' - 0 7/8"5 1/2" 4' - 1 1/4" 3 1/2"7 1/8"14' - 7 1/8" 5 1/2" 5' - 8 1/4" 3 1/2" 3' - 10 7/8" 4' - 4 9/16" 3 1/2" 5' - 3" 5 1/2" 4' - 2 9/16"5 1/2" 1' - 4 5/8" 1 1/2" 7 1/4" 18' - 6 5/8" 5 1/2" 3' - 2" 6' - 10" 6' - 10" 2' - 3 7/8" 5 1/2"4' - 0 3/8" 3' - 3" 1' - 1 1/8"2' - 2 1 / 8 " 3' - 6" 3' - 6" 7' - 3 1 5/16 " 3' - 11 3/8" 4' - 2" 1/2" 7' - 2 15/16" 5 1/2"10" 4 1/8" 3' - 8 7/8" 5 1/2" 5' - 8 1/4" 5 1/2" 3' - 4 3/8" 4' - 5 9/16" 4' - 0 1/2"3' - 4 1/2" 7' - 10" P W54 O W49 N W25 TR5 W45 TR6 W46 TR7 W47 TR9 W49 TR10 W50 TR11 W51 I W58 O W51 N W48 N W50 O W53 N W52 H W55 H W57 R W59 I W69 H W65 H W68 Q W47 I W56 Q W46 TR8 W48 K W19 M W21 L W23 M W24 L W20 C W22 t W26 TT W34 TT W27 t W33 Q W30 z W38 X W37 C W18 I W66 z W91 K W92 GAS FIREPLACE REF: INT. DWGS. SEALED GAS FIREPACE RE: INT. DWGS. F F 036A 230A 230B 027A 028B 028A 028C UPPER VESTIBULE 230 GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 11:25:54 AMA110 UPPER LEVEL "A" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 UPPER LEVEL - LOT 14 A N 0' 2' 4' 8' 16' No. Description Date 06/19/23 A.2 A.2 A.3 A.10 A.10 K KA203 1 3 1 A.5 A.5 ESKYLIGHTSKYLIGHTBALLAST ROOF 5 A503 Sim 5 A503 Sim 4 A503 Sim 4 A503 Sim 4 A503 Sim G G A.7 A.7 H H T.O. FIN. FLOOR T.O. PLANTER T.O. R O O F 8230' 8224' 8218' A.1 A.1 2 A204 2 26' - 8 1/2"7' - 6" A.6 A.6 I I L L A.8 A.8 A.4 A.11 A.11 A.12 A.12 A.13 A.13 A.14 A.14 1 A400 A.9 A.9 1 A400.3 2 A600 42' - 5 3/4"7' - 2 1/4" 15' - 10 3/4" 23' - 1" 6' - 4 1/2"10' - 8" 17' - 0 1/2"42' - 5 3/4" 13' - 8 3/4" 10' - 1 0 " 2' - 6" 4' - 6 " 10' - 11"13' - 1"14' - 11 3/4"2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 2" / 1 ' -0" 2" / 1' -0" 2" / 1'-0" SL OP ESLOPE1/4"=1'-0"SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" F F1' - 6"2' - 0"1' - 6" 3' - 0"3' - 0"3' - 0"SLOPE 1/4"=1'-0" SL OP E 1/4 " = 1'-0" SL O P E SLOPE EH EH EHEH EHEH EH EH EH EH EH 8190' - 0"3' - 0"3' - 1"SLOPE1/4"=1'-0"SLOPE 1/4"=1'-0" SL O P E SL O P E SLOPE1/4"=1'-0"SLOPE 1/4"=1'-0" SL OP E SL OPE SL O P E 1/4" = 1'-0" SL O P E 1/4 " = 1 ' -0" 84' - 9 3/4 " 13' - 8 3/4" 10' - 1 0" 2' - 6" 4' - 6 " 15' - 8" 4' - 9 1 / 2" 4' - 6 1 / 2" 2' - 3" 10' - 0" 5' - 1" 10' - 11" GENERAL ROOF PLAN NOTES: 1. ALL DRAIN, SCUPPER & DOWNSPOUTS TO HAVE HEAT TAPE AND DRAIN TO SUB-GRADE DRAINAGE SYSTEM. 2. ALL ROOF PENETRATIONS TO HAVE UP HILL BOOTS. 3. ALL GUTTERS TO BE INTEGRATED IN ROOF FASCIA (SEE DETAIL); ALL DOWNSPOUT LOCATIONS TO BE IN- WALL UNLESS SPECIFIED OTHERWISE. ANY EXPOSED DOWNSPOUT LOCATIONS TO BE VERIFIED IN FIELD BY ARCHITECT. 4. ACTUAL ROOF DRAIN & OVERFLOW DRAIN LOCATIONS TO BE LOCATED BY ROOFING CONTRACTOR; FINAL APPROVAL BY ARCH. 5. SNOW FENCE TO BE PART OF METAL ROOF ASSEMBLY; FINAL LOCATIONS TO BE ENGIN. BY ROOFING CONSULT.; FINAL APPROVAL BY ARCHITECT. 6. MINIMIZE PENETRATIONS THROUGH STANDING SEAM METAL ROOF; REVIEW ALL LOCATIONS & DETAILING W/ ARCHITECT Project number Date Drawn by 7/13/2022 1:18:16 PMA111 ROOF PLAN "A" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 ROOF PLAN "A" N 0' 2' 4' 8' 16' No. Description Date 06/19/23 M 1 1 A205 4 N.1 BUNK ROOM 104 3 MUD ROOM 103 ENTRY 100 A206 3 PLANT ER PLANTER A601 1 M.1 2 CAR GARAGE B 101 PLANTERMETER CLO S E T FOR A AND B NO DOOR B.6 ART ARTELEVATOR MACHINE ROOM 102 ELEVATOR 8139' - 0" B.2 UP Q LINE N BUNK BATH 105 BUNK CLOSET 106 B.9 b.1 b.1 b.3 b.3 B.7 B.5 B.10 CRAWLSPACE ACCESS CRAWLSPACE TO BE LESS THAN 5'-0" TALL T.O. FIN FLOOR B.3 P O N S 13' - 11 1 /2" 13' - 9 1/4" 10' - 2 3/4" 2' - 0 1/ 2 " 15' - 2 1/2" 1' - 3" 4' - 1 1/ 2 " CRAWLSPACE TO BE LESS THAN 5'-0" TALL TV. b.2 b.2 15' - 8 5/16"17' - 8" 12' - 10" 8' - 5" 24' - 1 3/4"25' - 0" B.8 T B.4 B.1 A600 1 A601 7 A601 8 A601 11 102A 101C 104A 105A 105B 106A103B 105C ELE C . ELEC. 1' - 9" A401 1 101B b W101 a W100 c W102 d W103 l W113 j W110 8" 1" 3 1/2" 23' - 0 1/2"8" 1" 3 1/2" 22' - 7 3/4" 5 1/2"SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0"SLOPE1/8"=1'-0"SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" 8139' - 0" 8139' - 0" 8139' - 0" 8139' - 0" 8139' - 0" 8139' - 0" 8139' - 0"8"2 1/2" 6' - 1 5/16" 3 1/2" 9' - 4 1/4" 3 1/2" 1' - 9 1/8" 5 1/2"18.14° 1' - 1 3/8" 8' - 1 3/4" 7 7/8 " 3' - 5 5/16" 10' - 1 3/4"3 1/2"11 1/8"5 1/2" 15' - 2 3/4" 4 1/2" R10"5/8" 3 1 / 2 " 4' - 1 7/ 16 " 1/2" 6' - 3" 3 1/2" 3' - 1 1/4" 3 1 / 2 " 13' - 8" 3 1 / 2 " 8' - 1 3 / 4 " 5 1 / 2 " 10 " 10" 4 1/8" 7' - 7 11/16" 3 1/2" 5' - 10 1/4" 5 1/2" 6' - 1 9/16" 4 1/8"10"10 " 7' - 11 3/8" 10" 21' - 0 13/16" 10"10"5/8"3 1/2" 7' - 7 11/16" 3 1/2" 1' - 5 1/2" 3 1/2" 4' - 1 1/4" 5 1/2" 6' - 1 9/16" 4 1/8" 10" 12' - 7 1/8" 10"5 1/2 " 7' - 10 5/8" 3 1 / 2 " 6' - 7 3/8" 3 1/2 " 8' - 4 15/16" 3 1/2 "5 1/2" 5' - 11 1/4" 5 1/2" 7' - 11 7/16" 8" 1' - 2 1/16"10" 6 1/2 " 7' - 8 1 / 4 " 5 1/2 " 7' - 7 1 / 4 " 5 1 / 2 " 6" 3' - 0" 6" 8' - 5 1/ 8 " 10"9' - 4 1/4"3 1/2" 6' - 1 5/16" 2 1/2" 8"3' - 0 3/16" 10" 13' - 10" 10" 8' - 2 5/16" 5 1/2"5' - 0 1/2"3' - 8 9/16" 4' - 5 3/4" 12' - 8 7/16"12' - 3 5/8" 4' - 3" 4' - 2 1/4" 7' - 8 " 4' - 5 3/ 4" 48' - 2 1/4"2' - 0"8' - 5"46' - 7 1/2" 100A 101A GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 11:25:59 AMA112 GARAGE LEVEL "B" DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 GARAGE LEVEL - LOT 14 B N 0' 2' 4' 8' 16' No. Description Date 06/19/23 A205 M REC ROOM 200 1 1 1 A301 A205 4 5 2 A308 DNN.1 G. BED 1 204 UP 3 A206 3 A601 1 1 A300 LAUNDRY 202 POWDER 203 G. BATH 1 206 TV. 1 A304 8149' - 0" M.1 B.6 W/D W/D B U I LT -IN MECH. ROOM 201 B.2 Q Q B.9 b.1 b.1 b.3 b.3 B.7 B.5 T.O. FIN. FLOOR B.10 ELEVATOR B.3 P P O N N S 13' - 11 1 / 2" 10' - 6 1/2" 3' - 2 3/4 " 10' - 2 3/4" 2' - 0 1/ 2 " 12' - 1 3 /4" 3' - 0 3 / 4 " 1' - 3 " 8' - 5" 12' - 10" 17' - 8" 15' - 8 1/4"1 A308 2 A101.1 W E T B A R b.2 b.2 B.8 25' - 0"24' - 1 3/4"18.14° 1 A306 T B.4 B.1 A600 1 2 A601 A601 7 A601 8 A601 12 A601 14 A601 15 A601.1 205A 201A 204A 202A 203A203B 206B 206A G. CLOSET 1 205A/V 207 A R T W A L L 1 A401.1 2 A401.1 A401 2 2 A304 R R 5 1/2 " 14' - 0 1/8" 3 1/2 " 1" 8"10" 1"5 1/2" 20' - 9 3/8" 3 1/2" 13' - 3 3/8" 5 1/2"10 " 1 1/2 " 3' - 5 7/16" 3 1/2" 8' - 6 7/8 " 3 1/2" 5' - 7 3/4" 3 1 / 2 " 6' - 0 1 / 4 " 5 1 / 2" 11' - 8 1 / 4 " 5 1/2" 7' - 11 3/4" 5 1/2 " 10"4 1/8"5' - 11 1/4" 3 1/2" 4' - 5 3/4" 5 1/2" 9' - 2 13/16" 4 1/8" 10" 5 1/2 " 26' - 7 5/16 " 3 1/2" 2' - 1 1/4 " 3 1/ 2 " 3' - 4 7/ 8 " 3 1 / 2 " 4' - 1 1 5/16 " 3 1/2" 7' - 8 9/16" 1 1/2" 10 "5 1/2"4' - 2 11/16" 5 1/2"5' - 11 1/4" 5 9/16" 1' - 0" 10"10" 6 1/2 " 7' - 8 1/4" 5 1/ 2" 8' - 1 1/ 4 " 5 1/2 " 5 1/2" 6' - 2 15/16" 3 1/2" 4' - 6" 3 1/2" 1' - 0 5/16" 5 1/2" 16' - 9" 5 1/2"5 1/2" 3' - 7 1/4" 8 3/8" 3 1/2"10" 1 1/ 2 " 7' - 7 1 5/16" 4 1/8" 10' - 3" 3 1/2" 5' - 8 11/16" 3 1/2 " 7' - 7 1/ 8 " 9" 4' - 1 5/8" 3' - 11 5/8" 5 1/2 " 3' - 8 3/16" 5 1/2 " 7' - 8 9/16"3 1/2"5' - 7 7/16" 3 1/2" 5' - 1 3/4" 3 1/2" 5' - 4" 3 1/2" 4' - 0 1/8" 5' - 9 5/8 " 56' - 7 1/4"60' - 7" 4' - 1 1/2 " ME TER CLOS E T FO R A AND B NO DO OR ELEC. EL EC. MECH. ROOM 201 200A 207A 206C m W118 m W120 m W122o W114 p W116 j W110 i W111 m W43 n W44 1 A201 GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 11:26:05 AMA113 REC. LEVEL "B" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0" 1 REC LEVEL - LOT 14 B N 0' 2' 4'8' 16' No. Description Date 06/19/23 A205 M G. BED 3 300 1 1 A301 A205 4 5 2 A308 DN N.1 G. BED 2 305 UP MECH. CRAWLSPACE A206 3 1 A304 OFFICE 306 TV M.1 W WEXTERIOR LIGHT FIXTURE EXTERIOR LIGHT FIXTURE ELEVATOR B.6 B.2 Q B.9 b.1 b.3 B.7 B.5 8160' - 0" T.O. FIN. FLOOR B.10 2 A303 CRAWLSPACE ACCESS PITS IN CRAWLSPACE FOR MECH. EQUIP ONLY CRAWLSPACE TO BE LESS THAN 5'-0" TALL 8160' - 0" T.O. FIN. FLOOR B.3 P O N S 8' - 5" 12' - 10" 17' - 8" 15' - 8 5/16" 2' - 0"13' - 11 1 /2" 13' - 9 1 / 4 " 10' - 2 3 / 4 " 2' - 0 1/2" 15' - 2 1/ 2 " 1' - 3" 1 A308 2 A101.1 3' - 11 1/2"TV b.2 B.8 25' - 0"24' - 1 3/4"1 A306 T B.4 B.1 A601.1 10 A601.1 9 A601.1 2 A601.1 G. BATH 3 303 G. CLOSET 3 301 G. CLOSET 2 302 G. BATH 2 304 OFFICE BATH 307 300A 302A 301A 303A 303B 303C 304A 304B 305A 306A 307C 307A 307B 1 A401.1 2 A401.1 1 A401.4 2 A401.4 5' - 7 " A401.3 1 R 60' - 7" 4' - 1 1/2" 56' - 7 5/16"10" 1 1/2" 10' - 7 3/16" 3 1/2" 21' - 9 15/16" 5 1/2"5 1/2 " 3' - 8" 5 1/2 " 16' - 3 1/4" 5 1/2 " 14' - 3 1 5 /16" 3 1/2 " 4' - 0 1/4 " 5 1/2 " 5' - 2 1/2 " 1 1/2" 10"10"4 1/8" 3' - 2 15/16" 1/2" 7' - 0 3/4" 5 1/2" 10' - 3 3/8" 5 1/2"10 " 1 1/2" 9' - 8 1/4 " 3 1 / 2 " 3' - 6 7 /16" 3 1/2 " 5' - 1 1/4 " 3 1/2 " 5' - 1 1 / 4 " 3 1/2" 12' - 1 7/16 " 3 1/2 " 8' - 1 3/ 4 " 5 1/2 "5 1/2" 3' - 3 13/16" 1/2" 7' - 0 5/8" 3 1/2" 5' - 1 1/8" 3 1/2" 12' - 1 1/4"10" 4 1/8" 6' - 4 1/4" 5 1/2" 14' - 3 1/4"5 1/2"5 1/2" 16' - 7 5/8" 5 1/2" 15' - 0 1/16" 5 1/2"5 1/2" 12' - 10" 16' - 9" 5 1/2"5 1/2" 0"5' - 11 1/4" 5 1/2" 8' - 4 13/16" 5 1/2"6' - 5 13/16" 5 1/2" 10 " 38' - 5 3/8" 5 1/2" 7' - 8 1/ 4 " 5 1/2 " 8' - 1 7/16" 5 1/2" 3 1/2" 3' - 4 5/16" 1/2" 4' - 0" 1/2" 2' - 11 5/8" 5 1/2" 4' - 0 3/4" 1 1/2" 10" 19' - 10 5/8" 5 1/2" 5 1/2"4' - 3 9/16" 2' - 7" 3' - 4" 3' - 4 " 2' - 10 3/4" 4' - 3" 4' - 2 1/4 " 6' - 8 11/16" 6' - 8 1 3/16 " 9' - 1 5/16" 2' - 3 13/16"4' - 8 7/8" 2' - 9" 3' - 0 5/ 8 " 4' - 8 1/2 " 4' - 8 3/ 16" 4' - 1 3/16" 6' - 3 1/16" 2' - 5 11/16"11' - 4 15/16" 6' - 3 1/16"h W106 u W131 t W134 m W133 t W132 m W135 C W108 f W104 p W137 q W136 m W126 o W128 m W130 n W125 t W127 n W129 q W115 k W112 300B GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 11:26:10 AMA114 MAIN LEVEL "B" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0" 1 MAIN LEVEL - LOT 14 B N 0' 2' 4' 8' 16' No. Description Date 06/19/23 DN A205 M 1 A301 A205 4 5 MASTER BATH 406 2 A308 N.1 DN W E T B A R A206 3 1 A300 HOT TUB 4 A411 1 A304M.1 BALLAST ROOF MASTER BEDROOM 405 TV M. CLOSET 2 407 M. CLOSET 1 408 A R T PA N TR Y B.6 B.6 B.2 B.2 Q Q B.9 B.9 b.1 b.1 B.7 B.7 B.5 B.5 B.10 B.10 2 A303 KITCHEN 402 DINING 403 LIVING ROOM 404 8171' - 0" T.O. FIN. FLOOR 8171' - 0" T.O. FIN. FLOOR 8171' - 0" T.O. FIN. FLOOR FROM SETBACK 5'-0" HIGH AT CORNER ONLY -THEN LESS THAN 5'-0"2' - 0"B.3 B.3 1' - 3" 8171' - 0" 8175' - 0" P P O O N N S S 40' - 0" 2' - 0 1 / 2" 10' - 2 3/4" 13' - 9 1/4" 13' - 11 1/2"2' - 0"11' - 5 1/4" 1' - 9" 2' - 6 1/4" 17' - 8" 12' - 10" 8' - 5" 1 A308 2' - 0 3/16" b.2 b.2 B.8 B.8 25' - 0"24' - 1 3/4"1 A306 T B.4 B.4 B.1 B.1 A601.1 1 A601.1 4 A601.1 5 A601.1 6 LIVING ROOM VESTIBULE 401 407A 405A 406C 406A 406B 408A ELEVATOR 3' - 6"20' - 11 1 /2" 1 A401.4 2 A401.4 SL O PE1/8" = 1 ' -0" SL O P E 1/8"=1' -0"SLOPE1/8"=1'-0"SLOPE1/8"=1'-0"SL O P E1/8" = 1'-0" SL O P E 1/8"=1' -0"SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SLOPE1/8"=1'-0"SLOPE1/8"=1'-0"SL O P E 1/8 " = 1 ' -0" SL O P E 1/8"=1' -0"4' - 3" 5' - 6 3/4"5' - 6 1/2" 4' - 3" 5' - 5 1/4"2 R R y W160 y W161 y W162 qq W154 v W139 g W107 C W109 e W105 I W142 I W144 c W147 X W143 X W141 z W152 M W151 y W158 y W159 ee W138 5 1/2 " 1' - 10 5/16" 3 1/2 " 12' - 8 1 1 /16" 7 1/4" 11' - 1 1/16" 5 1/2" 5 1/2" 12' - 6 3/8" 3 1/2" 7' - 11 7/16" 3 1/2" 5' - 4 3/8" 1/2" 5' - 7 1/2" 5 1/2"2 1/8" 7 1/4 " 7' - 8 3/8 " 5 1/2 " 8' - 1 7/16" 5 1/2 " 5 1/2" 6' - 5 13/16" 5 1/2" 5' - 11 1/4" 5 1/2" 8' - 7 11/16" 3 1/2" 3' - 8 1/2" 3 1/2" 14' - 3 3/4" 7 1/4"5 1/2" 6' - 4 1 /16" 3 1/2 " 16' - 11 5 / 16 " 3 1 / 2 " 5' - 1 15/16" 5 1/ 2 " 7 1/4"4' - 10 1/4" 3 1/2" 4' - 2 1/2" 3 1/2" 4' - 7 15/16" 3 1/2" 8' - 11 9/16" 3 1/2" 19' - 10 3/4" 5 1/2" 5 1/2 " 2' - 2 5/8 " 5 1/2 " 24' - 10 7/8" 1 1 / 2 " 10 9/ 1 6 " 1 1/2 " 9' - 9 5 /16" 5' - 9 9 /16" 13' - 3" 8' - 8 3/16" 15' - 8 1/8" 2' - 8" 2' - 10 7/8"4' - 8 3/16" 4' - 8 1 / 2 "4' - 1 3/16" 6' - 3 1/16" 2' - 5 11/16"3' - 6 5/8" 3' - 5 3/8" 4' - 4"2' - 4 15/16" 3' - 2" 3' - 2" 2' - 9 5/ 8 " 8' - 2 7/16" 7' - 8 3/ 4 "3' - 0 7/8"20' - 7 5/8" 5 1/2 " 4' - 2 5/16" 1/2" 3' - 8 1 / 8 " 1/2" 3' - 1 9/16" 7 1/4 "5' - 4 3/8" 1/2"56' - 7 5/16"2' - 6 3/16" 1' - 9"4' - 3 3/4 " 12' - 1 3/4" 2' - 0 1/ 2 " 10' - 2 3/4" 3' - 2 3/ 4 " 10' - 6 1/2" 13' - 11 1/2 " 56' - 5 1 / 2 " 9' - 0 7/ 8 " 6" SEALED GAS FIREPLACE REF: INT. DWGS. GAS FIREPLACE REF: INT. DWGS. 401A 402A 6' - 7 3/4" EH EHEHEH EH EH EH GENERAL PLAN NOTES: 1. ALL DIMENSIONS ARE TO FACE OF STUD U.O.N. 2. FURNITURE IS NIC. U.O.N. 3. GWB PARTITIONS B/W COND. OCCUPIED SPACES & GARAGE SHALL HAVE VAPOR BARRIER ON WARM SIDE; EXCEPTION: WALLS W/ SPF INSUL. 4. ALL PENETRATIONS THRU STRUCTURAL ELEMENTS SHALL BE CORDINATED W/ STRUCTURAL ENGINEER 5. CORDINATE LOCATION OF KNOX BOX W/ FIRE DEPT. & ARCH. INTERIOR PLAN REFERENCE NOTES: 1. REF. INTERIORS DRAWING SET FOR ALL FINISH FLOOR MATERIALS AND SCHEDULES 2. REF. INTERIORS DRAWING SET FOR ALL FINISH FURNITURE PLAN LAYOUTS 3. REF. INTERIORS DRAWING SET FOR FINALIZED KITCHEN, CABINET, AND PLUMBING LAYOUTS 4. REF. INTERIOR DRAWINGS SET FOR ALL INTERIOR WALL FINISH TYPES Project number Date Drawn by 7/13/2022 1:24:08 PMA115 UPPER LEVEL "B" - DIMENSION PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author1/4" = 1'-0"1 UPPER LEVEL - LOT 14 B N 0' 2' 4' 8' 16' No. Description Date 06/19/23 GFI 220v TV 33 3 DESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. 12. EV-READY SPACE PROVIDE SPACE WITH A DEDICATED BRANCH CIRCUIT THAT IS NOT LESS THAN 40-AMP AND 208/240 VOLT ASSIGNED FOR EV SUPPLY EQUIP. TERMINATING IN A RECEPTECLE OR JUNCTION BOX LOCATED IN CLOSE PROXIMITY TO THE PROPOSED LOCATED OF THE EV PARKING SPACE. M A.2 A.3 A.10 K K 33 A.5 B.6 G A.7 H A.1 A.6 I L A.8 A.4 A.11 A.9 W W W EHEH EH EHEH EH EH EH EH 49' - 4" 2' - 6" 4' - 6" 15' - 8" 9' - 4" 2' - 3" 10' - 0" 5' - 1 " F 59' - 10 3/4"J$EQ.EQ. 3' - 1 0 1/2" 5' - 4 1/4 " 3' - 10 1/2" EQ. EQ.EV CHARGINGSTATIONEV READY SPACE Project number Date Drawn by 8/17/2022 12:47:49 PMA120 GARAGE LEVEL - LOT 14 A POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/4" = 1'-0"1 GARAGE LEVEL - LOT 14 A POWER PLAN No. Description Date 2 Revision 2 08.18.2022 2 06/19/23 GFI 220v TVGFIGFI G FIGFI22 0 v DESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. M 1 A302 A.2 1 A301 A.3 A.10 K K 2 A400.3 1 A300 1 A003 3 A.5 4 A411 1 A305 G A.7 H A.1 2 A.6 I L A.8 A.4 A.11 1 A307 1 A306 EF EF 7 A004 3 A400.1 A.9 1 A400.3 2 A304 W W W 44' - 3" 2' - 6" 4' - 6" 15' - 8" 9' - 4 " 2' - 3" 10' - 0" 29' - 8"2' - 0 3/4" 4' - 3 3/4" 10' - 8" 7' - 2 1/4" F EH EH EH EH EH UN DE R CAB. LIGHT. Project number Date Drawn by 7/13/2022 3:44:51 PMA121 REC LEVEL - LOT 14 A POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 REC LEVEL - LOT 14 A POWER PLAN No. Description Date 06/19/23 GFI 220v TVGFIG F I GFI G FIGFI GFIGFIGFI G F I DESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. M 1 A302 1 A303 1 A301 A.3 A.10 K K 2 A400.3 1 A300 1 A003 3 A.5 4 A411 1 A305 G A.7 A.7 H B.7 2 A303 2 A.6 A.6 I L A.8 A.8 A.4 A.11 A.12 A.13 A.14 1 A307 1 A306 E F EF EF E F E F EF E F EF 7 A004 A.9 A.9 1 A400.3 2 A304 F W 56' - 6 3/4" 13' - 8 3/4 " 10' - 1 0" 2' - 6" 4' - 6" 15' - 8" 4' - 9 1 / 2 " 4' - 6 1/2" 59' - 10 3/4"W W WProject number Date Drawn by 7/13/2022 3:45:20 PMA122 MAIN LEVEL - LOT A POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 MAIN LEVEL - LOT 14 A POWER PLAN No. Description Date 06/19/23 GFI 220v TV GFI GFI GFIGFIGFI DESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. 1 A303 A.2 A.3 A.3 A.10 K K 2 A400.3 1 A300 1 A003 3 1 A.5 A.5 E 2 A306 1 A305 G G A.7 A.7 H H A.1 2 A.6 A.6 L A.8 A.8 A.4 A.4 A.11 A.12 3 A304 A.14 1 A307 1 A306 EF EF 7 A004 A.9 A.9 1 A400.3 F FWWWWW62' - 11 1/4" 42' - 5 3/4 " 20' - 5 1/2" 40' - 1 1/2"14' - 11 3/4"23' - 1" 7' - 6" 26' - 8 1/2"13' - 1" 13' - 7 1/2"Project number Date Drawn by 7/13/2022 3:45:49 PMA123 UPPER LEVEL LOT A - POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 UPPER LEVEL - LOT 14A POWER PLAN No. Description Date 06/19/23 GFI 220v TVGFI GFI3DESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. 12. EV-READY SPACE PROVIDE SPACE WITH A DEDICATED BRANCH CIRCUIT THAT IS NOT LESS THAN 40-AMP AND 208/240 VOLT ASSIGNED FOR EV SUPPLY EQUIP. TERMINATING IN A RECEPTECLE OR JUNCTION BOX LOCATED IN CLOSE PROXIMITY TO THE PROPOSED LOCATED OF THE EV PARKING SPACE. 1 A301 2 A308 N.1 1 A300 1 A003 1 A304M.1 Q Q B.9 b.1 b.3 B.7 B.5 P P O N S S 1 A308 b.2 B.8 T T B.4 B.1 7 A004 E F EF 2 A601 1 A401.1 2 A401.1 R R WWW46' - 7 1/2" 10' - 6 1/2" 3' - 2 3 / 4 " 12' - 3 1/4 " 12' - 1 3/4" 8' - 5 1 / 4 " 48' - 2 1/4"12' - 10" 17' - 8" 2' - 6 1/4" 1' - 9" 11' - 5 1/4" 2' - 0"25' - 0"24' - 1 3/4"EHEHEH EH EH EH 1 A015EV CHARGINGSTATIONEV READY SPACE Project number Date Drawn by 8/17/2022 12:48:10 PMA124 GARAGE LEVEL - LOT B POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/4" = 1'-0"1 GARAGE LEVEL - LOT 14 B POWER PLAN No. Description Date 2 Revision 2 08.18.2022 2 06/19/23 GFI 220v TV 220v G F I GFIGFIG FI TVDESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. M 1 A301 2 A308 N.1 1 A300 1 A003A.5 1 A304 M.1 B.6 B.6 Q B.9 b.3 B.7 B.5 P O O N N S S b.2 B.8 T T B.4 B.1 7 A004 EF E F E F 2 A601 1 A401.1 2 A401.1 R 46' - 7 1/2" 10' - 6 1/2" 3' - 2 3/4" 10' - 2 3/4" 2' - 0 1 / 2 " 12' - 1 3/4" 8' - 5 1 / 4 " 48' - 2 1/4"12' - 10" 17' - 8" 2' - 6 1/4" 1' - 9" 11' - 5 1/4" 2' - 0"W4' - 5"3' - 9 1/2" 4' - 5" Project number Date Drawn by 7/13/2022 3:36:43 PMA125 REC LEVEL - LOT B POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS 1/4" = 1'-0"1 REC LEVEL - LOT 14 B POWER PLAN No. Description Date 06/19/23 GFI 220v TV GFIGFIG FI DESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. M 1 A301 2 A308 N.1 1 A300 1 A003 1 A304 B.6 B.2 Q Q B.9 b.3 B.7 B.5 B.10 2 A303 P P O O N S B.8 1 A306 T B.4 B.1 7 A004 EFEF EFEF1 A401.1 2 A401.1 1 A401.4 2 A401.4 R R 60' - 7"35' - 4 1/4"13' - 11 1/2" 10' - 6 1 /2" 3' - 2 3 / 4" 10' - 2 3/4" 2' - 0 1 / 2" 12' - 1 3/4" 4' - 3 3 / 4 " 4' - 1 1 / 2 " J EQ.EQ.EQ. 3' - 10" 3' - 10" 3' - 1 0" 3' - 10" 3' - 1 0 1/2" EQ . EQ . 3' - 10"3' - 10" WProject number Date Drawn by 7/13/2022 3:37:07 PMA126 MAIN LEVEL - LOT B POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 MAIN LEVEL - LOT 14 B POWER PLAN No. Description Date 06/19/23 GFI 220v TV3GFIGFI G F I 33 3 3 DESCRIPTION DUPLEX FLOOR OUTLET DUPLEX WALL OUTLET -MOUNT HORIZONTAL @ 9" AFF -W/ USB AS NOTED DUPLEX WALL OUTLET, GFCI -MOUNT @ 42" AFF DUPLEX WALL OUTLET, 220 / 240 VAULT -VFY. W/ APPLIANCE SPECS COMMUNICATIONS OUTLET, CATV UNDER CABINET PLUG MOLD, GFCI AS REQD. INTERIOR POWER LEGEND SYMBOL A A2 A3 A4 A5 B B2 B3 C F G H I J K L M RECESSED FIXTURE RECESSED FIXTURE, ADJUSTABLE RECESSED FIXTURE, LENSED RECESSED FIXTURE, LINEAR LED SURFACE MOUNT LINEAR FIXTURE SURFACE MOUNT FIXTURE, CEILING SURFACE MOUNT FIXTURE, WALL SCONCE SURFACE MOUNT FIXTURE, SWING ARM UTILITY LIGHT, LED CEILING FAN EXHAUST FAN STEPLIGHT, SIDE MOUNTED LED STRIP LIGHT, LED (COVE & TOE KICK) UNDER CABINET LIGHTING, LED PENDANT FIXTURE J BOX SMOKE & CARBON MONOXIDE DETECTOR SWITCH/ KEYPAD JAMB SWITCH INTERIOR LIGHTING FIXTURE LEGEND EF J S $ J$ SYMBOL TYPE DESCRIPTION GENERAL ELECTRICAL NOTES: 1. CARBON MONOXIDE & SMOKE DETECTORS TO BE INSTALLED PER THE STATE OF COLORADO REGULATIONS. 2. TYPICAL COLOR OF OUTLETS, SWITCHES, & COVER PLATES-VFY. W/ INTERIOR DESIGNER. 3. POWER & LIGHTING DISTRIBUTION TO FOLLOW REQUIREMENTS PER IRC 2018. 4. ELECTRICAL WALK THRU IS REQUIRED W/ ARCHITECT AT ROUGH IN. 5. VFY. ALL FLOOR OUTLET LOCATIONS W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 6. VFY. HEIGHTS OF RECEPTACLES FOR TV'S W/ INTERIOR DESIGNER & FINAL FURNITURE LAYOUTS. 7. VFY. MANUF. POWER REQUIREMENTS FOR ALL APPLIANCES. 8. INSTALLATION MUST MEET CURRENT NEC MIN. LIGHTING REQUIREMENTS. 9. CORDINATE ALL MECHANICAL & SPRINKLERS (IF REQD.) W/ RCP LIGHTING LAYOUTS; VFY. ANY CHANGES W/ ARCHITECT. 10. PROVIDE POWER TO MECHANICAL ROOMS & CRAWL SPACES AS REQUIRED PER EQUIPMENT SPECS 11. DIMENSIONS ARE TO CENTER OF FIXTURE U.O.N.; OUTLETS ARE CENTERED ON WALL U.O.N. M M M.1 B.6 Q Q B.7 B.5 B.10 B.3 P P O O N S S B.8 T T B.4 2" / 1'- 0 "EFEFR R 43' - 2 1/4"55' - 2 1/2"WWWW 43' - 2 1/4"21' - 3" 17' - 8" 2' - 6 1/4" 1' - 9"EH EHEHEH EH EH EH Project number Date Drawn by 7/13/2022 3:37:41 PMA127 UPPER LEVEL - LOT B POWER PLAN 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 UPPER LEVEL - LOT 14 B POWER PLAN No. Description Date 06/19/23 M 1 A302 1 A301 A.3 A.3 A.10 A.10 K K 1 A300 1 A003 3 A.5 A.5 1 A305 G A.7 A.7 H 2 A.6 A.6 I L A.8 A.8 A.4 A.4 A.11 A.11 1 A307 11' - 9 1/4" 11' - 9 1/4" 11' - 9 1/4" 11' - 9 1/4" 11' - 9 1/4" 1 A306 7 A004 1 A400 3 A400.1 A.9 A.9 2 A600 3 A101.1 2 A304 49' - 4" 1 S9.0 F 1 A201 11' - 9 1/4" Project number Date Drawn by 7/13/2022 3:31:36 PMA130 GARAGE LEVEL - LOT 14 A RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS 1/4" = 1'-0"1 GARAGE LEVEL - LOT 14 A RCP RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE No. Description Date 06/19/23 M 1 A302 A.2 A.2 1 A301 K K 2 A400.3 1 A300 1 A003 A.5 4 A411 1 A305 G A.7 H A.1 A.1 A.6 I L A.8 A.4 A.11 1 A307 14' - 4" 14' - 4" 14' - 4" 14' - 4" 14' - 4" 14' - 4" 14' - 4" 14' - 4" 1 A306 7 A004 3 A400.1 A.9 1 A400.3 3 A101.1 2 A304FIN. CEILING AT TOP OFWI NDOW HEADFIN. CEILING AT TOP OFWI NDOW HEADFIN. CEILING AT TOP OFWIND OW HEAD44' - 3" 7' - 0" 15' - 8" 4' - 9 1 / 2 " 4' - 6 1/ 2 " 2' - 3" 10' - 0" 14' - 4" FLAT 14' - 4" FLAT 14' - 4" 14' - 4" 13' - 0" F 14' - 4" 14' - 4" 14' - 4" Project number Date Drawn by 7/13/2022 3:31:40 PMA131 REC LEVEL - LOT 14 A RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 REC LEVEL - LOT 14 A RCP RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE FIN. CEILING TOTOP OF WINDOW HEAD No. Description Date 06/19/23 M M 1 A302 1 A303 1 A301 K 2 A400.3 1 A300 1 A003 A.5 4 A411 1 A305 G A.7 H A.6 I L A.8 A.11 A.12 A.13 3 A304 A.14 1 A307 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5"12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 12' - 5" 1 A306 7 A004 A.9 1 A400.3 2 A304 69' - 8 3/4" 10' - 11" 13' - 8 3/4" 10' - 10 " 7' - 0" 15' - 8" 4' - 9 1/2 " 4' - 6 1/2" 2' - 3" FIN. CEILING AT TOPOF WINDOW HEAD10' - 0" 10' - 0" 10' - 0"FIN. CEILING AT TOPOF WINDOW HEADF Project number Date Drawn by 7/13/2022 3:32:02 PMA132 MAIN LEVEL - LOT A RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0"1 MAIN LEVEL - LOT 14 A RCP FIN. CEILING TOTOP OF WINDOW HEAD No. Description Date 06/19/23 1 A303 A.2 A.10 K 2 A400.3 1 A300 1 A003 3 1 A.5 E 2 A306 1 A305 G A.7 H A.1 2 A.6 I L A.8 A.11 A.12 A.13 3 A304 A.14 1 A307 2" / 1'-0" 2" / 1'-0" 2" / 1 ' -0" 2" / 1'-0" 2" / 1 ' - 0 " 2" / 1 ' - 0 " 2" / 1'-0" 2" / 1'-0" 2" / 1'-0" 18' - 8" 11' - 11 1/2" 11' - 11 7/16" 18' - 7 15/16"1' - 0" 5' - 8" 1' - 0" 5' - 8" 1' - 0" 5' - 8" 0' - 10"2" / 1'-0" 2" / 1'-0" 1 A306 10' - 8 3/8" 10' - 8 3/8" 10' - 8 3/8" 10' - 8 3/8" 17' - 2" 14' - 3" 14' - 3" 16' - 7 1/16" 16' - 7" 16' - 4" 9' - 0" 9' - 0" 7 A004 A.9 1 A400.3 10' - 3" 2" / 1'-0"26' - 8 1/2"13' - 1" 13' - 7 1/2"7' - 6" 69' - 8 3/4"40' - 1 1/2"2' - 0 3/4"4' - 3 3/4" 10' - 8" 7' - 2 1/4" 15' - 10 3/4" F Project number Date Drawn by 7/13/2022 3:32:30 PMA133 UPPER LEVEL - LOT A RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0"1 UPPER LEVEL - LOT 14A RCP No. Description Date 06/19/23 M 1 A301 2 A308 N.1 1 A300 1 A003A.5 1 A304M.1 B.6 B.6 B.2 Q B.9 b.1 b.3 B.7 B.5 B.3 P O N S 1 A308 10' - 8" 10' - 8" b.2 B.8 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" 8' - 6" T B.4 B.1 7 A004 2 A601 1 A401.1 2 A401.1 R 46' - 7 1/2"48' - 2 1/4"11' - 4"24' - 2"25' - 0" Project number Date Drawn by 7/13/2022 3:19:18 PMA134 GARAGE LEVEL - LOT 14 B RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0"1 GARAGE LEVEL - LOT 14 B RCP No. Description Date 06/19/23 M 1 A301 2 A308 N.1 1 A300 1 A003A.5 1 A304M.1 B.6 B.2 Q B.9 b.3 B.7 B.5 B.10 B.3 P O N N S 1 A308 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2"9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" b.2 B.8 T B.4 B.1 7 A004 2 A601 1 A401.1 2 A401.1 R 46' - 7 1/2"48' - 2 1/4"Project number Date Drawn by 7/13/2022 3:19:22 PMA135 REC LEVEL - LOT 14 B RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0"1 REC LEVEL - LOT 14 B RCP No. Description Date 06/19/23 LOT 1 4 M 1 A301 2 A308 N.1 1 A300 1 A003 4 A411 1 A304M.1 B.6 B.6 B.2 B.2 Q B.9 B.9 B.7 B.7 B.5 B.10 2 A303 B.3 B.3 P P O O N N S S A.12 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 0 1/2" 9' - 1" 9' - 1" 9' - 1" 9' - 1" B.8 B.8 1 A306 T T B.4 B.4 B.1 B.1 7 A004 A.9 1 A401.1 2 A401.1 1 A401.4 2 A401.4 R R Project number Date Drawn by 7/13/2022 3:19:43 PMA136 MAIN LEVEL - LOT B RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0"1 MAIN LEVEL - LOT 14 B RCP No. Description Date 06/19/23 M 1 A301 2 A308 1 A300 1 A003 4 A411 1 A304 M.1 B.6 B.2 Q B.9 B.7 B.5 B.10 2 A303 B.3 P O N S B.8 1 A306 8' - 1" 8' - 1" 8' - 1" 8' - 1" 8' - 1" 8' - 1" 8' - 1" 2" / 1'-0" T B.4 B.1 7 A004 2" / 1'-0" 2" / 1'-0" 16' - 3 1/2" 16' - 3 1/2" 10' - 0 1/2" 10' - 0 1/2" 2" / 1'-0" 2" / 1 ' -0" 2" / 1 ' -0" 2" / 1'-0" 13' - 3" 9' - 5" 9' - 5" 11' - 9 1/2" 1 A401.4 2 A401.4 R 55' - 2 1/2"56' - 7 1/4"FI N. C E I LI N G AT T O P O F W I N D O W H EA D FIN. CEILING AT TOPOF WINDOW HEAD8' - 1" Project number Date Drawn by 7/13/2022 3:20:15 PMA137 UPPER LEVEL - LOT B RCP 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author RCP NOTES 1. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING HEIGHTS, LIGHT FIXTURES, AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS FOR ADDITIONAL ELECTRICAL, HVAC, SPRINKLER AND LIFE SAFETY. IN THE EVENT OF DISCREPANCIES BETWEEN THE DESIGNER'S REFLECTED CEILING PLAN AND THE ENGINEERS' PLANS, IMMEDIATELY NOTIFY THE DESIGNER IN WRITING BEFORE ORDERING MATERIALS OR PROCEEDING WITH WORK. 2. COORDINATE ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON THE DESIGNERS' DRAWINGS. 3. ANY ACCESS HATCHES NOT SHOWN ON THE CEILING PLAN BUT REQUIRED BY PLUMBING, MECHANICAL, OR ELECTRICAL SYSTEMS SHALL BE REVIEWED WITH ARCHITECT FOR LOCATION. 4. CONTRACTOR TO COORDINATE LOCATION OF FIRE SPRINKLER HEADS. 5. NEW CONSTRUCTION: ALL LIGHT FIXTURES, EXIT SIGNS, SPRINKLER HEADS & OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE, U.O.N. 6. CENTER ALL NEW ACOUSTICAL CEILING GRID WITHIN THE ROOM UNLESS OTHERWISE NOTED. 7. DIMENSIONS OF SPECIALTY LIGHT FIXTURES ARE TO CENTER OF FIXTURE, UON 8. PROVIDE RATED FIXTURES AT ALL CONDITIONS WHERE FIXTURE PENETRATES RATED FLOOR ASSEMBLY 9. REFER TO ELECTRICAL DRAWINGS FOR SWITCHING AND OR POWER/ZONE 1/4" = 1'-0" 1 UPPER LEVEL - LOT 14 B RCP FIN. CEILING TOTOP OF WINDOW HEAD No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" M UPPER LEVEL - LOT 14 8190' - 0" K GARAGELEVEL - LOT 14 A 8145' - 0" E REC LEVEL - LOT 14A 8160' - 0" Q G H 8141' - 0 5/8" 816 FOREST "B"816 FOREST "A"32' - 0"P O NS 78' - 2 1/2" I LT 1 A400.3 2 A401.1 2 A401.4 2 A600 R 56' - 7 1/4" 1 S9.0 F 1 A201 8165' - 4" GRADE PLANE 8147' - 6" GRADE PLANE 2 UPPER LEVEL - LOT 14 8190' - 0" A.3 A.10A.5 A.7 A.6 A.8 A.4 A.11 A.12 A.13 A.14 B.8 A.9 1 S9.2 1 S9.3 2 A201 79' - 8 3/4" A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 Project number Date Drawn by 8/17/2022 12:48:31 PMA200 OVERALL BUILDING ELEVATIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/8" = 1'-0"1 OVERALL WEST ELEVATION 1/8" = 1'-0"2 OVERALL SOUTH ELEVATION No. Description Date 2 Revision 2 08.18.2022 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD 06/19/23 A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 MAIN LEVEL - LOT 14 A 8175' - 0" LOFT LEVEL - LOT 14 A 8199' - 3 5/8" MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 B 8171' - 0" M UPPER LEVEL - LOT 14 8190' - 0" KE REC LEVEL - LOT 14A 8160' - 0" QG H P O N SI L TR F 126' - 4 3/4" 8165' - 4" GRADE PLANE 2 MAIN LEVEL - LOT 14 A 8175' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" UPPER LEVEL - LOT 14 8190' - 0" A.10 B.6 B.2 B.9 B.7 B.5 B.10 B.3A.11A.12 A.13 A.14 B.8 B.4 B.1 D C C E A D A C SW SW SW SW SW SW SW 8165' - 4" GRADE PLANE 8147' - 6" GRADE PLANE 816 FOREST "A"816 FOREST "B" 2 Project number Date Drawn by 8/17/2022 12:48:48 PMA201 OVERALL BUILDING ELEVATIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author No. Description Date 2 Revision 2 08.18.2022 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD 1/8" = 1'-0"2 OVERALL EAST ELEVATION 1/8" = 1'-0"1 OVERALL NORTH ELEVATION 06/19/23 A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 MAIN LEVEL - LOT 14 A 8175' - 0" LOFT LEVEL - LOT 14 A 8199' - 3 5/8" M UPPER LEVEL - LOT 14 8190' - 0" K E G H NI LF ff W140 v W139 T W79 T W73 U W86 U W77 X W78 U W72 T W71 Q W47 Q W46 X W74 V W80 V W83 X W75 V W84 V W81 ee W138 78' - 2 1/2" 15' - 10 3/4" 7' - 2 1/4" 10' - 8" 4' - 3 3/4" 2' - 0 3/4" 29' - 8" 8' - 5" D E AA C D C Project number Date Drawn by 7/13/2022 1:48:33 PMA202 BUILDING ELEVATIONS "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD No. Description Date 1/4" = 1'-0"1 EAST ELEVATION A 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" M 1 A302 UPPER LEVEL - LOT 14 8190' - 0" 1 A303 K GARAGELEVEL - LOT 14 A 8145' - 0" REC LEVEL - LOT 14A 8160' - 0" 1 A305 15' - 0"C C D B A E WALL STEPS BACK GH 15' - 0" 15' - 0" 15' - 0"A I L 1 A307 D R1 SW SW SW B PR 3 A503 Sim 1 A603 Sim B W7 P W54 O W49 N W25 B W4 J W17 C W8 H W14 D W2 D W5 G W11 I W15 O W51 O W53 K W19 M W21 L W23 M W24 L W20 C W22 C W16 SK1 W88 TR2 W31 TR3 W32 TR1 W29 t W26 TT W34 TT W27 t W33 Q W30 D3 1595 E W13 E W9 F W12 F W10 3 A400.1 1 A400.3 2 A600 2 A304 D W6 D W3 C W18 6' - 0"7' - 2 1/4"10' - 8"4' - 3 3/4"2' - 0 3/4" 29' - 8" F 59' - 10 3/4" 8165' - 4" GRADE PLANE 2 UPPER LEVEL - LOT 14 8190' - 0" A.10 1 A300 D EXIST. GRADE PROPOSED GRADE A.8 A.11 A.12 A.13 A.14 1 A306 A503 7 Sim 10' - 8 3/8"TR5 W45TR6 W46 TR7 W47TR9 W49 TR10 W50TR11 W51 TR8 W48 A.9 58' - 1 3/4" 15' - 8" 4' - 6" 2' - 6"10' - 10"13' - 8 3/4" 10' - 11"A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 Project number Date Drawn by 8/17/2022 12:49:08 PMA203 BUILDING ELEVATIONS "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/4" = 1'-0"1 WEST ELEVATION A 1/4" = 1'-0"2 PARTIAL LIVING ROOM ELEVATION "A" 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD No. Description Date 2 Revision 2 08.18.2022 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" UPPER LEVEL - LOT 14 8190' - 0" A.2 GARAGELEVEL - LOT 14 A 8145' - 0" REC LEVEL - LOT 14A 8160' - 0" 2 A306 A.1 2 A101.1 N W25 C W8 A W1 G W11 K W19 TR2 W31 TR4 W36 TR3 W32 TR1 W29 t W26 TT W34 TT W27 t W33 Q W30 D3 1595 E W13 E W9 F W12 F W10 D W6 z W38 z W91 7' - 6" D D D A A E E B PR PR PR PR 8165' - 4" GRADE PLANE 15' - 0" 15' - 0" 15' - 0"2 MAIN LEVEL - LOT 14 A 8175' - 0" UPPER LEVEL - LOT 14 8190' - 0" 3 1 REC LEVEL - LOT 14A 8160' - 0" 2 E R1 D 3 A304 N W25 K W19 L W23 M W24 C W22 z W38 X W37 C W18 z W91 K W92 L W20 M W21 26' - 8 1/2" 13' - 7 1/2"13' - 1" E B SW SW SW SW SW SW SW B 8165' - 4" GRADE PLANE 15' - 0"15' - 0" 2 A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 Project number Date Drawn by 8/17/2022 12:49:35 PMA204 BUILDING ELEVATIONS-PARTIAL A 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/4" = 1'-0"3 MASTER "A" ELEVATION 1/4" = 1'-0"2 MASTER BEDROOM "A" WEST ELEVATION No. Description Date 2 Revision 2 08.18.2022 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD 06/19/23 GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" 1 A301 2 A308 1 A300 1 A003 4 A411 D C 16' - 8 13/16"C E A D WALL STEPS BACKEXIST. GRADE PROPOSED GRADE B.6 B.2 B.9 B.7 B.5B.10 B.3 A C 11' - 0"11' - 0" 10' - 0" B.8 1 A306 B.4 B.1 7 A004 ff W140 b W101 u W131 y W160 y W161 y W162 qq W154 v W139 t W134 m W133 t W132 t W119 m W135 I W142 I W144 TR12 W145 TR16 W146 c W147 TR17 W148 TR18 W149 U W86 U W77 X W78 X W87 N W85 N W76 V W80 TR19 W150 X W143 X W141 p W137 z W152 q W136 m W126 o W128 m W130 n W125 t W127 n W129 TR22 W157 TR21 W156 TR20 W155 c W102 d W103 l W113 q W115 o W114 1 A401.1 8141' - 0 1/2" 8139' - 0" 8149' - 0" p W116 y W158 y W159 V W81 ee W138 dd W153 m W43 n W44 60' - 7" 4' - 1 1/2"1' - 3" 3' - 0 3/4" 12' - 1 3/4"2' - 0 1/2" 10' - 2 3/4"3' - 2 3/4"10' - 6 1/2"13' - 11 1/2" 1 S9.2 1 S9.3 2 A201 1 A202 SW SW SW SW 1 A015 GRADE PLANEGRADE PLANE 8147' - 6" 2 MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" M 1 A304 A C D D EXIST. GRADE Q 2 A303 P ON S A T ff W140 u W131 qq W154 v W139 m W133 t W132 m W135 T W79 V W80 SK3 W163 p W137 z W152 R ee W138 V W81 dd W153 56' - 7 1/4" 8' - 5" 12' - 10"17' - 8"2' - 6 1/4" 1' - 9" 11' - 5 1/4"2' - 0" 1 A201 A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 Project number Date Drawn by 8/17/2022 12:50:19 PMA205 BUILDING ELEVATIONS "B" 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/4" = 1'-0"4 LIVING ROOM ELEVATION B 1/4" = 1'-0"5 EAST ELEVATION B 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD No. Description Date 2 Revision 2 08.18.2022 06/19/23 REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" M 1 A304 C B A 32' - 1 7/8"D E C EXIST. GRADE 11' - 0"Q 2 A303 P O N S D D 11' - 0"11' - 0" T b W101 h W106 u W131 y W160 y W161 y W162 qq W154 a W100 m W118 w W117 t W119 m W120 g W107 C W109 C W108 e W105 f W104 SK3 W163 m W122 w W121 m W126 o W128 m W130 n W125 t W127 n W129 2 A401.1 2 A401.4 29' - 10 1/8"2 A304 R 56' - 7 1/4" 8' - 5"12' - 10" 17' - 8" 2' - 6 1/4"1' - 9" 11' - 5 1/4"2' - 0" k W112 i W111 j W110 y W159 y W158 1 S9.0 1 A201 8147' - 6" GRADE PLANE 2 GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" 1 A301 2 A308 1' - 1"12' - 4 5/8" A D B B.6B.2 B.5 B.3 B.4B.1 h W106 g W107 C W109 C W108 e W105 f W10428' - 7 3/4"1 A401.1 32' - 0"11' - 0"11' - 0" 10' - 0" 22' - 7 1/2" 4' - 1 1/2" 1' - 3" 3' - 0 3/4"12' - 1 3/4"2' - 0 1/2" 8147' - 6" GRADE PLANE 2 A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE-EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METAL SW 5/A504 7/A504 6/A504 3/A504 A908 Project number Date Drawn by 8/17/2022 12:51:22 PMA206 BUILDING ELEVATIONS "B" 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/4" = 1'-0"1 WEST ELEVATION B 1/4" = 1'-0"3 SOUTH ELEVATION "B" No. Description Date 2 Revision 2 08.18.2022 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 B 8171' - 0" M 1 A302 UPPER LEVEL - LOT 14 8190' - 0" 1 A303 K GARAGELEVEL - LOT 14 A 8145' - 0" A400.3 2 GARAGE 10 REC. ROOM 216 OFFICE 34 JR. MASTER CLOSET 35 MECH. CRAWLSPACE LIVING "B" ELEVATOR ELEVATOR ELEVATOR ELEVATOR E 1 A304 REC LEVEL - LOT 14A 8160' - 0" 1 A305 Q G H 2 A303 P O N I L 1 A307 T 1 A400.3 A606 1 0' - 4"A606 2 Level 4 -8112' - 0" 2 A304 BUNK ROOM 217 OFFICE BATH 307 OFFICE 306 LAUNDRY 2020' - 8"32' - 0"11' - 0"11' - 0" 10' - 0" 45' - 0"15' - 0"15' - 0" 15' - 0" R A505 4 003A P W54 O W49 036A v W139 c W147 TR17 W148 221A 034A 034B 021A 217A 217B 221B 023A 035A O W51 N W48 N W50 O W53 N W52 210A ee W138 SK4 W90 110' - 6" 1 S9.0 F 1 A201 Project number Date Drawn by 7/13/2022 3:57:51 PMA300 BUILDING SECTIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author3/16" = 1'-0"1 SECTION THROUGH A AND B No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" M GARAGELEVEL - LOT 14 A 8145' - 0" Q G. BED 1 204 REC ROOM 200 MUD ROOM 103 G. BED 2 305 MASTER BEDROOM 405 KITCHEN 402 4' - 11 3/16"MECH. CRAWLSPACE PLANTER 11' - 0"11' - 0" 10' - 0" KITCHEN 402 PROPOSED GRADE EXISTING GRADE P O N S 8' - 5"12' - 10" 17' - 8" 2' - 6 1/4"13' - 2 1/4" 9' - 6" WALL STEP WALL STEP T 0' - 4"Level 4 -8112' - 0" A606 3 A606 4 R 945a204A202A u W131 408Aqq W154 v W139 m W133 c W147 SK3 W163 z W152 TR21 W156 TR20 W155 105B 106A 103B ee W138 dd W153 SK4 W90 Project number Date Drawn by 7/13/2022 3:57:54 PMA301 BUILDING SECTIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 SECTION-GUEST BEDS "B" No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" MAIN LEVEL - LOT 14 A 8175' - 0" UPPER LEVEL - LOT 14 8190' - 0" UPPER LEVEL - LOT 14 8190' - 0" A.3 A.10 GARAGELEVEL - LOT 14 A 8145' - 0" GARAGELEVEL - LOT 14 A 8145' - 0" A.5 REC LEVEL - LOT 14A 8160' - 0" REC LEVEL - LOT 14A 8160' - 0" A.7 REC. ROOM 216 G. BED 2 22 15' - 1" 6' - 9 1/2" 24' - 11 1/2" OFFICE 34 GARAGE "A" A.6 A.8 A.4 A.11 A.12 10' - 0"2' - 3" WALL STEP WALL STEP 60' - 1 15/16"13' - 5 1/4"A.9 A411 5 A505 2 A509 3 45' - 0"8158' - 4 5/8" G. BATH 2 223 B W7h W106 g W107 C W109 C W108 e W105 f W104 222C 034A T W73 U W86 X W87 N W85 B W4 J W17 217A 220A228A 223B 223A023A H W14 D W2 D W5 C W16 X W74 1247 X W75 D W6 D W3 Project number Date Drawn by 7/13/2022 3:58:03 PMA302 BUILDING SECTIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 SECTION THROUGH OFFICE "A" No. Description Date 06/19/23 UPPER LEVEL - LOT 14 8190' - 0" A.10 16' - 0"LIVING ROOM 77 B.O. OF WOOD TRELLIS@10'-0 @FIREPLACE DINING 78 KITCHEN 79 STEEL BEAMS 2' - 6"10' - 10" 13' - 8 3/4" A.11 A.12 A.13 A.14 AREA ABOVE 16'-0" NOT FEASIBLE TO ACCESS A.9 8200' - 8 1/4" 230B TR11 W70 TR10 W67 TR9 W64 TR7 W62 TR5 W60 I W58 TR6 W61TR8 W63 H W55 R W59 I W69 H W65 H W68 I W56 SK1 W88 I W66 UPPER LEVEL - LOT 14 B 8171' - 0" B.6 B.9 B.5 B.10 16' - 0"KITCHEN 402 DINING 403 LIVING ROOM 404 40' - 0" A.6 A.8 A.12B.8 A503 7 A.9 I W144 TR16 W146 c W147 TR17 W148TR18 W149TR19 W150 402A SK4 W90 TR12 W145 I W142 X W141 Project number Date Drawn by 7/13/2022 3:58:08 PMA303 BUILDING SECTIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 SECTION THROUGH LIVING ROOM "A" 1/4" = 1'-0"2 SECTION- LIVING ROOM "B" 4 INTERIOR VIEW OF LIVING "B" 5 INTERIOR -LIVING "A" No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" B.6B.2 B.9B.7 B.5 B.3 LAUNDRY 39 BUNK CLOSET 106 BUNK ROOM 104 POWDER 203 REC ROOM 200 G. BED 3 300 MASTER BATH 406 MASTER BEDROOM 405 OFFICE 306 B.8 B.4 B.1 G. BATH 2 304 46' - 7 1/2" 0' - 6" 9' - 5"106Ba 406C 205A204A 406B y W161 qq W154 t W134 m W135 SK3 W163 p W137 z W152 M W151 304A q W136 m W126 o W128 m W130 n W125 TR22 W157 TR21 W156 TR20 W155 105A105B 106A c W102 d W103 206B l W113 q W115 o W114 206C p W116 j W110 k W112 i W111 y W158 y W159 dd W153 11' - 0"11' - 0" 10' - 0" GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 8190' - 0" A.3 A.10 GARAGELEVEL - LOT 14 A 8145' - 0" A.5 REC LEVEL - LOT 14A 8160' - 0" B.6 A.7 B.7A.6 A.8 A.4 A.11 A.12B.8 A.9 JR. MASTER 23 REC. ROOM 216 STORAGE CLOSET 220 BUNK ROOM 217 GARAGE "A" 1 A505 3 221A T W79 B W4 219A228A 221B H W14 D W2 I W15 V W80 V W81 D W3 221C 15' - 0"15' - 0" UPPER LEVEL - LOT 14 8190' - 0" A.2 2 A306 A.1 1' - 6"MASTER BATH 28 MASTER CLOSET 36 10' - 3"9' - 0"7' - 6" Project number Date Drawn by 7/13/2022 4:02:05 PMA304 BUILDING SECTIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 SECTION @ OFFICE/MASTER "B" 1/4" = 1'-0"2 SECTION THROUGH BUNK ROOM AND JR. MASTER SUITE "A" 1/4" = 1'-0"3 SECTION THROUGH MASTER BATH AND CLOSET "A" No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 8190' - 0" 1 A301 2 A308 A.3 A.10 GARAGELEVEL - LOT 14 A 8145' - 0" 1 A300 1 A003 A.5 4 A411 REC LEVEL - LOT 14A 8160' - 0" G. BED 1 21 A.7 A.6 A.8 A.4 A.11 A.12 A.13 A.14 1 A306 7 A004 A.9 Level 4 -8112' - 0" LAUNDRY 215 ENTRY 210 A509 1 0' - 11 3/4"A400.2 2 GARAGE ENTRY 2 73' - 10 3/4" A510 1 15' - 0"15' - 0" 15' - 0" 003A P W54 O W49 N W25 e W105 f W104 T W82 U W72 211B 1173a223D H W14 224C 224B A W1 O W51 N W48 N W50 O W53 N W52 K W19 L W23 L W20 C W22 C W16 V W83 E W9 F W10 V W84 C W18 1 S9.2 1 S9.3 2 A201 1 A202 Project number Date Drawn by 7/13/2022 3:58:21 PMA305 BUILDING SECTIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 SECTION THROUGH STAIR AND G. BED "A" No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL - LOT 14 A 8175' - 0" MAIN LEVEL -LOT 14 B 8160' -0" M 1 A302 UPPER LEVEL - LOT 14 8190' - 0" K GARAGELEVEL - LOT 14 A 8145' - 0" E REC LEVEL - LOT 14A 8160' - 0" 1 A305 G H I L 1 A307 3 A400.1 MECH. 2 76 1 A400.3 9' - 2 1/4"8200' - 4 3/4" 2 A600 2 A304 ELEVATOR MACHINE 71 MECH. 214 LAUNDRY 215 REC. ROOM 216 BUNK BATH 218 JR. MASTER 23 KITCHEN 79 MASTER CLOSET 36 69' - 9 1/2" 003A B W7 P W54 O W49 N W25 072A 230B 221A 034B 076A a3 071A 218A217A216Ba 215A 023A 035A D W5 O W51 N W48 N W50 O W53 N W52 K W19 M W21 C W22 214A F W10 D W6 C W18 F MAIN LEVEL - LOT 14 A 8175' - 0" UPPER LEVEL - LOT 14 8190' - 0" 3 1 2 15' - 0"MASTER BEDROOM 27 MASTER BATH 28 26' - 8 1/2" 13' - 7 1/2" 13' - 1" A508 1 Sim A605 4 Sim N W25 027A 028A 028C K W19 L W23 C W22 TR4 W36 TT W34 t W33 Q W30 z W38 X W37 C W18 Project number Date Drawn by 7/13/2022 3:58:27 PMA306 BUILDING SECTIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 LONGITUDINAL SECTION THROUGH REC ROOM "A" 1/4" = 1'-0"2 SECTION THROUGH M. BEDROOM AND BATH "A" No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL -LOT 14 B 8160' -0" GARAGELEVEL - LOT 14 A 8145' - 0" REC LEVEL - LOT 14A 8160' - 0" G H 3 A400.1 0' - 2" 13 RISERS @ 6-15/16"15' - 0"15' - 0"G3 A400.1 2' - 0"1' - 0" 1" X 2" STEEL HANDRAIL 1/2" TEMPERED RAILING PANEL GLASS 3/4" FINISH WOOD OVER LVL TREAD BASE LVL TREAD BASE 1/2" PLATE STEEL, WELD TO HSS RISER STUB FINISH WOOD END CAP GLASS RAIL MOUNTING BRACKET, REF SHOPS HSS RISER STUB, REF. STRUCTURAL HSS STEEL STRINGER, REF. STRUCTURAL VARIES <1" RELIEF FROM ADJACENT WALL A.5 A.5 G A.7 A.7 H A.6 A.6 A.8 A.8 A.4 A.4 1 A400 3 A400.1 2 A400 15' - 10"UP15' - 10" 26 R I SE R S @ 6 - 15 / 1 6 " 25 T R E AD S @ 11 - 3/4 " F Project number Date Drawn by 7/13/2022 4:11:29 PMA400 STAIR DETAILS - LOT A 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/2" = 1'-0"1 LOT A - GARAGE TO REC LEVEL STAIR 1 1/2" = 1'-0"2 INTERIOR STAIR TREAD SECTION 1/2" = 1'-0"4 LOT A - GARAGE TO REC LEVEL STAIR PLAN No. Description Date 06/19/23 A.7 1" X 2" STEEL TOP RAIL 1/2" TEMPERED GLASS BALUSTER PANELS 1" X 2" STEEL TOP RAIL 1.5" X 1.5" STEEL POST 3/4" FINISH WOOD, WRAP OVER LVL BASE TREAD LVL TREAD BASE 1/2" PLATE STEEL WELD TO HSS STUB RISER HSS STUB RISER HSS STEEL STRINGER, REF. STRUCTURAL ø 0' - 4" NOT TO ALLOW PASSAGE OF A 4" SPHERE AT OPEN RISERS 1 A015 0' - 3 15/16"2 GARAGE LEVEL - LOT 14 A 8145' -0" MAIN LEVEL -LOT 14 B 8160' -0" GARAGELEVEL - LOT 14 A 8145' - 0" A.5 REC LEVEL - LOT 14A 8160' - 0" A.7 A.6 A.8A.4 A400.1 215' - 0"26 RISERS @ 6-15/16"15' - 0"4' - 7 7/16"15' - 10"1' - 1 1/2" 21' - 6 15/16"3' - 0"0' - 11 3/4" Project number Date Drawn by 8/17/2022 12:51:27 PMA400.1 STAIR DETAILS - LOT A 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 JNS No. Description Date 2 Revision 2 08.18.2022 1 1/2" = 1'-0"2 GARAGE TO REC STAIR DETAIL LOT A 1/2" = 1'-0"3 LOT A - GARAGE TO REC LEVEL STAIR LONG SECTION 06/19/23 K K 2 A400.3 1 A305 A.8 A.8 1 A307 1 A306 A.9 A.9 1 A400.3 15' - 3" 11' - 0" 4' - 3"UP4' - 10 13 / 1 6 " 24 R I S E R S @ 7. 5" 23 T R E A D S @ 12" 1' - 0"8' - 6"4' - 3" 4' - 3"MAIN LEVEL - LOT 14 A 8175' - 0" A.7 A.8 1' - 0"1' - 0" 2' - 4 3/8"1' - 0" 0' - 9 1/2"0' - 1"1' - 5 3/4"0' - 9 1/2" 0' - 0 1/4"2' - 0" CEILING REF: CEILING PLANS WOOD WRAPPED BALCONY EDGE TO TERMINATE DROPPED CEILING METAL WRAPPED BALCONY EDGE FOR STEEL STRINGER TO TERMINATE TO FLOOR FRAMING REF: STRUCT. DWGS. 0' - 5 5/16" DROP CEILING FOR MECH. ACCESS STAIR REF: 2/A400.1 Project number Date Drawn by 7/13/2022 4:12:49 PMA400.2 STAIR DETAILS - LOT A 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS No. Description Date 1/2" = 1'-0"1 LOT A - REC TO MAIN LEVEL STAIR PLAN 3 LOT A GARAGE TO REC LEVEL AXON VIEW 1 1/2" = 1'-0"2 REC TO MAIN STAIR LANDING "A" 06/19/23 MAIN LEVEL - LOT 14 A 8175' - 0" LOFT LEVEL - LOT 14 A 8199' - 3 5/8" MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 8190' - 0" 2 A400.3 1 A300 1 A003 REC LEVEL - LOT 14A 8160' - 0" A.7 A.8 7 A004 A.9 A400.5 2 4' - 1 7/16" 4' - 3" 0' - 7" 4' - 3 1/2" P ONO NN O N K L L C C 7' - 6" 7' - 6" 7' - 6"7' - 6" 15' - 0"15' - 0" 1' - 0" 1' - 0" 11' - 0" 20' - 5 1/2" MAIN LEVEL - LOT 14 A 8175' - 0" MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 8190' - 0" K REC LEVEL - LOT 14A 8160' - 0" H I 1 A400.3 7' - 6"7' - 6" 7' - 6" 7' - 6" 14' - 11 3/4" Project number Date Drawn by 7/13/2022 4:08:39 PMA400.3 STAIR DETAILS - LOT A 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 1/2" = 1'-0"1 LOT A - REC TO UPPER LEVEL STAIR 1/2" = 1'-0"2 LOT A - REC TO UPPER LEVEL STAIR SECTION 06/19/23 K A.7 A.7 I A.8 A.8 A.9 A.9 1 A400.3 UP4' - 3 " 11' - 0 9/1 6 " 4' - 0 7 / 8" 19' - 4 7/16 " 24 R I SE R S @ 7 . 5 " 23 TR E A D S @ 12" Project number Date Drawn by 7/13/2022 4:14:15 PMA400.4 STAIR DETAILS - LOT A 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS No. Description Date 1/2" = 1'-0"1 LOT A - MAIN TO UPPER LEVEL STAIR PLAN 06/19/23 3/4" FINISH WOOD LVL BASE TREAD, FASTEN TO BASEPLATE 1/2" STEEL BASEPLATE 1" X 2" STEEL TOP RAIL 1.5" X 1.5" STEEL POST HSS STEEL STUB RISER, WELD TO BASEPLATE HSS STEEL STRINGER, REF. STRUCTURAL 1/2" TEMPERED GLASS BALUSTER PANELS ø 0' - 4" 1' - 0" 0' - 1"0' - 7 1/2"0' - 4" 0' - 3 1/2"0' - 6" 0' - 6"0' - 0 1 /2" Project number Date Drawn by 7/13/2022 4:08:45 PMA400.5 STAIR DETAILS - LOT A 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS No. Description Date 1 LOT A - REC TO MAIN LEVEL STAIR AXON 1 1/2" = 1'-0"2 LOT A - REC TO MAIN LEVEL STAIR DETAIL 06/19/23 B.2 B.3 P P O O B.4 B.1 1 A401.1 2 A401.1 U P 4' - 0"8' - 7 3/4" 4' - 6 1/8" 17' - 1 7/8"20 RISERS @ 6"19 TREADS @11.5"R B.2 Q B.3 P P O O B.4 B.1 1 A401.1 2 A401.14' - 0"8' - 7 3/4" 4' - 6 1/8" 17' - 1 7/8"R Project number Date Drawn by 7/13/2022 4:20:34 PMA401 STAIR DETAILS - LOT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS No. Description Date 1/2" = 1'-0"1 LOT B - GARAGE TO REC LEVEL STAIR 1/2" = 1'-0"2 LOT B - REC LEVEL TO MAIN LEVEL STAIR 06/19/23 GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" 1 A304 P O 2 A401.1 0' - 6 1/8"16' - 7 3/4"0' - 6 1/8" A401.2 2 Level 4 -8112' - 0" 4' - 0" 4' - 0"8' - 7 3/4" 4' - 0"5' - 6"5' - 6" 5' - 0" 5' - 0" 0' - 6 5/8"0' - 11 1/2"0' - 6"0' - 11 1/2" 1 S9.0 1 A201 GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" B.2 B.3 B.4B.1 1 A401.1 8' - 0 1/2" 0' - 2 1/4" 7' - 10 1/4" Level 4 -8112' - 0"5' - 6"5' - 6" 5' - 0" 5' - 0" 1' - 8 3/4" 8' - 5 1/4" Project number Date Drawn by 7/13/2022 4:20:35 PMA401.1 STAIR DETAILS - LOT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS No. Description Date 1/2" = 1'-0"1 LOT B - GARAGE TO REC LEVEL STAIR SECTION 1/2" = 1'-0"2 LOT B - GRAGE TO REC LEVEL STAIRS 06/19/23 REC LEVEL - LOT 14 B 8149' - 0" 1 A304 ø 0' - 4"3' - 0"1" X 2" STEEL TOP RAIL 1.5" X 1.5" STEEL POST TEMPERED GLASS BALUSTER PANELS 3/4" FINISH WOOD, WRAP OVER LVL TREAD LVL BASE TREAD, FASTEN TO 1/2" BASEPLATE 1/2" BASEPLATE, WELD TO HSS RISER STUBS HSS STEEL RISER STUBS HSS STEEL STRINGER, REF. STRUCTURAL 0' - 1 1/2"0' - 3 1/2"0' - 2 1/2"0' - 6"0' - 11 1/2" NOT TO ALLOW PASSAGE OF 4" SPHERE PER CODE 2 Project number Date Drawn by 8/17/2022 12:51:35 PMA401.2 STAIR DETAILS - LOT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author No. Description Date 2 Revision 2 08.18.2022 1 GARAGE TO MAIN LEVEL STAIR AXON - LOT B 1 1/2" = 1'-0"2 LOT B - GARAGE TO MAIN LEVEL STAIR DETAIL 06/19/23 2 A308 B.2 O O N N B.4 1 A401.4 2 A401.4 UP 9' - 4 1/4"4' - 0" 13' - 4 1/4"1 S9.0 1 A201 Project number Date Drawn by 7/13/2022 4:20:43 PMA401.3 STAIR DETAILS - LOT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS No. Description Date1/2" = 1'-0" 1 LOT B - MAIN LEVEL TO UPPER LEVEL STAIR PLAN 06/19/23 MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 B 8171' - 0" REC LEVEL - LOT 14A 8160' - 0" A401.5 2 4' - 0" 8' - 5" MAIN LEVEL -LOT 14 B 8160' -0" UPPER LEVEL - LOT 14 B 8171' - 0" REC LEVEL - LOT 14A 8160' - 0" B.2 B.3 B.4 0' - 6 1/8" 8' - 0 3/16"5' - 6"5' - 6" Project number Date Drawn by 7/13/2022 4:20:44 PMA401.4 STAIR DETAILS - LOT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 3/4" = 1'-0"1 LOT B - MAIN TO UPPER LEVEL STAIR SECTION 3/4" = 1'-0"2 LOT B - MAIN TO UPPER LEVEL STAIR 06/19/23 1/2" TEMPERED GLASS BALUSTER PANELS1" X 2" STEEL TOP RAIL 3/4" FINISH WOOD, WRAP OVER LVL BASE TREAD LVL BASE TREAD, FASTEN TO 1/2" BASEPLATE 1/2" BASEPLATE HSS STEEL RISER STUBS, WELD TO BASEPLATE HSS STEEL STRINGER, REF. STRUCTURAL ø 0 ' - 4" NOT TO ALLOW PASSAGE OF A 4" SPHERE BETWEEN OPEN RISERS 0' - 1 "3' - 0"0' - 1 1/2" Project number Date Drawn by 7/13/2022 4:20:46 PMA401.5 STAIR DETAILS - LOT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 1 MAIN TO UPPER LEVEL - LOT B 1 1/2" = 1'-0"2 LOT B - MAIN TO UPPER LEVEL STAIR DETAIL 06/19/23 1 A302 A.3 A.10 K 2 A400.3 1 A300 1 A003 A.5 4 A411 A.7 A.6 I L A.8 A.4 A.11 7 A004 A600.1 4 A.9 1 A400.3 BBQ ISLAND HOT TUB WEXTERIOR WALL LIGHT FIXTURE EXTERIOR STEP LIGHT FIXTURE @ HOT TUB (6)WEH EH EH EHEH EH 2' - 6" 20' - 2" 4' - 9 1 / 2" 6' - 9 1 / 2 " SLOPE1/8"=1'-0"SL O P E 1/8" = 1 '-0" SL O P E 1/8" = 1'-0" SLOPE1/8"=1'-0"SL O P E 1/ 8 " = 1 ' -0" SL O P E 1/8" = 1'-0" SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SL O PE 1/8" = 1 ' -0" SL O P E 1/8" = 1 '-0" SL O P E 1/8" = 1'-0"SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" SL O P E 1/ 8 " = 1 ' -0" SL O P E 1/8" = 1 '-0" SLOPE 1/8"=1'-0" SL O P E 1/ 8 " = 1 ' -0" SLOPE1/8"=1'-0"SL O P E 1/8" = 1'-0" SL O P E 1/8" = 1'-0" SLOPE 1/8"=1'-0" SL O PE 1/8" = 1 ' -0" 11' - 0"11' - 6"2 A304 34' - 3" M 4 A411 B.10 2 A303 O N 1 A306 HOT TUB EXTERIOR LIGHT FIXTURE W EXTERIOR STEP FIXTURE(8) 8171' - 0" 8175' - 0"12' - 10"8' - 5" 5' - 5 1/4"6' - 9 1/8" 8' - 3 7 / 8"5' - 9 1/4"8' - 3" 3' - 0"3' - 0"UP 3' - 4 3/ 8 "EH EHEHEH EH EH EH MAIN LEVEL - LOT 14 A 8175' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" M 2 A303 ON 1' - 6"0' - 1" 8' - 3"0' - 1" HOT TUB LEAVE 1" CLEAR SPACE ON ALL SIDES OF HOT TUB HOT TUB SLAB REF: STRUCT. DWGS.4' - 0"3' - 0"21' - 3" WPM ALL SIDES OF CONCRETE AT HOT TUB DRAIN UNDER HOT TUB 1 A201 UPPER LEVEL - LOT 14 8190' - 0" 1 A300 1 A003 A.5 A.7 A.6 A.8 7 A004 1' - 6"2' - 9 3/4" 0' - 1" 11' - 0"0' - 1" HOT TUB 8186' - 3 3/4" T.O. STEEL OFFICE 34 DECK EDGE REF: A506 PATIO FLOOR FRAMING: REF STRUCT. DWGS. LEAVE 1" CLEAR SPACE ON ALL SIDES OF HOT TUB HOT TUB FRAMING: REF STRUCT. DWGS. DRAIN, DRAIN IN JOIST SPACE TO WALL. AMERICAN HYDROTECH ULTIMATE ROOF ASSEMBLY AND OR FABRIC REINFORCED WATERPROOFING ASSEMBLY. VERTICALLY AND HORIZONTALLY 8208' - 3" 8207' - 2 3/8" Project number Date Drawn by 7/13/2022 4:35:10 PMA411 ENLARGED PLAN-HOT TUB 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"2 ENLARGED PLAN-LIVING A HOT TUB 3/8" = 1'-0"3 ENLARGED PLAN-LIVING B HOT TUB 3/8" = 1'-0"4 SECTION @ HOT TUB "B"3/8" = 1'-0"5 SECTION THROUGH OFFICE "A" - Callout 1 No. Description Date 06/19/23 1X4 CLEAR WHITE ASH STAINED PER APPROVED SAMPLE 3/4" VERTICAL BATTENS, STAINED BLACK PLYWOOD SHEATHING PER STRUCTURAL 5/8" GWB, (TYPE X WHERE REQD.) (WRB/ AB) DELTA FASSADE S BEHIND BATTENS R-21 (MIN) INSULATION FOR THE FULL ASSEMBLY EXTERIOR:INTERIOR: 2X WALL PER STRUCTURAL 5 1/2" BIBS INSUL. (R-4.2/IN) R-23 TOTAL3/8".FRY REGLET DOUBLE T W/ 1/4" REVEAL, BLACK0' - 0 7/16"0' - 2 7/16" 3/4" REDWOOD BATTEN STAINED BLACK 1" POLY-ISO INSULATION OR ZIP SHEATHING SYSTEM (R-6) BIBS INSUL.-R-23 1" POLY-ISO INSUL. R-6 SYSTEM TOTAL- R-29 VAPOR RETARDER GRID CORRUGATED METAL PANELS SEE ELEVATIONS FOR LAYOUT CONCEALED FASTENERS, FASTEN TO VERTICAL BATTENS THRU INSUL. TO STUDS PLYWOOD SHEATHING PER STRUCTURAL (WRB/AB) DELTA VENT S EXTERIOR: 2X WALL PER STRUCTURAL R-21 (MIN.) INSULATION FOR THE FULL ASSEMBLY 5/8" GWB LEVEL 5 FINISH, TYP. (TYPE X WHERE REQD.) INTERIOR: 5 1/2" BIBS INSUL. (R-4.2/IN.) 3/4" VERTICAL BATTENS STAINED BLACK GRID BIBS INSUL.-R-23 1" POLY-ISO INSUL. R-6 SYSTEM TOTAL- R-29 1" POLY-ISO INSULATION OR ZIP SHEATHING SYSTEM (R-6) STONE VENEER PER ARCH SPEC. DELTA DRY STUCCO & STONE RAINSCREEN W/ FABRIC SCREEN FACING EXT.; DONT OVERDRIVE SCREWS, USE PLASTIC SPACERS AS REQD. & ATTACH TO STUDS W/ MIN. 3/4" PENETRATION PLYWOOD SHEATHING PER STRUCTURAL R-21 (MIN) INSULATION FOR THE FULL ASSEMBLY EXTERIOR:INTERIOR: 2X WALL PER STRUCTURAL BUG SCREEN @ TOP & BOTTOM OF WALL FOR VENTILATION; ALSO @ OPENINGS GREATER THAN 6'; WEEPS @ 24" O.C. STONE TIE BACKS AS REQD. 5/8" GWB, (TYPE X WHERE REQD.) NON SHRINK GROUT, TYP. (WRB/AB) DELTA VENT S GRID 1" POLY-ISO INSULATION OR ZIP SHEATHING SYSTEM (R-6) 5 1/2" BIBS INSUL. (R-4.2/IN) R-23 TOTAL BIBS INSUL.-R-23 1" POLY-ISO INSUL. R-6 SYSTEM TOTAL- R-29 VAPOR RETARDER EQUITONE COMPOSITE CEMENT PANELS W/ 1/2" REVEAL & CONCEALED FASTNERS, PANELS FASTENED TO METAL RAIL & HANGER SYSTEM O/ 1/2" METAL FURRING STRIPS (PAINTED BLACK) ZIP SYSTEM SHEATHING(R-6) PLYWOOD SHEATHING PER STRUCTURAL (WRB/AB) DELTA FASSADE S BEHIND BATTENS, TAPE ALL LAPS W/ DELTA FASSADE TAPE EXTERIOR: 2X WALL PER STRUCTURAL R-32 INSULATION FOR THE FULL ASSEMBLY 5/8" GWB LEVEL 4 FINISH, TYP. INTERIOR: 5 1/2" BIBS INSU. (R-4.2 MIN.) 5 1/2" FASTEN RAIL SYSTEM TO STRUCTURE AS REQD. GRID BIBS INSUL.-R-23 1" POLY-ISO INSUL. R-6 SYSTEM TOTAL- R-29 1X4 CLEAR VERTICAL WHITE ASH STAINED PER APPROVED SAMPLE 3/4" VERTICAL BATTENS, STAINED BLACK PLYWOOD SHEATHING PER STRUCTURAL 5/8" GWB, (TYPE X WHERE REQD.) (WRB/ AB) DELTA FASSADE S BEHIND BATTENS R-21 (MIN) INSULATION FOR THE FULL ASSEMBLY EXTERIOR:INTERIOR: 2X WALL PER STRUCTURAL 5 1/2" BIBS INSUL. (R-4.2/IN) R-23 TOTAL 1x4 HORIZONTAL WOOD BOARDS BEHIND FOR ATTACHMENT 3/4" WOOD BATTEN STAINED BLACK 1" POLY-ISO INSULATION OR ZIP SHEATHING SYSTEM (R-6) BIBS INSUL.-R-23 1" POLY-ISO INSUL. R-6 SYSTEM TOTAL- R-29 VAPOR RETARDER GRID 1X2 HORIZONTAL WHITE ASH STAINED PER APPROVED SAMPLE W/ ATTACHMENT 1x4 VERTICAL WOOD BOARDS Project number Date Drawn by 7/13/2022 4:36:48 PMA500 WALL DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 1/2" = 1'-0"2 WALL TYPE A- WOOD SIDING 1 1/2" = 1'-0"3 WALL TYPE E- METAL PANELS 1 1/2" = 1'-0"4 WALL TYPE D- 6" STONE 1 1/2" = 1'-0"1 WALL TYPE C-CEMENT PANEL 1 1/2" = 1'-0"5 WALL TYPE B- WOOD SLAT SIDING No. Description Date 06/19/23 SS METAL ROOF 2 LAYERS GRACE ULTRA, LAP O/ EDGE RAKE EDGE STIFFENER METAL FASCIA DECK ARMOR PLUS PLYWOOD PER STRUCT. BLOCKING PROVIDE WEEP HOLES, TYP. WALL FINISH RE: ELEVATIONS FOR WALL ASSEMBLY REF: A500 0' - 5"0' - 11 1/4"0' - 10 1/4" SS METAL ROOFING; HOOK TO SARNACLAD D-STYLE DRIP EDGE 2 LAYERS GRACE ULTRA 12" WIDE SARNAFIL G410 (WELD TO SARNACLAD METAL) SARNACLAD MTL. D-STYLE DRIP EDGE (WELD TO SARNAFIL) NAILBASE O/ DECKARMOR O/ PLYWOOD 5/8" PLYWOOD TO FORM GUTTER ROOF FRAMING WILL NEED TO BE CUT DN. & ADDL. STRUCTURAL SUPPORT FOR GUTTER & CUT OUT PROVIDED; CORD. W/ STRUCT. DWGS. 12 WATT/FT. ELECT. HEAT TRACING (HELD IN PLACE BY TABS OF SARNACLAD METAL WELDED TO SARNACLAD DRIP EDGE METAL) SARNACLAD FLEECE-BACK MEMBRANE FULLY ADHERED TO 5/8" PLYWOOD ZURN Z180 OR Z182 (90 DEGREE OUTLET) CORNICE DRAIN 2 ROWS 12 WATT/ FT. HEAT TRACING; EXTEND INTO DRAIN & PIPING STANDING SEAM METAL WALL PANEL WRB 1" . 2 LAYERS GRACE ULTRA 4" MIN.*ADD BYLIN SYSTEM PER ROOFERS RECCOMENDATIONS 0' - 0 5/8" 0' - 1 1/2" 0' - 0 1/2" 0' - 7 1/4" 0' - 6" PROVIDE HEMMED DRIP EDGE ON FLASHING CAP TYPICAL STONE VENEER BUILD UP, SEE A500 FRAMED WALL PER STRUCTURAL 5/8" TYPE X GWB STEEL PLATE ATTACHMENT PER STRUCTURAL; LEAVE SPACE B/W HORIZONTAL STEEL ATTACHMENTS FOR DRAINAGE WELDED & POWDER COATED STEEL FRAME PAINTED SHEET METAL FLASHING CAP; OPEN @ CENTER & SLOPE TO EDGE 1/4" PER FOOT 2 LAYERS GRACE ULTRA; LAP O/ REVEALSHIELD WRB 6" MIN. DECKING PER STRUCTURAL 1'-0" MIN. 2'-0" MIN.1"X1" METAL STRAPS ATTACHED TO FRAME PERFORATED METAL IN BETWEEN STRAPS SUPPORT CHIMNEY CAP FLASHING & UNDERLAYMENT W/ PLYWOOD AND WOOD FRAMING, OR OR DENSGLASS GOLD/SECUREROCK OVER STEEL DECK REF: STRUCT. FRAMED WALL REF: STRUCT. DWGS. 5/8" TYPE X GWB METAL FLASHING BENT METAL CRICKET TURN UP MIN. 6" VERTICAL TREATED WOOD BLOCK METAL CRICKET ELEVATION SECTION 1 1/2"x1 1/2" METAL POSTS EVERY 6+ FT. PLAN 0' - 3"0' - 3 1/2"STEEL ANGLE SUPPORT HSS 3x2x3/8" PICKETS 1 1/2"x1 1/2"x3/8" STEEL POSTS EVERY 8'-0" N APPLY 60 MIL. UNREINFORCED EPDM ROOFING SYSTEM. FULLY ADHERED TO COVER BOARD. WRAP DOWN OVER FASCIA & BED IN WATERBLOCK (WFM). ADHERE 1/2" DENS DECK COVER BOARD TO INSULATION W/ ADHESIVE. TAPERED 3 1/2" POLY-ISO ROOF INSULATION ROOF MEMBRANE TIE-IN AT EDGE METAL ROOF EDGE METAL(BALLAST STOP) FLASH W/ CONT. CLEAT P.T. BLOCKING METAL WRAPPED FASCIA BOARD W/ METAL DRIP EDGE SLOPE BOTTOM 1/4" PER FOOT 1x8 WOOD SUBFASCIA PROVIDE 1/2" GAP W/ BACKER ROD @ SEALANT TO REDUCE STAINING ON WOOD SOFFIT 1x6 T&G ROOF FRAMING REF: STRUCT. DWGS. EXTERIOR INTERIOR ROOF INSULATION COMBINATION 61/2" SPRAY APPLIED FOAM CLOSED CELL INSULATION R6.4/IN. (41.6) 3.5" POLY-ISO INSULATION R19.6 FILL REMAINDER W/ BIB INSULATION R4.2/IN. (R20 MIN.) R60 MIN. TOTAL0' - 5 1/4"B.10 STANDING SEAM METAL ROOF, TYP. (2:12 & LOWER SLOPES: FULLY SEALED SEAMS) GRACE ULTRA WATERPROOF MEMBRANE, 2 LAYERS GAF VERSASHIELD FIRE RESISTENT UNDERLAYMENT FOR CLASS A ROOF GRACE ULTRA WATERPROOF MEMBRANE 2 LAYERS WRAP OVER BLOCKING @ FASCIA PROVIDE 3/4" DRIP SO WATER DOES NOT STAIN T&G AND SIDING ROOF SHEATHING, REF. STRUCTURAL DWGS 1x6 T& G WEEP HOLES 1/2" AIR GAP SEALANT AND BACKER ROD ROOF FRAMING REF: STRUCT. DWGS. 3 1/2" NAILBASE RIGID POLY-ISO INSULATION (7/16" OSB TOP LAYER) 2x6 WOOD SUBFASCIA ROOF INSULATION COMBINATION 61/2" SPRAY APPLIED FOAM CLOSED CELL INSULATION R6.4/IN. (41.6) 3.5" POLY-ISO INSULATION R19.6 FILL REMAINDER W/ BIB INSULATION R4.2/IN. R60 MIN. TOTAL METAL END CLOSURE PER ROOF MANUF. METAL WRAPPED BLOCKING METAL FLASHING 0' - 5 1/4"2" / 1'-0" Project number Date Drawn by 7/13/2022 4:42:28 PMA503 ROOF/MISC. DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 1/2" = 1'-0"4 RAKE @ STANDING SEAM ROOF 1 1/2" = 1'-0"5 CONCEALED GUTTER @ STANDING SEAM ROOF 1 1/2" = 1'-0"2 CHIMNEY CAP 1 1/2" = 1'-0" 3 RAILING DETAIL RAILING INSPIRATION 1 1/2" = 1'-0"6 EAVE-LOW SLOPE ROOF 1 1/2" = 1'-0"7 EAVE-STANDING SEAM METAL ROOF No. Description Date 06/19/23 SLOPE 1/4"/FT FLASHING TO MATCH ROOF 1/2" EXPOSURE 1" OR OSB EXTERIOR GRADE PLYWOOD METAL PARAPET COPING; FASTEN INTO 1x CEDAR ONLY ON INSIDE FACE OF PARAPET; CLIP TO CLEAT ON EXT. SIDE MONOLITHIC MEMBRANE 6125-FR HYDROFLEX RB EXTEND UP PARAPET TO TERMINATION POINT 1x CEDAR TRIM (MINIMIZE NAILING THRU WALL; SUPPORT w/ STONE BALLAST WEATHER RESISTANT BARRIER GRACE ULTRA OVER ENTIRE PARAPET; LAP OVER CLEAT EXTERIOR SIDE & DOWN FULL HEIGHT OF CURB ON INTERIOR SIDE; MAKE CONT. @ WALL CONTINUOUS CLEAT; SECURE TO STONE GARAGE DOOR REF: ELEVATIONS DOOR HEADER METAL STONE VENEER REF: ELEVATIONS STEEL ANGLE REF: STRUCTURAL DWGS. SHEET METAL PARAPET CAP ROOF FRAMING REF: STRUCT. DWG. APPLY 60 MIL. UNREINFORCED EPDM ROOFING SYSTEM. FULLY ADHERED TO COVER BOARD. WRAP DOWN OVER FASCIA & BED IN WATERBLOCK (WFM). ADHERE 1/2" DENS DECK COVER BOARD TO INSULATION W/ ADHESIVE. TAPERED 3 1/2" POLY-ISO ROOF INSULATION W/ GLASS MAT FACERS, FULLY ADHERED W/ GLUE, NO MECHANICAL FASTENERS), SLOPE TO ROOF DRAIN 1' - 8"BALLAST CANT STRIP FLASHING AND COUNTERFLASHING ROOF SHEATHING REF: STRUCT. DWGS. METAL SIDING REF: A500 FOR WALL ASSEMBLY GRID ROOF FRAMING REF: STRUCT. DWGS. CEILING REF: RCP PLANS ADHERE 1/2" DENS DECK COVER BOARD TO INSULATION W/ ADHESIVE.1' - 8"TAPERED 3 1/2" POLY-ISO ROOF INSULATION W/ GLASS MAT FACERS, FULLY ADHERED W/ GLUE, NO MECHANICAL FASTENERS), SLOPE TO ROOF DRAIN APPLY 60 MIL. UNREINFORCED EPDM ROOFING SYSTEM. FULLY ADHERED TO COVER BOARD. WRAP DOWN OVER FASCIA & BED IN WATERBLOCK (WFM). P.T. WOOD BLOCKING, SLOPE TO ROOF CONTINUOUS CLEAT 2X PARAPET CURB WALL 2 LAYERS GRACE ULTRA; LAP O/ WRB/AR METAL PARAPET COPING; CONT. CLEAT 2 LA. GRACE ULTRA OVER ENTIRE PARAPET; LAP OVER CLEAT EXTERIOR SIDE & DOWN FULL HEIGHT OF CURB ON INTERIOR SIDE; MAKE CONT. @ WALL METAL SIDING REF: A500 BALLAST CANT STRIP FLASHING AND COUNTERFLASHING UPPER LEVEL - LOT 14 8190' - 0" L EXT. GUARDRAIL REF: DETAIL WATERPROOF METAL POST DECK FRAMING REF: STRUCT. DWGS RIPPED SLEEPERS FILLED W/ RIGID INSULATION 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS.0' - 11 1/2"0' - 9 1/2"0' - 3 1/4"0' - 1"APPLY 60 MIL. UNREINFORCED EPDM ROOFING SYSTEM. FULLY ADHERED TO COVER BOARD. WRAP DOWN OVER FASCIA & BED IN WATERBLOCK (WFM). ADHERE 1/2" DENS DECK COVER BOARD TO INSULATION W/ ADHESIVE. TAPERED 3" POLY-ISO ROOF INSULATION ROOF FRAMING REF: STRUCT. DWGS. ROOF INSULATION COMBINATION 61/2" SPRAY APPLIED FOAM CLOSED CELL INSULATION R6.4/IN. (41.6) 3" POLY-ISO INSULATION R5.5 FILL REMAINDER W/ BIB INSULATION R4.2/IN. (R20 MIN.) R60 MIN. TOTAL METAL EDGE RESRAINT FOR BALLAST ZURN RD 2130 COMBO ROOF DRAIN & OVERFLOW TAPERED RIGID POLYISO INSULATION, FULLY ADHERED, 2" MIN. THICKNESS, SLOPE TO ROOF DRAIN 1/2" SECUREROCK COVER BOARD SARNAFIL DECOR MEMBRANE ROOF, HEAT WELDED, FABRIC REINFORCED; EXTEND INTO CAST IRON CLAMPING DEVICE STRUCTURAL DECKING ROOF FRAMING PER STRUCTURAL REF: 1 AND 2/A503 FOR ROOF INSULATION Project number Date Drawn by 7/13/2022 4:36:54 PMA504 ROOF DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 1/2" = 1'-0"1 PARAPET-ROOF @ GARAGE 1 1/2" = 1'-0"2 PARAPET WALL @ METAL SIDING 3" = 1'-0"3 DECK -ROOF TO PATIO -LIVING ROOM 'A' 1 1/2" = 1'-0"4 LOW SLOPE ROOF DRAIN No. Description Date 06/19/23 UPPER LEVEL - LOT 14 8190' - 0" A.12 G. BED 2 22 8189' - 3 5/8" REF: 3/A503 FOR ROOF DETAIL ROOF DRAIN REF: 1/A505 ROOF OVHG. REF: ROOF PLANS ROOF FRAMING REF: STRUCT. DWGS. WINDOW REF: SCHEDULE CEILING REF: RCP PLANS0' - 5 1/4" 0' - 7 1/4"UPPER LEVEL - LOT 14 8190' - 0" A.10 A.11 0' - 5 1/4" 0' - 7 1/4"8189' - 5 1/8" JR. MASTER 23 SLOPESLOPE REF 3/A503 FOR ROOF DETAIL METAL GUTTER W/ HEAT TRACING ROOF FRAMING REF: STRUCT. DWGS. WINDOW REF: SCHEDULE CEILING REF: RCP PLANS A504 3 Sim M UPPER LEVEL - LOT 14 8190' - 0" PROVIDE BLOCKING FOR SECUREMENT OF ROOF PERIMETER; FASTEN TO STRUCTURE PRESURE-TREATED WOOD BLOCKING 1/2" GAP FOR DRAINAGE MEMBRANE* - CLAD METAL; WELD TO ROOFING MEMBRANE; ATTACHED TO WALL SHEATHING PREFINISHED GALVANIZED METAL FLASHING OR COPPER W/ HEMMED EDGE; SLOPE TO DRAIN 5/8" GWB TYP. TYPE X ON WALLS EXTEND DRYWALL TO UNDERSIDE OF ROOF SHEATHING 3/4" MIN. AIR SPACE REF: 1/A550 FOR PARTY WALL TO UNDERSIDE OF ROOF SHEATHING 2 LA. 5/8" TYPE "X" GWB @ JR. MASTER CLOSET RC-1 CHANNEL ATTACHED TO FURRING JR. MASTER CLOSET 35 LIVING ROOM 404 0' - 11 7/8"1' - 2"5/8" DENSGLASS FIREGUARD OR EQIV. FOR FIRE RATING REF: 1/A500 FOR EXT. WALL ROOF SHEATHING REF: STRUCT. DWGS. A505 3 Sim A504 3 Sim METAL CRICKET CUT AROUND ROOF TRIM AND GUTTER 5/8" DENSGLASS FIREGUARD SHEATHING STARTING FROM THE ROOF SHEATHING OF "A" Project number Date Drawn by 7/13/2022 4:42:29 PMA505 ROOF DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 1/2" = 1'-0"2 ROOF OVERHANG @ G. BED 2 1 1/2" = 1'-0"3 DETAIL @ JR. MASTER ROOF/PATIO 1 1/2" = 1'-0"4 DETAIL ROOF/WALL @ PARTYWALL No. Description Date 06/19/23 M UPPER LEVEL - LOT 14 8190' - 0" KITCHEN 4021' - 2"0' - 11 7/8"PROVIDE BLOCKING FOR SECUREMENT OF ROOF PERIMETER; FASTEN TO STRUCTURE PRESURE-TREATED WOOD BLOCKING 1/2" GAP FOR DRAINAGE MEMBRANE* - CLAD METAL; WELD TO ROOFING MEMBRANE; ATTACHED TO WALL SHEATHING PREFINISHED GALVANIZED METAL FLASHING OR COPPER W/ HEMMED EDGE; SLOPE TO DRAIN 5/8" DENSGLASS FIREGUARD OR EQIV. FOR FIRE RATING REF: 1/A500 FOR EXT. WALL ROOF SHEATHING REF: STRUCT. DWGS. METAL CRICKET CUT AROUND ROOF TRIM AND GUTTER A505 3 Sim 3/4" MIN. AIR SPACE 5/8" DENSGLASS FIREGUARD SHEATHING STARTING FROM THE ROOF SHEATHING OF "A" STANDING SEAM RAKE FASCIA TRIM ON WALL FOLLOWING SLOPE OF "B" ROOF RE: 4/A503 RE: 1/A500 FOR EXT. WALL Project number Date Drawn by 7/13/2022 4:37:10 PMA506 DETAIL-PARTY WALL 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 1 1/2" = 1'-0"1 DETAIL ROOF/WALL PARTY WALL B 2 PARTY WALL B PERSPECTIVE 3 PARTY WALL PERSPECTIVE A 06/19/23 GRID GRID EXTERIORINTERIOR 'X" MOLDING OR SIM. WOOD SIDING REF: A501 FOR WALL ASSEMBLY 2x STUD FRAMING REF: STRUCT. DWG.S EXTERIOR CORRUGATED METAL SIDING REF. ELEVATIONS VAPOR RETARDER 5/8" GWB INTERIOR REF. A500 FOR FULL WALL ASSEMBLY MEMBRANE STRIP OVER METAL OUTSIDE CORNER GRID GRID METAL OUTSIDE CORNER PERSPECTIVE OUTSIDE CORNER STONE VENEER REF: A502 FOR FULL WALL ASSEMBLY BACKER ROD & SEALANT WOOD SIDING REF: A502 FOR FULL WALL ASSEMBLY; BEGIN BATTENS AT EDGE OF WOOD J MOLD OR SIM. @ WOOD EDGE; 3/8" GAP MIN. GRID 0' - 0 3/8" EXTERIOR INTERIOR 2X STUD WALL FRAMING REF: STRUCT. DWGS. INT. FINISH REF: I.D. DRAWINGS STONE VENEER REF: A502 FOR FULL WALL ASSEMBLY BACKER ROD & SEALANT METAL SIDING REF: A502 FOR FULL WALL ASSEMBLY; BEGIN BATTENS AT EDGE OF WOOD J MOLD OR SIM. @ WOOD EDGE; 3/8" GAP MIN. GRID 0' - 0 3/8" EXTERIOR INTERIOR 2X STUD WALL FRAMING REF: STRUCT. DWGS. INT. FINISH REF: I.D. DRAWINGS TYP. CEMENT PANEL WALL REF: A500 TYP. WOOD SIDING WALL REF: A500 J MOLD OR SIM; 1/4" GAP MIN. WRAP DELTA FASSADE S CONTINUOUSLY AROUND CORNER EXTERIOR INTERIOR GRID GRID 1/4" REVEAL, TYP. WRAP DELTA FASSADE S CONTINUOUSLY AROUND CORNER GRID GRID EXTERIORINTERIOR CEMENT PANEL SIDING REF: A500 FOR WALL ASSEMBLY 2x STUD FRAMING REF: STRUCT. DWG.S 0' - 0 1/4" 1/4" MIN. REVEAL B/W MATERIALS DELTA "FASSADE S" & "VENT S" (WRB/AB); OVERLAP SEAMS 6" MIN./ TAPE W/ DELTA FASSADE TAPE BACKER ROD & SEALANT WOOD SIDING REF: A500 FOR FULL WALL ASSEMBLY; BEGIN BATTENS AT EDGE OF WOOD J MOLD OR SIM. @ WOOD EDGE; 3/8" GAP MIN. GRID EXTERIOR INTERIOR 2X STUD WALL FRAMING REF: STRUCT. DWGS. INT. FINISH REF: I.D. DRAWINGS CEMENT PANEL SIDING REF: A500 FOR FULL WALL ASSEMBLY DELTA "FASSADE S" & "VENT S" (WRB/AB); OVERLAP SEAMS 6" MIN./ TAPE W/ DELTA FASSADE TAPE GRID EXTERIOR INTERIOR 2X STUD WALL FRAMING REF: STRUCT. DWGS. INT. FINISH REF: I.D. DRAWINGS WOOD SLAT SIDING REF: A500 FOR FULL WALL ASSEMBLY 0' - 3 9/16" WOOD TRIM ALL SIDES WRAPPED W/ SHEET METAL FLASHING, TYP.; SLOPE AT SILL SMF TO MATCH METAL SIDING OR AS DIMENSIONED WOOD SLAT WALL REF: A500 TYP. WOOD SIDING WALL REF: A500 WRAP DELTA FASSADE S CONTINUOUSLY AROUND CORNER EXTERIOR INTERIOR GRID GRID STONE VENEER REF: A500 FOR FULL WALL ASSEMBLY BACKER ROD & SEALANT J MOLD OR SIM. @ WOOD EDGE; 3/8" GAP MIN. Project number Date Drawn by 7/13/2022 4:37:13 PMA507 WALL DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 3" = 1'-0"1 CORNER DETAIL-WOOD SIDING 1 1/2" = 1'-0"2 CORNER DETAIL-METAL SIDING 3" = 1'-0"3 TRANSITION DETAIL-STONE TO WOOD SIDING 3" = 1'-0"4 TRANSITION DETAIL-STONE TO METAL SIDING 3" = 1'-0"6 CEMENT PANEL TO WOOD INSIDE CORNER 3" = 1'-0"8 CORNER DETAIL- CEMENT PANEL 3" = 1'-0"9 TRANSITION DETAIL-CEMENT PANEL TO WOOD SIDING 3" = 1'-0"5 TRANSITION DETAIL-WOOD SLAT TO WINDOW TRIM 3" = 1'-0"7 WOOD SLAT TO STONE INSIDE CORNER No. Description Date 06/19/23 UPPER LEVEL - LOT 14 8190' - 0" 3 EXT. GUARDRAIL REF: DETAIL WATERPROOF METAL POST 1x6 T&G SOFFIT PROVIDE GAP BETWEEN T&G FASCIA METAL WRAPPED OR PLATE STEEL FASCIA OVER CONTINUOUS LVL BLOCKING FOR GUTTER DECK FRAMING REF: STRUCT. DWGS METAL GUTTER W/ HEAT TRACING METAL FLASHING W/ WEEP HOLES METAL FLASHING AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION MORTAR SETTING BED; SNOWMELT IN MORTAR 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS.1' - 0"0' - 1 1/4"WATERPROOF MEMBRANE BEHIND AND UNDERNEATH GUTTER WRAP AROUND BLOCKING AND BEHIND FASCIA PROVIDE DRAINAGE MEDIUM AND WEEP BEHIND GUTTER AND BLOCKING 1' - 4" 0' - 4 1/4"8188' - 5 1/8" 1/8" / 1'-0" 0' - 3 1/4"0' - 4"8210' - 4 3/16" A608 1 4' - 7 3/4" 0' - 1 3/4" 8189' - 3 1/2" STEEL BEAM REF: STRUCT. DWGS UPPER LEVEL - LOT 14 8190' - 0" b.1 A.1 0' - 4 1/4"1' - 4" 0' - 1"0' - 3 1/4" EXT. GUARDRAIL REF: DETAIL WATERPROOF METAL POST 1x6 T&G SOFFIT PROVIDE GAP BETWEEN T&G AND METAL DECK FASCIA DECK FRAMING REF: STRUCT. DWGS METAL FLASHING W/ WEEP HOLES AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION MORTAR SETTING BED; SNOWMELT IN MORTAR 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS.1' - 0"1/8" / 1'-0" METAL WRAPPED OR PLATE STEEL FASCIA OVER CONTINUOUS LVL. 8210' - 4 3/16" 8189' - 3 1/2" STEEL BEAM REF: STRUCT. DWGS 4' - 8 3/4" SQUARE TOP DECK DRAIN W/ PERFORATED EXTENSION FINISH FLOOR MATERIAL IN-FLOOR RADIANT HEAT IN MORTAR AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION FLOOR FRAMING REF: STRUCT. DWGS. FINISH CEILING REF: RCP PLANS MORTAR SETTING BED 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS. SLOPE 1/8"=1'-0" SLOPE 1/8"=1'-0" EXTERIOR INTERIOR UPPER LEVEL - LOT 14 8190' - 0" KL 0' - 1"0' - 1 1/2"EXT. GUARDRAIL REF: DETAIL WATERPROOF METAL POST 1x6 T&G SOFFIT PROVIDE GAP BETWEEN T&G AND METAL DECK FASCIA DECK FRAMING REF: STRUCT. DWGS METAL FLASHING W/ WEEP HOLES AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION MORTAR SETTING BED; SNOWMELT IN MORTAR 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS. METAL WRAPPED OR PLATE STEEL FASCIA OVER CONTINUOUS LVL. 0' - 3 1/4" STEEL BEAM REF: STRUCT. DWGS Project number Date Drawn by 7/13/2022 4:37:16 PMA508 DECK/PATIO DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 1/2" = 1'-0"1 DECK EDGE-MASTER BEDROOM "A" 1 1/2" = 1'-0"2 DECK EDGE-MASTER BEDROOM "A" DRAIN 1 1/2" = 1'-0"3 PATIO DRAIN 1 1/2" = 1'-0" 4 DECK EDGE-LIVING ROOM 'A' No. Description Date 06/19/23 UPPER LEVEL - LOT 14 8190' - 0" A.13 0' - 3 1/4" 8189' - 3 5/8"0' - 11 13/16" 0' - 11 7/8"EXT. GUARDRAIL REF: DETAIL WATERPROOF METAL POST 1x6 T&G SOFFIT PROVIDE GAP BETWEEN T&G AND METAL DECK FASCIA DECK FRAMING REF: STRUCT. DWGS METAL FLASHING W/ WEEP HOLES AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION MORTAR SETTING BED; SNOWMELT IN MORTAR 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS. METAL WRAPPED OR PLATE STEEL FASCIA OVER CONTINUOUS LVL. SLOPE STEEL BEAM REF: STRUCT. DWGS STEEL BEAM REF: STRUCT. DWGS WINDOW REF: SCHEDULE CEILING REF: RCP PLANS PATIO/DECK DRAIN REF: 3/A506 5' - 1 1/2" G. BED 1 21 0' - 4 1/4"1' - 4" MAIN LEVEL - LOT 14 A 8175' - 0" A.5 A.6 3' - 3 1/4" 8174' - 3 1/2" WATERPROOF METAL POST 1x6 T&G SOFFIT PROVIDE GAP BETWEEN T&G FASCIA METAL WRAPPED OR PLATE STEEL FASCIA OVER CONTINUOUS LVL BLOCKING FOR GUTTER DECK FRAMING REF: STRUCT. DWGS METAL GUTTER W/ HEAT TRACING METAL FLASHING W/ WEEP HOLES METAL FLASHING AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS. WATERPROOF MEMBRANE BEHIND AND UNDERNEATH GUTTER WRAP AROUND BLOCKING AND BEHIND FASCIA PROVIDE DRAINAGE MEDIUM AND WEEP BEHIND GUTTER AND BLOCKING STEEL BEAM REF: STRUCT. DWGS 8174' - 7 1/2" OFFICE 34 2' - 3" Project number Date Drawn by 7/13/2022 4:42:30 PMA509 DECK/PATIO DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 1/2" = 1'-0"1 DECK EDGE PATIO ABOVE G. BED 1 "A" 1 1/2" = 1'-0"3 DECK DETAIL @ OFFICE "A" No. Description Date 06/19/23 MAIN LEVEL -LOT 14 B 8160' -0" A.3 REC LEVEL - LOT 14A 8160' - 0" WATERPROOF METAL POST 1x6 T&G SOFFIT PROVIDE GAP BETWEEN T&G FASCIA METAL WRAPPED OR PLATE STEEL FASCIA OVER CONTINUOUS LVL BLOCKING FOR GUTTER DECK FRAMING REF: STRUCT. DWGS METAL GUTTER W/ HEAT TRACING METAL FLASHING W/ WEEP HOLES METAL FLASHING AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS. WATERPROOF MEMBRANE BEHIND AND UNDERNEATH GUTTER WRAP AROUND BLOCKING AND BEHIND FASCIA PROVIDE DRAINAGE MEDIUM AND WEEP BEHIND GUTTER AND BLOCKING STEEL BEAM REF: STRUCT. DWGS GARAGE ENTRY 2 8159' - 3 1/2" UPPER LEVEL - LOT 14 8190' - 0" KL G. BED 1 210' - 1"0' - 3 1/4" 0' - 11 1/4"3' - 5" EXT. GUARDRAIL REF: DETAIL WATERPROOF METAL POST 1x6 T&G SOFFIT PROVIDE GAP BETWEEN T&G AND METAL DECK FASCIA DECK FRAMING REF: STRUCT. DWGS METAL FLASHING W/ WEEP HOLES AMERICAN HYDROTECH "MM6125" LAP AT INTERSECTIONS EXTEND INTO FRAME CLAMP RIPPED SLEEPERS FILLED W/ RIGID INSULATION MORTAR SETTING BED; SNOWMELT IN MORTAR 1/2" DRAINAGE MAT ON 1/8" PROTECTION BOARD 3/4" SLOPED PLYWOOD 3/4" PLYWOOD REF: STRUCT. DWGS. METAL WRAPPED OR PLATE STEEL FASCIA OVER CONTINUOUS LVL. STEEL BEAM REF: STRUCT. DWGS METAL FLASHING SLOPED TOP 8189' - 3 5/8" WINDOW REF: SCHEDULE Project number Date Drawn by 7/13/2022 4:37:22 PMA510 DECK/PATIO DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 1 1/2" = 1'-0"1 BALCONY EDGE @ ENTRY "A" 1 1/2" = 1'-0"2 DECK EDGE NORTH G. BED 1 "A" 06/19/23 FINISHED FLOOR PER PLANS, OVER LIGHTWEIGHT TOPPING SLAB WITH RADIANT HEAT PLYWOOD DECKING AND FRAMING PER STRUCTURAL TYPE X GWB; FIRE TAPE ALL JOINTS & SEAL ALL GAPS PER IRC HEATED LIVING SPACE CRAWL SPACE/ GARAGE/ MECH. R-38 MIN. FLOOR INSULATION REQD. O/ UNHEATED SPACE, TYP. SEALANT EXTEND WALL TO UNDERSIDE OF STRUCTURE, TYP.; SEAL GAPS 1-LAYER 5/8" TYPE "X" GWB ON FIRE SIDE OF 2X STRCTURAL WALL; PROVIDE SOUND BATTS. FIRE TAPE ALL JOINTS; SEAL ALL GAPS & WALL PENETRATIONS W/ ACOUSTICAL SEALANT. MEET REQ. OF IRC SECT. R309 SEALANT GARAGE/ MECH. HEATED LIVING SPACE GRID 2X WALL PER STRUCTURAL 5/8" GWB TYP. TYPE X TAPED JOINTS INTERIOR: SEALANT EXTEND WALL TO UNDERSIDE OF ROOF SEAL GAPS 5/8" GWB TYP. TYPE X ON BOTH SIDES OF 2x FRAMED WALLS EXTEND DRYWALL HORIZ. & VERT. ALONG ENTIRE PARTY WALL 3/4" MIN. AIR SPACE 2 LA. 1" TYPE X SHAFTLINER 1' - 3 3/4" 2" C-TRACK FIRE RATING: STC: SOUND TEST: SYSTEM THICKNESS: 2 HOUR 60 RAL-TL88-350 11 1/2" GYPSUM BOARD: WOOD STUDS: INSULATION: AIR SPACE: STEEL STUDS: GYPSUM BOARD: AIR SPACE: WOOD STUDS: INSULATION: GYPSUM BOARD: ONE LAYER 1/2" THICK GYPSUM BOARD (USG SHEETROCK BRAND GYPSUM PANELS) 2x4 WOOD STUDS, 24" O.C. MIN. 3" GLASS FIBER BATT INSULATION IN CAVITY 3/4" AIR SPACE 2" H-STUD, 24" O.C. TWO LAYER 1" THICK BY NOM. 2' WIDE GYPSUM LINER PANELS FRICTION FIT (UL TYPE SLX) 3/4" AIR SPACE 2x4 WOOD STUDS, 24" O.C. MIN. 3" GLASS FIBER BATT INSULATION IN CAVITY ONE LAYER 1/2" THICK GYPSUM BOARD (USG SHEETROCK BRAND GYPSUM PANELS) ASSEMBLY OPTIONS: UL DESIGN NO. U336 B 2' - 0"2' - 0" 2' - 0"0' - 11 1/2"0' - 1 3/4" 0' - 1 3/4" 0' - 5 1/2"0' - 5 1/2" SEALANT EXTEND WALL TO UNDERSIDE OF STRUCTURE, TYP.; SEAL GAPS 1-LAYER 5/8" TYPE "X" GWB PROVIDE SOUND BATTS. FIRE TAPE ALL JOINTS; SEAL ALL GAPS & WALL PENETRATIONS W/ ACOUSTICAL SEALANT. MEET REQ. OF IRC SECT. R309 SEALANT 0' - 7 1/4" FIRE RATING: STC: SOUND TEST: SYSTEM THICKNESS: 1 HOUR 33 USG-151234 4 3/4" GYPSUM BOARD: WOOD STUDS: GYPSUM BOARD: ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE ULIX™) 2X4 WOOD STUDS, 16"O.C. ONE LAYER 5/8" THICK GYPSUM BOARD (UL TYPE ULIX™) ASSEMBLY OPTIONS: UL DESIGN NO. U263 1' - 4" 1' - 4"0' - 4 3/4"5/8" DENSGLASS FIREGUARD SHEATHING EXT. WALL REF: 2/A500 0' - 5 1/2" GYPSUM BOARD: WOOD STUDS: INSULATION: GYPSUM BOARD: TWO LAYERS 5/8" THICK GYPSUM BOARD (UL TYPE SCX™) 2X4 WOOD STUDS, 16" O.C. 3-1/2" GLASS FIBER BATT INSULATION IN CAVITY TWO LAYERS 5/8" THICK GYPSUM BOARD (UL TYPE SCX™) ASSEMBLY OPTIONS:0' - 6"SEALANT EXTEND WALL TO UNDERSIDE OF STRUCTURE, TYP.; SEAL GAPS 2-LAYER 5/8" TYPE "X" GWB ON EACH SIDE OF 2X WALL; PROVIDE SOUND BATTS. FIRE TAPE ALL JOINTS; SEAL ALL GAPS & WALL PENETRATIONS W/ ACOUSTICAL SEALANT. MEET REQ. OF IRC SECT. R309 SEALANT GARAGE HEATED LIVING SPACE 0' - 6"FIRE RATING: STC: SOUND TEST: SYSTEM THICKNESS: 2 Hour N/A N/A 6" UL DESIGN NO. U301 Project number Date Drawn by 7/13/2022 4:37:22 PMA550 INTERIOR DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 1/2" = 1'-0"3 1 HOUR FLOOR 1 1/2" = 1'-0"4 1 HOUR WALL 1 1/2" = 1'-0"1 2 Hr. RATED PARTY WALL 1 1/2" = 1'-0"2 1 HR. EXTERIOR WALL 1 1/2" = 1'-0"5 1HR. RATED WALL-GARAGE No. Description Date 06/19/23 GARAGE LEVEL - LOT 14 A 8145' -0" K GARAGELEVEL - LOT 14 A 8145' - 0" L 10' - 0"9' - 0"2' - 9" 18' - 0" 29' - 9"10' - 0"001A 001B WINDOW NOTES: 1. FALL PROTECTION REQ'D FOR WINDOWS LESS THAN 24" ABOVE FLOOR LEVEL AND MORE THAN 6' - 0" ABOVE GRADE 2. MAX U-FACTOR .30 (TYP) MARVIN ULTIMATE LINE Direct Set Picture Windows U= .26 SHGC = .19 Operating Casements U= .28 SHGC = .19 Hinged Doors U= .28 SHGC = .17 Pocket MultiSlide U= .26 SHGC = .19 Corner Units U= .28 SHGC = .20 Non Pocketing Sliding Doors is same as Pocket 3. TEMPERED SAFETY GLASS TO BE PROVIDED WHERE REQUIRED BY CODE REC LEVEL - LOT 14A 8160' - 0" D W2 D W5 2' - 3 1/8"0' - 4"9' - 10 1/4" 12' - 5 3/8"9' - 4" 2' - 8 1/8" 9' - 4" 21' - 4 1/8"2' - 3 1/8"0' - 4"9' - 10 1/4" 12' - 5 3/8" 4' - 8" B W4 B W7 D W3 D W6 K REC LEVEL - LOT 14A 8160' - 0"5' - 7 1/8"4' - 3 1/8" 9' - 10 1/4"2' - 6" C W8 REC LEVEL - LOT 14A 8160' - 0" H E W9 D3 E W13 F W10 G W11 F W12 2' - 3 1/8" 0' - 4"9' - 10 1/4" 12' - 5 3/8"3' - 8"0' - 7" 4' - 0" 0' - 8 1/4" 3' - 8" 12' - 7 1/4" MAIN LEVEL - LOT 14 A 8175' - 0" I W15 H W14 9' - 10 1/4"1' - 11 1/8" 7' - 11 1/8"5' - 4" MAIN LEVEL - LOT 14 A 8175' - 0" L 1' - 0"5' - 7 1/8" 3' - 3 1/8" 8' - 0" 0' - 8" 2' - 6"0' - 0 11/16" 11' - 2 11/16" J W17 C W16 8' - 10 1/4"9' - 10 1/4"MAIN LEVEL - LOT 14 A 8175' - 0" I 6' - 6" 4' - 0"2' - 6"7' - 11 1/8"1' - 11 1/8" 9' - 10 1/4"M W21 L W20 K W19 5' - 7 1/8"C W18 UPPER LEVEL - LOT 14 8190' - 0" I M W24 L W23 N W25 C W220' - 10 1/4"5' - 7 1/8" 2' - 4 7/8" 6' - 6" 2' - 7 1/2"2' - 6" 11' - 7 1/2"6' - 11 1/8"1' - 11 1/8" 8' - 10 1/4"4' - 0"2' - 6"8' - 0" UPPER LEVEL - LOT 14 8190' - 0" b.2 1' - 11 1/8" 7' - 7 1/8" 0' - 11" 4' - 11 9/16"3' - 4" 0' - 8" 4' - 6" 4' - 6" 0' - 8" 3' - 4" 17' - 0"15' - 4 3/4"1' - 11 1/8" 7' - 7 1/8" 0' - 11"2' - 1 1/4"12' - 6 1/2"t W33 TT W34 Q W30 t W26 TT W27 TR4 W36 TR3 W32 TR2 W31 TR1 W29 2" / 1'-0" 2" / 1'-0"9' - 6 1/4"UPPER LEVEL - LOT 14 8190' - 0" z W91 K W92 5' - 0"9' - 6 1/4"7' - 7 1/8"1' - 11 1/8" GARAGELEVEL - LOT 14 A 8145' - 0" B.5 10' - 0"3' - 0" A W1 UPPER LEVEL - LOT 14 8190' - 0" A.1 1' - 11 1/8" 7' - 7 1/8"z W38 X W379' - 6 1/4"5' - 0" Project number Date Drawn by 8/17/2022 12:51:42 PMA600 EXT. WINDOW & DOOR SCHEDULE UNIT A - PRIMARY 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 JNS 1/4" = 1'-0"1 GARAGE DOORS - UNIT A 1/4" = 1'-0"3 W2-W7 1/4" = 1'-0"4 W8 1/4" = 1'-0"5 W9-W13 1/4" = 1'-0"6 W14-W15 1/4" = 1'-0"7 W16 - W17 1/4" = 1'-0"8 W18 - W21 1/4" = 1'-0"9 W22- W25 1/4" = 1'-0" 10 W26 - W36 1/4" = 1'-0"12 W40 - W42 No. Description Date 2 Revision 2 08.18.2022 1/4" = 1'-0"2 W1 1/4" = 1'-0"11 W37-W39 2 06/19/23 UPPER LEVEL - LOT 14 8190' - 0" A.10 A.11 A.12 A.13 A.14 TR11 W51 TR10 W50 TR9 W49 TR8 W48 TR7 W47 TR6 W46 TR5 W45 0' - 6 3/4"10' - 8 3/8" 5' - 0" 5' - 0" 0' - 9" 5' - 4" 5' - 4"5' - 4" 0' - 9" 5' - 0" 5' - 0" 37' - 6" 1' - 0 11/16"6' - 9 3/4"G Q W46 Q W47 6' - 9 3/4"10' - 8 3/8" 17' - 7"5' - 0" 9' - 6 7/8"5' - 0" 19' - 6 7/8" F UPPER LEVEL - LOT 14 8190' - 0" A.10A.11 A.12 A.13 A.14 H W68 H W65 I W69R W59 H W57 H W55 I W58 I W56 TR11 W70 TR10 W67 TR9 W64 TR8 W63 TR7 W62 TR6 W61 TR5 W60 6' - 9 3/4"0' - 11" 7' - 11 1/8" 1' - 11 1/8" 5' - 0"5' - 0" 0' - 9" 5' - 4" 5' - 4" 5' - 4"0' - 9" 5' - 0" 5' - 0" 37' - 6" 10' - 0"0' - 9" 16' - 0" 0' - 9"5' - 0" 5' - 0"9' - 10 1/4"1' - 0 11/16" 17' - 7"I W66 UPPER LEVEL - LOT 14 8190' - 0" B.9 A.8 P W54 O W53 O W51 O W49 N W52 N W50 N W486' - 11 1/8"1' - 11 1/8" 8' - 10 1/4"3' - 6" 3' - 6" 3' - 6" 10' - 6"8' - 10 1/4"7' - 0"2' - 0 15/16" MAIN LEVEL - LOT 14 A 8175' - 0" K I U W72 T W71 2' - 3 1/8"10' - 2 1/4" 12' - 5 3/8"4' - 0" 0' - 8 3/4" 8' - 6" 13' - 2 3/4" MAIN LEVEL - LOT 14 A 8175' - 0" L X W74 T W732' - 3 1/8"0' - 4" 9' - 10 1/4" 12' - 5 3/8"2' - 2 11/16" 4' - 2" 6' - 4 11/16" X W75 MAIN LEVEL - LOT 14 A 8175' - 0" X W78 U W77 N W76 V W80 T W792' - 3 1/8"0' - 4"7' - 11 1/8" 1' - 11 1/8" 12' - 5 3/8"3' - 6" 0' - 7 1/4" 4' - 2"4' - 2" 12' - 5 1/4"9' - 10 1/4"V W81 9' - 10 1/4"MAIN LEVEL - LOT 14 A 8175' - 0"2' - 3 1/8"0' - 4"9' - 10 1/4" 12' - 5 3/8"4' - 2" T W82 V W83 V W84 MAIN LEVEL - LOT 14 A 8175' - 0" A.12 N W85 U W86 X W87 2' - 3 1/8"0' - 4"7' - 11 1/8" 1' - 11 1/8" 12' - 5 3/8"3' - 6" 0' - 8 13/16" WINDOW NOTES: 1. FALL PROTECTION REQ'D FOR WINDOWS LESS THAN 24" ABOVE FLOOR LEVEL AND MORE THAN 6' - 0" ABOVE GRADE 2. MAX U-FACTOR .30 (TYP) MARVIN ULTIMATE LINE Direct Set Picture Windows U= .26 SHGC = .19 Operating Casements U= .28 SHGC = .19 Hinged Doors U= .28 SHGC = .17 Pocket MultiSlide U= .26 SHGC = .19 Corner Units U= .28 SHGC = .20 Non Pocketing Sliding Doors is same as Pocket 3. TEMPERED SAFETY GLASS TO BE PROVIDED WHERE REQUIRED BY CODE Project number Date Drawn by 7/13/2022 5:02:53 PMA600.1 EXT. WINDOW & DOOR GRAPHIC SCHEDULE - UNIT A PRIMARY 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1/4" = 1'-0"1 W45- W51 1/4" = 1'-0"2 W46 - W47 1/4" = 1'-0"3 W55 - W70 1/4" = 1'-0"4 W49- W54 1/4" = 1'-0"5 W71 - W72 1/4" = 1'-0"6 W73- W75 1/4" = 1'-0"7 W76 - W81 1/4" = 1'-0"8 W82 - W84 1/4" = 1'-0"9 W85 - W87 No. Description Date 06/19/23 WINDOW NOTES: 1. FALL PROTECTION REQ'D FOR WINDOWS LESS THAN 24" ABOVE FLOOR LEVEL AND MORE THAN 6' - 0" ABOVE GRADE 2. MAX U-FACTOR .30 (TYP) MARVIN ULTIMATE LINE Direct Set Picture Windows U= .26 SHGC = .19 Operating Casements U= .28 SHGC = .19 Hinged Doors U= .28 SHGC = .17 Pocket MultiSlide U= .26 SHGC = .19 Corner Units U= .28 SHGC = .20 Non Pocketing Sliding Doors is same as Pocket 3. TEMPERED SAFETY GLASS TO BE PROVIDED WHERE REQUIRED BY CODEK E G H I A.13 A.14 SKYLIGHT4' - 3 3/4"10' - 8" 7' - 2 1/4" 15' - 10 3/4" 7' - 3"7' - 3" 14' - 6"SK1 W88 FIREPLACEWI NDOWWINDOW3' - 6 " 2' - 8 " F 10' - 11" 3 A.5 E G A.7 H 2 A.6 A.8 SKYLIGHT2" / 1'-0"5' - 0"5' - 0" SK2 W89 3' - 6" 4' - 6 9/16"FIREPLACEF 11' - 7"13' - 7 1/2"Project number Date Drawn by 7/13/2022 5:02:55 PMA600.2 PRIMARY - UNIT A WINDOW SCHEDULE 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author Primary - Unit A Window Schedule Type Mark Width Height Description Manufacturer Comments P 7' - 0" 8' - 10 1/4"MARVIN ULTIMATE p 2' - 2" 6' - 11 1/8"MARVIN ULTIMATE p 10' - 6" 9' - 0" Q 5' - 0" 6' - 9 3/4"MARVIN ULTIMATE Q 5' - 0" 6' - 9 3/4"MARVIN ULTIMATE Q 9' - 0" 9' - 6 1/4"MARVIN ULTIMATE q 2' - 2" 1' - 11 1/8"MARVIN ULTIMATE q 6' - 6" 9' - 0"MARVIN ULTIMATE qq 12' - 2" 8' - 0"MARVIN ULTIMATE R 16' - 0" 9' - 10 1/4"MARVIN ULTIMATE SK1 3' - 6"SKYLITE SK2 3' - 6"SKYLITE SK3 3' - 6"SKYLITE SK4 3' - 6"SKYLITE T 8' - 4" 9' - 10 1/4"MARVIN ULTIMATE T 8' - 4" 9' - 10 1/4"MARVIN ULTIMATE T 8' - 4" 9' - 10 1/4"MARVIN ULTIMATE T 4' - 0" 2' - 3 1/8"MARVIN ULTIMATE t 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE t 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE t 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE t 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE t 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE t 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE TR1 3' - 4" 4' - 4 7/8"MARVIN ULTIMATE TR2 4' - 6" 3' - 6 1/2"MARVIN ULTIMATE TR3 4' - 6" 2' - 9 1/2"MARVIN ULTIMATE TR4 3' - 4" 2' - 1 1/4"MARVIN ULTIMATE TR5 5' - 0" 5' - 11 3/4"MARVIN ULTIMATE TR5 5' - 0" 5' - 11 3/4"MARVIN ULTIMATE Trapezoid TR6 5' - 0" 5' - 1 3/4"MARVIN ULTIMATE TR6 5' - 0" 5' - 1 3/4"MARVIN ULTIMATE Trapezoid TR7 5' - 4" 4' - 1 11/16"MARVIN ULTIMATE TR7 5' - 4" 4' - 1 11/16"MARVIN ULTIMATE Trapezoid TR8 5' - 4" 3' - 3"MARVIN ULTIMATE Trapezoid TR8 5' - 4" 3' - 3"MARVIN ULTIMATE TR9 5' - 4" 2' - 4 1/4"MARVIN ULTIMATE Trapezoid TR9 5' - 4" 2' - 4 1/4"MARVIN ULTIMATE TR10 5' - 0" 1' - 4 3/4"MARVIN ULTIMATE TR10 5' - 0" 1' - 4 3/4"MARVIN ULTIMATE TR11 5' - 0" 0' - 6 3/4"MARVIN ULTIMATE TR11 5' - 0" 0' - 6 3/4"MARVIN ULTIMATE TR12 5' - 0" 4' - 8 1/8"MARVIN ULTIMATE TR16 5' - 0" 3' - 10 1/8"MARVIN ULTIMATE TR17 5' - 0" 2' - 10 7/8"MARVIN ULTIMATE TR18 5' - 0" 2' - 0 3/4"MARVIN ULTIMATE TR19 5' - 0" 1' - 2 3/4"MARVIN ULTIMATE TR20 4' - 0" 2' - 1 1/8"MARVIN ULTIMATE TR21 4' - 0" 1' - 4 5/8"MARVIN ULTIMATE TR22 4' - 0" 0' - 8"MARVIN ULTIMATE TT 3' - 4" 7' - 7 1/8" TT 3' - 4" 7' - 7 1/8" U 3' - 6" 7' - 11 1/8" U 3' - 6" 7' - 11 1/8" U 8' - 6" 2' - 3 1/8"MARVIN ULTIMATE u 9' - 0" 8' - 10 1/4"MARVIN ULTIMATE V 4' - 2" 2' - 3 1/8" V 4' - 2" 2' - 3 1/8" V 4' - 2" 2' - 3 1/8" V 4' - 2" 2' - 3 1/8" v 3' - 4" 9' - 10 1/4" w 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE w 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE X 3' - 6" 2' - 3 1/8"MARVIN ULTIMATE X 3' - 6" 2' - 3 1/8"MARVIN ULTIMATE X 4' - 2" 2' - 3 1/8"MARVIN ULTIMATE X 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE X 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE X 4' - 2" 2' - 3 1/8"MARVIN ULTIMATE X 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE y 3' - 2" 3' - 11 1/8"MARVIN ULTIMATE y 3' - 2" 3' - 11 1/8"MARVIN ULTIMATE y 3' - 2" 3' - 11 1/8"MARVIN ULTIMATE y 3' - 2" 3' - 11 1/8"MARVIN ULTIMATE y 3' - 2" 3' - 11 1/8"MARVIN ULTIMATE z 4' - 0" 6' - 0 7/8" z 5' - 0" 7' - 7 1/8"MARVIN ULTIMATE z 5' - 0" 7' - 7 1/8"MARVIN ULTIMATE Primary - Unit A Window Schedule Type Mark Width Height Description Manufacturer Comments A 3' - 0" 10' - 0"MARVIN ULTIMATE a 6' - 10" 11' - 3 1/8" B 9' - 4" 9' - 10 1/4"MARVIN ULTIMATE B 9' - 4" 9' - 10 1/4"MARVIN ULTIMATE b 4' - 0" 11' - 3 1/8"MARVIN ULTIMATE C 2' - 6" 5' - 7 1/8"MARVIN ULTIMATE C 2' - 6" 5' - 7 1/8"MARVIN ULTIMATE C 2' - 6" 5' - 7 1/8"MARVIN ULTIMATE C 2' - 6" 5' - 7 1/8"MARVIN ULTIMATE C 2' - 6" 5' - 7 1/8"MARVIN ULTIMATE C 2' - 6" 5' - 7 1/8"MARVIN ULTIMATE c 15' - 0" 9' - 10 1/4"MARVIN ULTIMATE c 3' - 4" 5' - 11 1/8"MARVIN ULTIMATE D 4' - 8" 2' - 3 1/8"MARVIN ULTIMATE D 4' - 8" 2' - 3 1/8"MARVIN ULTIMATE D 4' - 8" 2' - 3 1/8"MARVIN ULTIMATE D 4' - 8" 2' - 3 1/8"MARVIN ULTIMATE d 3' - 4" 5' - 11 1/8"MARVIN ULTIMATE D3 4' - 0" 9' - 9 3/8"MARVIN ULTIMATE dd 4' - 0" 2' - 9 1/8"MARVIN ULTIMATE E 3' - 8" 9' - 10 1/4"MARVIN ULTIMATE E 3' - 8" 9' - 10 1/4"MARVIN ULTIMATE e 7' - 6" 9' - 0"MARVIN ULTIMATE ee 2' - 0" 9' - 10 1/4" F 3' - 8" 2' - 3 1/8"MARVIN ULTIMATE F 3' - 8" 2' - 3 1/8"MARVIN ULTIMATE f 7' - 6" 9' - 0"MARVIN ULTIMATE ff 5' - 4" 5' - 6 1/8"MARVIN ULTIMATE G 4' - 0" 2' - 3 1/8"MARVIN ULTIMATE g 6' - 6" 9' - 0"MARVIN ULTIMATE H 5' - 4" 7' - 11 1/8"MARVIN ULTIMATE H 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE H 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE H 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE H 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE h 6' - 6" 9' - 0"MARVIN ULTIMATE I 5' - 0" 7' - 11 1/8"MARVIN ULTIMATE I 5' - 0" 7' - 11 1/8"MARVIN ULTIMATE I 5' - 0" 7' - 11 1/8"MARVIN ULTIMATE I 5' - 4" 1' - 11 1/8"MARVIN ULTIMATE I 5' - 0" 7' - 11 1/8"MARVIN ULTIMATE I 5' - 0" 7' - 11 1/8"MARVIN ULTIMATE I 5' - 0" 7' - 11 1/8"MARVIN ULTIMATE i 8' - 0" 8' - 0"MARVIN ULTIMATE J 8' - 0" 9' - 10 1/4"MARVIN ULTIMATE j 8' - 0" 8' - 9 1/8"MARVIN ULTIMATE K 6' - 6" 7' - 11 1/8"MARVIN ULTIMATE K 5' - 0" 1' - 11 1/8"MARVIN ULTIMATE k 8' - 0" 9' - 0"MARVIN ULTIMATE L 2' - 6" 1' - 11 1/8"MARVIN ULTIMATE L 2' - 6" 1' - 11 1/8"MARVIN ULTIMATE l 6' - 6" 8' - 9 1/8"MARVIN ULTIMATE M 4' - 0" 1' - 11 1/8"MARVIN ULTIMATE M 4' - 0" 1' - 11 1/8"MARVIN ULTIMATE M 4' - 0" 1' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE m 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE N 6' - 6" 6' - 11 1/8"MARVIN ULTIMATE N 3' - 6" 1' - 11 1/8"MARVIN ULTIMATE N 3' - 6" 1' - 11 1/8"MARVIN ULTIMATE N 3' - 6" 1' - 11 1/8"MARVIN ULTIMATE N 3' - 6" 1' - 11 1/8"MARVIN ULTIMATE N 3' - 6" 1' - 11 1/8"MARVIN ULTIMATE n 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE n 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE n 3' - 4" 1' - 11 1/8"MARVIN ULTIMATE O 3' - 6" 6' - 11 1/8"MARVIN ULTIMATE O 3' - 6" 6' - 11 1/8"MARVIN ULTIMATE O 3' - 6" 6' - 11 1/8"MARVIN ULTIMATE o 3' - 4" 6' - 11 1/8"MARVIN ULTIMATE o 6' - 6" 8' - 0"MARVIN ULTIMATE No. Description Date 1/4" = 1'-0" 3 SKYLIGHT PLAN- W88 LIVING A 1/4" = 1'-0"1 SKYLIGHT PLAN-W89 MASTER A 06/19/23 GARAGE LEVEL - LOT 14 B 8139' - 0" b.1b.2 9' - 0"2' - 8 7/16"20' - 0"2' - 3 5/8" 25' - 0" Level 4 -8112' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" a W100 11' - 3 1/8"6' - 10" 4' - 4"2' - 6"8' - 9 1/8"2' - 6" Level 4 -8112' - 0" GARAGE LEVEL - LOT 14 B 8139' - 0" b W101 11' - 3 1/8"4' - 0" Level 4 -8112' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" B.2B.3 B.4 f W104 e W1052' - 6"6' - 6" 1' - 0" 6' - 6" 2' - 6" 19' - 0"2' - 6" 5' - 0" 7' - 6" 2' - 6" 5' - 0"9' - 0"MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" N h W106 g W1072' - 6"6' - 6" 1' - 0" 6' - 6" 2' - 6" 19' - 0"4' - 0"2' - 6" 9' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" UPPER LEVEL - LOT 14 B 8171' - 0" C W109 C W1085' - 7 1/8"2' - 4 7/8" 3' - 0" 5' - 7 1/8" 2' - 4 7/8" 19' - 0"2' - 6"8' - 0" 8' - 0"GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0"6' - 6"5' - 6" 2' - 6" 1' - 8 7/8" 6' - 3 1/8" 5' - 0" 5' - 6"21' - 0"k W112 i W111 j W110 Level 4 -8112' - 0"11' - 3 1/8"GARAGE LEVEL - LOT 14 B 8139' - 0" REC LEVEL - LOT 14 B 8149' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" B.2 B.3 B.4 B.1 2' - 7"6' - 5" 8' - 0" 1' - 8 7/8" 6' - 2 1/8" 2' - 7" 2' - 6" 4' - 1 1/4"2' - 4 3/4" 9' - 0"8' - 0" 1' - 8 7/8" 8' - 9 1/8" 2' - 6" 30' - 0"q W115 o W114 l W113 10' - 0"GARAGE LEVEL - LOT 14 B 8139' - 0" c W102 d W103 5' - 11 1/8"2' - 0 7/8" 8' - 0"3' - 4"3' - 4" 6' - 8" REC LEVEL - LOT 14 B 8149' - 0" A.3B.5 6' - 11 1/8"1' - 11 1/8" 8' - 10 1/4" 10' - 6" p W116 REC LEVEL - LOT 14 B 8149' - 0" S m W122 w W121 t W119 w W117 m W118 m W120 6' - 11 1/8"1' - 11 1/8" 8' - 10 1/4"3' - 4"3' - 4" 3' - 4" 10' - 0" REC LEVEL - LOT 14 B 8149' - 0" B.6 WINDOW NOTES: 1. FALL PROTECTION REQ'D FOR WINDOWS LESS THAN 24" ABOVE FLOOR LEVEL AND MORE THAN 6' - 0" ABOVE GRADE 2. MAX U-FACTOR .30 (TYP) MARVIN ULTIMATE LINE Direct Set Picture Windows U= .26 SHGC = .19 Operating Casements U= .28 SHGC = .19 Hinged Doors U= .28 SHGC = .17 Pocket MultiSlide U= .26 SHGC = .19 Corner Units U= .28 SHGC = .20 Non Pocketing Sliding Doors is same as Pocket 3. TEMPERED SAFETY GLASS TO BE PROVIDED WHERE REQUIRED BY CODE Project number Date Drawn by 8/17/2022 12:54:00 PMA601 EXT. WINDOW & DOOR GRAPHIC SCEDULE, SECONDARY - UNIT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD08.18.2022 Author 1/4" = 1'-0"1 W2.00 1/4" = 1'-0"2 W100 1/4" = 1'-0"3 W101 1/4" = 1'-0"4 W104 - W105 1/4" = 1'-0"5 W106 - W107 1/4" = 1'-0" 6 W108 - W109 1/4" = 1'-0"7 W110 - W112 1/4" = 1'-0"8 W113 - W115 1/4" = 1'-0"11 W102 - W103 1/4" = 1'-0"12 W116 1/4" = 1'-0"14 W117 - W122 1/4" = 1'-0"15 W123 - W124 No. Description Date 2 Revision 2 08.18.2022 2 06/19/23 DN DN UPPER LEVEL - LOT 14 B 8171' - 0" A.3B.7 B.5 2' - 9 1/8"0' - 11"8' - 0" 2" / 1'-0"11' - 8 1/8"4' - 0"4' - 0" 4' - 0"1' - 10 3/4" 13' - 10 3/4" qq W154 TR20 W155 TR21 W156 TR22 W157 MAIN LEVEL - LOT 14 B 8160' - 0" S t W132 m W133 6' - 11 1/8"1' - 11 1/8" 8' - 10 1/4"3' - 4" MAIN LEVEL - LOT 14 B 8160' - 0" A.7A.8 t W134 q W136 m W135 p W137 6' - 11 1/8"1' - 11 1/8" 8' - 10 1/4"2' - 2"3' - 4" 4' - 10 3/8"0' - 10" UPPER LEVEL - LOT 14 B 8171' - 0" B.9B.10 B.8 X W141 X W143 I W142 I W144 c W147 TR12 W145 TR16 W146 TR17 W148 TR18 W149 TR19 W1505' - 6 1/8"0' - 11" 7' - 11 1/8" 1' - 11 1/8" 16' - 3 3/8"5' - 0"5' - 0" 5' - 0" 0' - 9" 5' - 0" 5' - 0" 25' - 9"9' - 10 1/4"A.9 9' - 10 1/4"UPPER LEVEL - LOT 14 B 8171' - 0" O v W139 ff W140 5' - 6 1/8"0' - 11" 9' - 10 1/4" 16' - 3 3/8"ee W138 3' - 4"2' - 0" 5' - 4" UPPER LEVEL - LOT 14 B 8171' - 0" Q z W152 M W1516' - 0 7/8" 1' - 11 1/8" 2' - 9 1/8"0' - 11"8' - 0" 4' - 0" dd W153 R WINDOW NOTES: 1. FALL PROTECTION REQ'D FOR WINDOWS LESS THAN 24" ABOVE FLOOR LEVEL AND MORE THAN 6' - 0" ABOVE GRADE 2. MAX U-FACTOR .30 (TYP) MARVIN ULTIMATE LINE Direct Set Picture Windows U= .26 SHGC = .19 Operating Casements U= .28 SHGC = .19 Hinged Doors U= .28 SHGC = .17 Pocket MultiSlide U= .26 SHGC = .19 Corner Units U= .28 SHGC = .20 Non Pocketing Sliding Doors is same as Pocket 3. TEMPERED SAFETY GLASS TO BE PROVIDED WHERE REQUIRED BY CODE MAIN LEVEL - LOT 14 B 8160' - 0" B.7 u W131 8' - 10 1/4"9' - 0" MAIN LEVEL - LOT 14 B 8160' - 0" B.5 B.4 q o m W126 n W125 t W127 n W129 o W128 m W130 6' - 11 1/8"1' - 11 1/8" 8' - 10 1/4"3' - 4"3' - 4"0' - 11" 3' - 4" 10' - 11" UPPER LEVEL - LOT 14 B 8171' - 0" P y W158 y W159 4' - 0 7/8" 3' - 11 1/8"UPPER LEVEL - LOT 14 B 8171' - 0" B.3B.4 y W160 y W161 y W162 3' - 11 1/8"4' - 0 7/8" 8' - 0"3' - 2" 3' - 2"3' - 2" 1' - 2 5/8" B.6 B.7 B.5 P B.8 SKYLIGHT5' - 0"5' - 0" 3' - 6" 3' - 3 " SK3 W163 R M B.9 B.10 O N SKYLIGHT3' - 10 " 3' - 6" FIREPLACE14' - 0"SK4 Project number Date Drawn by 7/13/2022 5:03:01 PMA601.1 EXT. WIDOW AND DOOR GRAPHIC SCHEDULE - SECONDARY UNIT B 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 1/4" = 1'-0"1 W154 - W157 1/4" = 1'-0"2 W132 - W133 1/4" = 1'-0"3 W134-W137 1/4" = 1'-0"4 W141 - W150 1/4" = 1'-0"5 W138- W140 1/4" = 1'-0"6 W151 - W153 1/4" = 1'-0"9 W1311/4" = 1'-0" 10 W125 - W130 1/4" = 1'-0"11 W158 - W159 1/4" = 1'-0"12 W160 - W162 1/4" = 1'-0"7 SKYLIGHT PLAN - MASTER B 1/4" = 1'-0"8 SKYLIGHT PLAN-LIVING B 06/19/23 CEDAR WINDOW TRIM COVERED W/ PAINTED METAL FLASHING W/ HEMMED DRIP EDGE CEDAR TRIM COVERED W/ PAINTED METAL FLASHING W/ HEMMED DRIP EDGE; SLOPE TOP TO DRAIN WOOD SIDING RE: A/500 NAILING CLEAT BY JELD WEN COVE BEAD & DOW 790 SEALANT AROUND PERIMETER, TYP. INSULATED SHIM SPACE 2X WALL PER STRUCTURAL VAPROSHIELD WRB/AB, LAP O/ FLASHING & NAILING FIN 3/4" BATTENS, BLACK DOW 758 SEALANT CONT. AROUND PERIMETER OF WINDOW, TYP. WRB/AB & LIQUID FLASHING @ R.O. (PER MFGR) GRID RE: A500 FOR WALL ASSEMBLY INTERIOREXTERIOR 5/8" GWB0' - 3 5/8"0' - 3 5/8" WOOD SIDING SIDING; REF; A500 3/4" VERTICAL BATTENS, BLACK SHEATHING RE: STRUCTURAL WOOD TRIM ALL SIDES WRAPPED W/ SHEET METAL FLASHING, TYP.; SLOPE AT SILL SMF TO MATCH METAL SIDING FILL REMAINDER OF WALL W/ BIBS INSULATION SHIM SPACE ; USE LOW EXPANSION SPF (DOW GREAT STUFF) B/W SHIMS DOW 790 SEALANT CONT. AROUND PERIMETER OF WINDOW, TYP. DRYWALL RETURN @ TOP & SIDES WRB/AB & LIQUID FLASHING @ R.O. (PER MFGR) INTERIOR EXTERIOR GRID 0' - 3 9/16" METAL HEAD TRIM- METAL FLASHING W/ HEMMED DRIP EDGE SMF TO MATCH METAL SIDING NAILING CLEAT BY JELD WEN COVE BEAD & DOW 790 SEALANT AROUND PERIMETER, TYP. INSULATED SHIM SPACE 2X WALL PER STRUCTURAL VAPROSHIELD WRB/AB, LAP O/ FLASHING & NAILING FIN 3/4" VERTICAL BATTENS, BLACK DOW 758 SEALANT CONT. AROUND PERIMETER OF WINDOW, TYP. WRB/AB & LIQUID FLASHING @ R.O. (PER MFGR) METAL SILL TRIM -METAL FLASHING W/ HEMMED DRIP EDGE; SLOPE TOP TO DRAIN GRID 3/4" VERTICAL BATTENS, BLACK LINE OF WOOD SIDING BEYOND INTERIOR EXTERIOR METAL SIDING RE: A/500 FOR WALL ASSEMBLY REF: A/500 FOR WALL ASSEMBLY EXTERIOR WINDOW REF. SCHEDULE CORRUGATED METAL SIDING VAPOR RETARDER TRIM REF INTERIORS DWGS. 5/8" GWB BACKER ROD AND SEALANT INTERIOR METAL ANGLE TRIM WITH RETURN REF. A500 FOR FULL WALL ASSEMBLY MEMBRANE STRIP OVER J CHANNEL AND ANGLE TRIM BUTYL TAPE J CHANNEL METAL ANGLE TRIM Project number Date Drawn by 7/13/2022 5:03:02 PMA603 WINDOW DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 3" = 1'-0"1 WINDOW HEAD &SILL WOOD SIDING 3" = 1'-0"2 WINDOW JAMB-WOOD SIDING 3" = 1'-0" 3 WINDOW HEAD &SILL METAL SIDING 1 1/2" = 1'-0"4 WINDOW JAMB-METAL SIDING No. Description Date 06/19/23 STONE VENEER REF: ELEVATIONS SHEATHING PER STRUCTURAL NAILING FIN BY JELD WEN COVE BEAD & DOW 790 SEALANT AROUND PERIMETER, TYP. INSULATEED SHIM SPACE 2X WALL REF: STRUCT. DWGS. VAPROSHIELD WRB/AB, LAP O/ FLASHING & NAILING FIN DOW 758 SEALANT CONT. AROUND PERIMETER OF WINDOW, TYP. GRID STEEL ANGLE REF: STRUCT. DWGS. METAL/STEEL PLATE, SLOPE TOP METAL FLASHING STONE VENEER REF: ELEVATIONS WINDOW REF: SCHEDULE REF: A500 FOR WALL ASSEMBLY INTERIOREXTERIOR METAL FLASHING 0' - 3 1/2"0' - 0 1/4" 2X4 TREATED BLOCKING METAL WRAPPED 2x TREATED BLOCKING METAL/STEEL PLATE METAL FLASHING METAL/STEEL PLATE 0' - 3 1/2"METAL/STEEL PLATE STONE VENEER SHEATHING & FRAMING REF: STRUCT.DWGS. VAPROSHIELD WRB/AB & LIQUID FLASHING @ R.O. (PER MANUF.) CLOSED CELL BACKER ROD & DOW 790 SEALANT AROUND PERIMETER CLOSED CELL BACKER ROD & DOW 758 SEALANT B/W FRAME & WRB 2X WALL REF: STRUCT. DWGS. INTERIOR EXTERIOR INSULATED SHIM SPACE 0' - 3 1/2"METAL WRAPPED TREATED BLOCKING METAL/STEEL PLATE CEMENT PANELS RE: A500 FOR WALL ASSEMBLY PAINTED METAL FLASHING W/ HEMMED DRIP EDGE, 5/16" MIN. AIR SPACE COVE BEAD & DOW 790 SEALANT (WRB/AB) DELTA FASSADE S, LAP O/ FLASHING & NAILING FIN 1X CEDAR VERTICAL BATTENS, COVER W/ EPDM PAINTED SMF W/ HEMMED DRIP EDGE, SLOPE TO DRAIN DELTA WRB/AB W/ DELTA ADHESIVE & FLASHING @ R.O. (PER MFGR) COVE BEAD & DOW 790 SEALANT DOW 758 SEALANT CONT. AROUND PERIMETER OF WINDOW, TYP. GRID INTERIOREXTERIOR CEMENT PANEL SIDING REF; A500 SHEATHING RE: STRUCTURAL FILL REMAINDER OF WALL W/ BIBS INSULATION SHIM SPACE ; USE LOW EXPANSION SPF (DOW GREAT STUFF) B/W SHIMS DRYWALL RETURN @ TOP & SIDES WRB/AB & LIQUID FLASHING @ R.O. (PER MFGR) INTERIOR EXTERIOR GRID METAL FURRING STRIPS, RAIL & HANGER SYSTEM O/ DELTA FASSADE S WRB COVE BEAD & DOW 790 SEALANT DELTA WRB/AB W/ DELTA ADHESIVE & FLASHING @ R.O. (PER MFGR) Project number Date Drawn by 7/13/2022 5:03:04 PMA604 WINDOW DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 3" = 1'-0"1 WINDOW HEAD & SILL-STONE VENEER 3" = 1'-0"2 WINDOW JAMB-STONE VENEER 3" = 1'-0"3 WINDOW HEAD & SILL-CEMENT PANEL 3" = 1'-0"4 WINDOW JAMB-CEMENT PANEL No. Description Date 06/19/23 UPPER LEVEL - LOT 14 8190' - 0" H DINING 78 0' - 4"WATEPROOF MEMBRANE WRAP UNDER DOOR THRESHOLD SILL PAN, END DAMS AND BACK DAM SET INTO 2 BEADS OF COMPATIBLE SEALANT OVER WATERPROOF MEMBRANE DOOR REF: WINDOW SCHEDULE FLOOR FRAMING REF: STRUCTURAL DWGS. EXTERIOR FLOOR EXPANSION JOINT FINISH FLOOR REF: DRAWINGS 0' - 11 1/4"1' - 2"1' - 0" 0' - 6" FOUNDATION WALL REF: STRUCT. DWGS. EXTERIOR INTERIOR UPPER LEVEL - LOT 14 8190' - 0" K WATEPROOF MEMBRANE WRAP UNDER DOOR THRESHOLD SILL PAN, END DAMS AND BACK DAM SET INTO 2 BEADS OF COMPATIBLE SEALANT OVER WATERPROOF MEMBRANE DOOR REF: WINDOW SCHEDULE FINISH FLOOR REF: DRAWINGS FLOOR FRAMING REF: STRUCT. DWGS. EXTERIORINTERIOR 0' - 4"UPPER LEVEL - LOT 14 8190' - 0" 3 0' - 4 1/4"0' - 1"WATEPROOF MEMBRANE WRAP UNDER DOOR THRESHOLD SILL PAN, END DAMS AND BACK DAM SET INTO 2 BEADS OF COMPATIBLE SEALANT OVER WATERPROOF MEMBRANE DOOR REF: WINDOW SCHEDULE EXTERIOR FLOOR EXPANSION JOINT FINISH FLOOR REF: DRAWINGS FLOOR FRAMING REF: STRUCT. DWGS. FOUNDATION WALL REF: STRUCT. DWGS. EXTERIOR INTERIOR H 1 A307 0' - 1 1/2"0' - 11 1/4" DINING 78 WINDOW REF: SCHEDULE ROLLER SHADE REF: A/V FOR SIZE AND TYPE METAL SIDING REF: A303 FOR DETAILS MULTI-SLIDE DOOR REF: SCHEDULE 0' - 1 3/8" 0' - 1" STEEL BEAM REF: STRUCT. DWGS. EXTERIOR INTERIOR 8221' - 2 3/8" K SLIDING PATIO DOOR REF: SCHEDULE ROLLER SHADE REF: A/V FOR SIZE AND TYPE METAL SIDING REF: A303 FOR DETAILS ROOF FRAMING REF: STRUCT. DWGS. ROLLER SHADE REF: A/V FOR SIZE AND TYPE CEILING REF: RCP'S METAL SIDING PARAPET REF:2/A504 EXTERIOR 0' - 7 1/4" 8200' - 2 1/4" 3 WINDOW REF: SCHEDULE ROLLER SHADE REF: A/V FOR SIZE AND TYPE METAL SIDING REF: A303 FOR DETAILS SLIDING PATIO DOOR REF: SCHEDULE STEEL BEAM REF: STRUCT. DWGS. ROLLER SHADE REF: A/V FOR SIZE AND TYPE REMOVABLE METAL SHADE TRIM PAINTED TO MATCH DRYWALL OR WOOD TRIM REMOVABLE METAL SHADE TRIM PAINTED TO MATCH DRYWALL OR WOOD TRIM 0' - 1" 0' - 1" 0' - 7 1/8" EXTERIOR INTERIOR 8200' - 2 1/2" Project number Date Drawn by 7/13/2022 5:03:07 PMA605 SLIDING DOOR HEAD / SILL DETAILS "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 JNS No. Description Date 1 1/2" = 1'-0"1 DOOR THRESHOLD-LIVING ROOM "A" 1 1/2" = 1'-0"3 DOOR THRESHOLD-STAIR "A" 1 1/2" = 1'-0"4 DOOR THRESHOLD-MASTER BEDROOM "A" 1 1/2" = 1'-0"2 DOOR HEAD-LIVING ROOM "A" 1 1/2" = 1'-0"5 DOOR HEAD-STAIR "A" 1 1/2" = 1'-0"6 DOOR HEAD-MASTER BEDROOM "A" 06/19/23 UPPER LEVEL - LOT 14 B 8171' - 0" O WATEPROOF MEMBRANE WRAP UNDER DOOR THRESHOLD SILL PAN, END DAMS AND BACK DAM SET INTO 2 BEADS OF COMPATIBLE SEALANT OVER WATERPROOF MEMBRANE DOOR REF: WINDOW SCHEDULE EXTERIOR FLOOR EXPANSION JOINT FINISH FLOOR REF: DRAWINGS FOUNDATION WALL REF: STRUCT. DWGS. FLOOR FRAMING REF: STRUCT. DWGS. LIVING ROOM 404 0' - 11 1/4"0' - 4" 0' - 1"O 0' - 1 1/2" 0' - 11 1/4" WINDOW REF: SCHEDULE ROLLER SHADE REF: A/V FOR SIZE AND TYPE METAL SIDING REF: A303 FOR DETAILS MULTI-SLIDE DOOR REF: SCHEDULE STEEL BEAM REF: STRUCT. DWGS. ROLLER SHADE REF: A/V FOR SIZE AND TYPE OPTIONAL CENTOR SCREEN LIVING ROOM 404 8202' - 2 3/8" UPPER LEVEL - LOT 14 B 8171' - 0" MASTER BEDROOM 405 WATEPROOF MEMBRANE WRAP UNDER DOOR THRESHOLD SILL PAN, END DAMS AND BACK DAM SET INTO 2 BEADS OF COMPATIBLE SEALANT OVER WATERPROOF MEMBRANE DOOR REF: WINDOW SCHEDULE EXTERIOR FLOOR FINISH FLOOR REF: DRAWINGS 0' - 4"R MASTER BEDROOM 405 WINDOW REF: SCHEDULE ROLLER SHADE REF: A/V FOR SIZE AND TYPE METAL SIDING REF: A500 FOR DETAILS SLIDER W/ INTEGRAL SCREEN REF: SCHEDULE STEEL BEAM REF: STRUCT. DWGS. ROLLER SHADE REF: A/V FOR SIZE AND TYPE 0' - 7 1/4" 8200' - 4 3/8" R Project number Date Drawn by 7/13/2022 5:03:10 PMA606 SLIDING DOOR HEAD/SILL DETAILS "B" 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 1 1/2" = 1'-0"1 DOOR THRESHOLD-LIVING ROOM "B" 1 1/2" = 1'-0"2 DOOR HEAD-LIVING ROOM "B" 1 1/2" = 1'-0"3 DOOR THRESHOLD-MASTER BEDROOM B 1 1/2" = 1'-0"4 DOOR HEAD-MASTER BEDROOM B 06/19/23 UPPER LEVEL - LOT 14 8190' - 0" 3 0' - 4"EXTERIOR INTERIOR WATEPROOF MEMBRANE WRAP UNDER WINDOW SILL SILL PAN, END DAMS AND BACK DAM SET INTO 2 BEADS OF COMPATIBLE SEALANT OVER WATERPROOF MEMBRANE WINDOW REF: WINDOW SCHEDULE EXTERIOR FLOOR FINISH FLOOR REF: DRAWINGS FLOOR FRAMING REF: STRUCT. DWGS. Project number Date Drawn by 7/13/2022 5:03:12 PMA608 WINDOW SILL DETAILS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 3" = 1'-0"1 WINDOW SILL @ DECK 06/19/23 Project number Date Drawn by 7/13/2022 5:07:59 PMA900 RENDERED PERSPECTIVE VIEWS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 06/19/23 Project number Date Drawn by 7/13/2022 5:08:00 PMA901 RENDERED PERSPECTIVE VIEWS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 06/19/23 Project number Date Drawn by 7/13/2022 5:09:51 PMA902 PERSPECTIVE VIEWS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 3 OVERALL VIEW 3 No. Description Date 06/19/23 8188' - 5 1/8" Project number Date Drawn by 7/13/2022 5:11:30 PMA903 AXONOMETRIC VIEWS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 2 AXON 2 3 AXON 3 4 AXON 4 5 AXON 1 No. Description Date 06/19/23 Project number Date Drawn by 7/13/2022 5:12:54 PMA904 PERSPECTIVE VIEWS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 06/19/23 Project number Date Drawn by 7/13/2022 5:12:56 PMA905 PHOTOS OF EXISTING SITE 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 06/19/23 Project number Date Drawn by 7/13/2022 5:16:05 PMA906 PERSPECTIVE VIEWS-DRIVEWAY 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author 1 VIEW IN FRONT OF DRIVEWAY 2 VIEW BELOW SECOND BRIDGE 3 VIEW COMING UP DRIVEWAY No. Description Date 4 OVERALL VIEW 1 Copy 1 06/19/23 Project number Date Drawn by 7/13/2022 5:17:37 PMA907 PERSPECTIVE/RENDERING VIEWS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author No. Description Date 06/19/23 A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 Project number Date Drawn by 7/13/2022 5:17:39 PMA908 COLOR BOARD 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author WINDOW-COMBINATION MARVIN ULTIMATE COLLECTION -EBONY OTIIMA 38 SERIES BLACK FLAT ROOF FASCIA 2 PART METAL TRIM ("BLACK") WOOD TO MATCH WOOD SIDING A B C E D R1 R2 BOULDER WALL-OKLAHOMA ARKANSAS SURFACE ROCK BEAMS PR PR SITE WALL-STEEL (TO MATCH ALL METAL) AND STONE No. Description Date 06/19/23 A B C D E W EF WOOD SIDING WOOD SLAT SIDING FIBER CEMENT PANELS STONE VENEER METAL SIDING WINDOWS EXTERIOR FLOORING 1/A500 2/A500 3/A500 4/A500 2/A505 A600 SERIES FINISH SCHEDULE- EXTERIOR WALLS-REF: A908 A909 FOR MATERIAL BOARD EQUITONE FIBER CEMENT PANELS TECTIVA TE20 4X10 MAX SIZE KO' AVALON COLLECTION BRIDGERSTEEL 7/8" CORRUGATED 22GAUGE METAL PANEL "MATTE BLACK", "BRONZE" 1x4 HORIZONTAL WHITE ASH OR ACCOYA OPEN JOINT VERTICAL SEAM EVERY 6'-0" OR AT WINDOWS/DOORS WHITE ASH OR ACCOYA VERTICAL WOOD OPEN JOINT TRELLIS AS ACCENT R1 METAL STANDING SEAM ROOF/WALL R2 BALLAST- SHEFFIELD METALS 24 GA. "MATTE DARK BRONZE" 1.5" SNAPLOCK WHITE RIVER ROCK MARVIN ULTIMATE COLLECTION CLAD WINDOW SYSTEM SYNC. GREY OR WALKS 1.0 SOFT GREY/BEIGE PR ALL RAILINGS/PLANTER WALLS STEEL DARK BRONZE/ BLACK LOCAL METALSMITH F ALL ROOF FASCIA /DECK/ WALL TRIM "DARK BRONZE/BLACK LOCAL METALSMITH SITE WALLS MIXTURE OF KONA AVALON STONE SITE WALLS W/ METAL/STEEL TO MATCH ALL METALSW 5/A504 7/A504 6/A504 3/A504 A908 Project number Date Drawn by 7/13/2022 5:17:40 PMA909 MATERIAL SPECIFICATIONS 816 W. FOREST ROADEnter address here816 W. FORESTROAD07.14.2022 Author E-METAL SIDINGD-STONE VENEER C-FIBER CEMENT PANEL W-WINDOWS EF-EXTERIOR PATIO FLOOR 1/2" = 1'-0" FINISH SCHEDULE- EXTERIOR WALLS COLOR BOARD A-B-WOOD No. Description Date 06/19/23 PARCEL 15 PARCEL 14 NOT A PART 14A 15A SURVEY CERTIFICATION SURVEYOR'S NOTES LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO AMENDED FINAL PLAT VAIL VILLAGE, SIXTH FILING THIRD AMENDMENT A RESUBDIVISION OF LOTS 14 AND 15 SHEET 1 OF 1 COUNTY CLERK AND RECORDER'S CERTIFICATE CERTIFICATION OF DEDICATION AND OWNERSHIP CERTIFICATION OF DEDICATION FOR MORTGAGE OR DEED OF TRUST HOLDER CERTIFICATE OF TAXES PAID TITLE CERTIFICATE ADMINISTRATOR CERTIFICATE DETAIL PLANNING & ENVIRONMENTAL COMMISSION CERTIFICATE 06/19/23 94.97%88.44%57.13%12. 0 %10.1%PROPERTY LINEPROPER T Y L I N E SETBACK2:11 0.0%1.0%4:12610 FG 2622 FG 2634 FG 2533 FG 2521 FG 2509 FG 2355 FG 2379 FG 12.0%12.0%BRIDGE FOOTING, TYP.LODLODLODLODL O D LO D LO D LODL O D L O D LODLOD LODL O D LOD LODLOD LOD LOD LODLOD LODLODLODLOD185.03%122.84%58.75%41.26%58.44%90.78%37.74%55.58%5:1 2:18.0%9.0%10.5%8.8%2.0' BUFFER FROM RETAINING WALL TO PROPERTY LINE UNIT B UNIT A PROPERTY LINESETBACK4.0'3:16:13:13:12:13:1 10.0%1 0.0%1.0%2:13:1 2.0% 2.0 % 2367 FG 2108 FG 2096 FG 2084 FG 1847 FG 1859 FG 18 71 FG 1688 FG 1676 FG 1664 FG 1519 FG 1416 FG 1428 FG 14 40 FG 1531 FG 1543 FG WWW WW W W 8200 26 HP 8183 56 FG 8189 50 FG 8177 21 FG 8177 50 FG 8173 50 FG 8159 25 FG 8159 25 FG 8200 66 FG 8199 44 FL 8145 00 FG 8145 00 FG 8139 00 FG 8139 00 FG 8141 00 FG 8159 25 FG 8170 50 FG 8170 50 FG 8177 50 FG 8177 50 FG 8177 50 FG 8200 66 FG 8168 73 FG 8142 73 FG 8140 89 FG 8170 50 FG 8147 14 FG 8199 41 FL 8200 66 FG 8170 16 FG 8183 53 FG PROP. RELOCATED FIRE HYDRANT EX. FIRE HYDRANT TO BE RELOCATED PROP. 39.2 LF FIRE LINE EX. FIRE LINE TO BE REMOVED AND CAPPED AT MAIN PROP. 18" FES ME/INV. = 8110.45 BRIDGE EXTENTS PROP. STORM INLET TO TIE INTO PERIMETER DRAIN (SEE ARCH PLANS) TWO (2) 6" STEPS TOP EL = 38.93 BOS EL = 37.91 PROP. TYPE C INLET TO REPLACE EXISTING 18" FLARED END SECTION PROP RIM = 8110.70 PROP INV. SE = 8108.18 EXIST. INV. NW = 8108.0 (CONTRACTOR TO VERIFY ELEV. & LOCATION OF EXISTING FES) EXISTING 18" HDPE STORM PIPE TO REMAIN PROP. 18" CULVERT BRIDGE FOOTING, TYP.812481 2 6 TW/BW 28.00 TW 34.42 BW 28.42 TW 38.65 BW 32.65 TW 37.24 BW 31.24 TW/BW 40.26 TW/BW 35.23 TW 41.42 BW 35.42 TW 38.40 BW 32.74 TW 49.98 BW 43.98 TW/BW 40.26 TW/BW 35.23 TW 41.42 BW 35.42 TW 42.98 BW 36.98 TW 43.70 BW 37.70 TW 50.03 BW 44.03 TW 52.07 BW 46.07 TW 38.14 BW 34.60 TW 39.90 BW 36.37 TW 40.41 BW 39.41 TW 44.74 BW 38.74 8118811681208122TW/BW 29.87 TW 24.65 BW 18.65 TW 24.65 BW 18.65 TW 24.15 BW 18.15 TW 90.97 BW 96.97 TW 00.66 BW 99.58 TW/BW 19.67 TW 09.20 BW 03.20 TW 16.70 BW 10.70 TW 22.30 BW 18.20 TW 06.91 BW 00.91 TW 14.41 BW 08.41 TW 19.75 BW 15.91 TW 07.44 BW 01.44 TW 14.89 BW 08.89 TW 18.60 BW 16.29 TW 23.04 BW 17.04 TW 21.58 BW 15.58 TW 14.53 BW 20.53 TW 28.89 BW 27.04 TW/BW 17.71 TW 55.00 BW 49.00 TW 53.05 BW 47.05 TW/BW 49.94 TW/BW 46.66 TW 47.00 BW 41.00 TW 45.68 BW 40.05 TW 46.36 BW 40.36 TW/BW 73.94 TW/BW 54.65 TW 72.44 BW 66.44 TW 77.61 BW 71.61 TW 03.94 BW 97.94 TW 96.14 BW 90.14 TW/BW 06.35 TW/BW 09.45 TW 85.11 BW 79.11 TW 62.40 BW 56.40 TW 86.87 BW 80.87 TW 94.37 BW 88.37 TW 32.79 BW 26.79 TW 34.20 BW 30.20 TW/BW 34.20 TW/BW 34.38 TW/BW 71.67 TW 71.83 BW 65.83 TW/BW 62.85 TW 75.26 BW 71.26 TW 62.31 BW 68.31 TW 61.31 BW 55.31 TW 54.31 BW 50.28 TW 50.20 BW 46.20 TW 88.54 BW 82.54 TW 94.52 BW 89.52 TW 00.66 BW 95.45 TW 79.31 BW 75.34 TW 83.50 BW 77.50 TW 82.97 BW 77.17 TW/BW 76.88 TW 83.50 BW 77.50 TW 80.00 BW 77.00 816 FOREST (PHASE 2) UNIT B UNIT A 826 FOREST (PHASE 3) 8140 8138 8136 81 30 8136 8140 8130 LIMITS OF DISTURBANCE BRIDGE (PHASE 1) PROP. STORM INLET TO TIE INTO PERIMETER DRAIN (SEE ARCH PLANS) TW 12.12 BW 06.12 TW 02.87 BW 96.87 TW 95.87 BW 89.87 TW/BW 79.65 TW 86.00 BW 80.00 TW 81.06 BW 75.06 TW 64.72 BW 58.72 TW/BW 55.27 TW 05.12 BW 01.03 TW 03.59 BW 97.59 TW 11.09 BW 05.09 TW 12.59 BW 18.59 TW 26.09 BW 20.09 TW 31.30 BW 27.59 TW 07.20 BW 01.20 TW 00.11 BW 97.62 TW 14.70 BW 08.70 TW 22.20 BW 16.20TW 28.78 BW 23.70 TW/BW 26.96 TW 25.26 BW 19.26 TW 17.76 BW 11.76 TW 10.26 BW 04.26 TW/BW 23.00 TW 24.31 BW 21.28 TW 19.78 BW 13.78 TW 12.28 BW 06.28 TW 10.56 BW 04.56 TW 18.06 BW 12.06 TW 07.62 BW 01.62 TW 15.12 BW 09.12 TW 50.23 BW 44.23 TW 56.83 BW 50.83 TW 64.18 BW 58.18 TW 84.22 BW 78.22 TW 90.81 BW 84.81 TW 90.95 BW 96.95 TW 93.31 BW 87.31 TW 88.75 BW 83.25 TW/BW 82.99 TW 54.40 BW 48.40 TW 48.28 BW 42.28 PROP. STORM INLET TO TIE TO PERIMETER DRAIN (SEE ARCHITECTURAL PLANS) TW 72.33 BW 66.33 VARIES(3:1 MAX) VARIES (6.0' MAX) VARIES (6.0' MAX) SEE STRUCTURAL PLANS FOR RETAINING WALL DETAILS 4.0' MIN. 2:1 VARIES (6.0' MAX) VARIES (6.0' MAX) SEE STRUCTURAL PLANS FOR RETAINING WALL DETAILS 4.0' MIN. VARIES(3:1 MAX) VARIES(3:1 MAX) 2:1 2:1 12.0%LODLODL O D LODL O D LODLODLOD LOD LOD LODLOD 2.0%8199 44 FL 8145 8168 73 FG 8170 16 FG TW 84.13 BW 78.13 TW 84.61 BW 90.61 TW 91.99 BW 91.99 TW 90.61 BW 84.61 TW 96.76 BW 90.76 TW 04.36 BW 98.36 TW 11.93 BW 05.93 TW 19.50 BW 13.50 TW 27.07 BW 21.07 TW 34.64 BW 28.64 TW 84.22 BW 78.22 TW 90.81 BW 84.81 TW 96.95 BW 90.95 TW 64.18 BW 58.18 TW 56.83 BW 50.83 TW 50.23 BW 44.23 TW 72.33 BW 66.33 TW 56.79 BW 50.95 TW 64.06 BW 58.06 TW 75.26 BW 71.26 TW 62.31 BW 68.31 TW 61.31 BW 55.31 TW 54.31 BW 50.28 TW 50.20 BW 46.20 TW 88.54 BW 82.54 TW 94.52 BW 89.52 TW 00.66 BW 95.45 TW 79.31 BW 75.34 TW 14.97 BW 09.80 TW 19.25 BW 16.06 TW 08.63 BW 02.65 TW 02.58 BW 96.58 TW 01.40 BW 95.45 TW 94.48 BW 89.40 TW 88.37 BW 82.37 TW 79.33 BW 75.09 TW 74.52 BW 68.52 TW 74.97 BW 69.68 TW 66.77 BW 61.49 TW 77.98 BW 73.42 TW 81.48 BW 77.79 TW 79.80 BW 73.80 TW 83.07 BW 80.55 TW 89.97 BW 83.97 TW 96.28 BW 90.28 TW 04.84 BW 98.84 TW 11.69 BW 05.69 TW 18.54 BW 12.54 TW 25.39 BW 19.39 TW 27.09 BW 31.44 TW 60.99 BW 56.43 TW 56.02 BW 50.02 TW 48.81 BW 42.81 NORTHSCALE: 1" = 0 20' 40' 60' 20' SITE ADDRESS: PREPARED FOR: DWN: CHKD: JOB NO. NO.REVISIONNO. NAME ORG. SUBM. DATE CJD LAO 09/07/2022 EV20127816 & 826 WEST FOREST ROADVAIL, CO 81657K.H. WEBB ARCHITECTS710 WEST LIONSHEAD CIRCLE, UNIT AVAIL, CO 81657816 W. FOREST RD GRADING PLAN 816 W. FOREST ROAD LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO G R A D I N G P L A N UNIT A: · GARAGE F.F.E. = 8145.00 · REC. LEVEL F.F.E. = 8160.00 · MAIN LEVEL F.F.E. = 8175.00 · UPPER LEVEL F.F.E. = 8190.00 UNIT B: · GARAGE F.F.E. = 8139.00 · REC. LEVEL F.F.E. = 8149.00 · MAIN LEVEL F.F.E. = 8160.00 · UPPER LEVEL F.F.E. = 8171.00 C102.A GRADING PLAN NOTES: 1. CONTOURS ARE SHOWN IN 2' INTERVALS. 2. PROPOSED DASHED CONTOURS ARE SHOWN OVER THE BRIDGE/ CANTILEVERED ROAD FEATURES. SOLID CONTOURS UNDERNEATH REPRESENT THE GRADES UNDER THE BRIDGES. 3. THE ENTIRETY OF THE PAVED DRIVEWAY SURFACE WITHIN THE SUBJECT PROPERTY WILL BE HEATED. THE BRIDGED PORTIONS AND ANY PAVEMENT WITHIN TOWN ROW WILL NOT BE HEATED. 4. THE TOTAL PAVED DRIVE SURFACE TOTALS 10,700 SF. 10% (SINCE HEATED) OF THAT AREA IS REQUIRED FOR SNOW STORAGE, TOTALING AT LEAST 1,070 SF OF STORAGE. PER THIS PLAN 1,100 SF CUMULATIVE TOTAL IS PROVIDED (SHADED AREAS). TOTAL PHASE 2 LIMIT OF DISTURBANCE = 0.73 ACRES TYPICAL RETAINING WALL SECTION SCALE: 1" = 5' SEE STRUCTURAL DRAWINGS SEE PERMANENT EARTH RETENTION DRAWINGS BOULDER WALL RETAINING WALL LEGEND NORTHSCALE: 1" = 0 10' 20' 30' 10' RETAINING WALL SECTION PER HATCH: (SEE PLAN VIEW FOR LOCATIONS SCALE: 1" = 5' 06/19/23 WW WW W W LODLODLODLODLODLODLODLODLOD LOD L O D LOD LODLOD LOD LOD LOD LOD LODLODLODLODPROP. RELOCATED FIRE HYDRANT EX. FIRE HYDRANT TO BE RELOCATED PROP. 39.2 LF FIRE LINE EX. FIRE LINE TO BE REMOVED AND CAPPED AT MAIN PROP. 18" FES ME/INV. = 8110.45 42.57%52.7 5 % 61.17%94.97%185.03%122.84%58.75%41 .26%58.44%90.78%88.44%37.74%57.13%55.58%5: 1 2:112. 0 %10.1%8.0%9.0%10. 5%8.8%BRIDGE FOOTING, TYP. BRIDGE EXTENTS 2.0' BUFFER FROM RETAINING WALL TO PROPERTY LINE UNIT B UNIT A PROPERTY LINEPROPERTY LINEPROPER T Y L I N E SETBACKSETBACKLIMITS OF DISTURBANCE (TYP.) 4.0' PROP. STORM INLET PROP. STORM INLET2:13:16:13:13 :12:13: 1 10.0 % 10.0%10.0%1.0%1.0%4:12:14:1TWO (2) 6" STEPS TOP EL = 38.93 BOS EL = 37.91 3:1 8200 26 HP 8183 56 FG 8189 50 FG 8177 21 FG 8177 50 FG 8173 50 FG 8159 25 FG 8159 25 FG 8200 66 FG 8199 44 FL 8145 00 FG 8145 00 FG 8139 00 FG 8139 00 FG 8141 00 FG 8159 25 FG 8170 50 FG 8170 50 FG 8177 50 FG 8177 50 FG 8177 50 FG 8200 66 FG 8161 00 FG 8142 73 FG 8140 89 FG 8170 50 FG 8147 14 FG 8199 41 FL 8200 66 FG 2.0% 2.0 % 8130 813 6 8144812 0 8114 8112 8116 8112 8 1 1 4 8116 8120 81 70 8210 8138 821 0818681488 1 8 0 8170 8118811681208122812481 2 6 2610 FG 2622 FG 2634 FG 2533 FG 2521 FG 2509 FG 2355 FG 2367 FG 2379 FG 2108 FG 2096 FG 2084 FG 1847 FG 18 59 FG 18 71 FG 1688 FG 1676 FG 1664 FG 1519 FG 1416 FG 1428 FG 14 40 FG 1531 FG 15 43 FG 8165 00 FG PROP. TYPE C INLET TO REPLACE EXISTING 18" FLARED END SECTION PROP RIM = 8110.70 PROP INV. SE = 8108.18 EXIST. INV. NW = 8108.0 (CONTRACTOR TO VERIFY ELEV. & LOCATION OF EXISTING FES) EXISTING 18" HDPE STORM PIPE TO REMAIN PROP. 18" CULVERT BRIDGE FOOTING, TYP. TW/BW 29.87 TW 24.65 BW 18.65 TW/BW 90.94 TW/BW 82.00 TW 54.92 BW 48.92TW 62.82 BW 56.82 TW 69.32 BW 63.32 TW/BW 66.00 TW 49.63 BW 43.63 TW 57.53 BW 51.53 TW 46.12 BW 40.12 TW 53.05 BW 47.05 TW 61.05 BW 55.05 TW/BW 54.00 TW/BW 44.00 TW/BW 28.00 TW 24.65 BW 18.65 TW 24.15 BW 18.15 TW 54.02 BW 48.02TW 61.92 BW 55.92 TW 90.97 BW 96.97 TW 00.66 BW 99.58 TW/BW 19.67 TW 09.20 BW 03.20 TW 16.70 BW 10.70 TW 22.30 BW 18.20 TW 06.91 BW 00.91 TW 14.41 BW 08.41 TW 19.75 BW 15.91 TW 07.44 BW 01.44 TW 14.89 BW 08.89 TW 18.60 BW 16.29 TW 23.04 BW 17.04 TW 21.58 BW 15.58 TW 14.53 BW 20.53 TW 28.89 BW 27.04 TW/BW 17.71 TW 77.22 BW 71.22 TW 52.92 BW 46.92 TW 60.82 BW 54.82 TW 69.82 BW 63.82 TW 45.15 BW 39.15 TW/BW 36.00 TW 48.66 BW 45.50 TW 38.23 BW 36.63 TW 55.00 BW 49.00 TW 53.05 BW 47.05 TW/BW 49.94 TW/BW 46.66 TW 47.00 BW 41.00 TW 45.68 BW 40.05 TW 46.36 BW 40.36 TW 50.20 BW 46.20 TW 54.28 BW 50.28 TW 56.92 BW 54.42 TW 88.52 BW 82.52 TW 94.60 BW 88.60 TW/BW 19.42 TW/BW 16.17 TW/BW 13.14 TW/BW 09.52 TW 00.66 BW 95.66 TW 61.00 BW 57.00 TW 74.22 BW 68.22 TW 81.35 BW 75.35 TW 84.34 BW 78.34 TW 77.09 BW 71.09 TW 70.09 BW 65.09 TW 67.40 BW 61.40 TW 95.65 BW 89.65 TW 20.72 BW 96.72 TW 05.34 BW 99.34 TW 10.23 BW 05.05 TW 00.94 BW 06.94 TW 14.39 BW 08.39 TW 19.36 BW 15.84 TW/BW 73.94 TW/BW 54.65 TW 72.44 BW 66.44 TW 77.61 BW 71.61 TW 03.94 BW 97.94 TW 96.14 BW 90.14 TW/BW 06.35 TW/BW 09.45 TW 85.11 BW 79.11 TW 62.40 BW 56.40 TW 86.87 BW 80.87 TW 94.37 BW 88.37 TW 32.79 BW 26.79 TW 46.70 BW 40.70 TW 34.20 BW 30.20 TW/BW 34.20 TW/BW 34.38 TW 44.69 BW 38.69 TW 34.42 BW 28.42 TW 47.39 BW 41.39 TW 79.95 BW 73.95 TW 71.70 BW 65.70 TW 63.60 BW 57.60 TW 55.50 BW 49.50 TW 03.80 BW 97.80 TW 95.50 BW 89.50 TW 87.80 BW 81.80 TW/BW 04.00 TW/BW 95.17 TW 07.71 BW 04.30 TW 98.58 BW 92.58 TW/BW 71.67 TW 71.83 BW 65.83 TW/BW 62.85 TW 40.14 BW 34.14 TW 38.65 BW 32.65 TW 37.24 BW 31.24 8183 56 FG TW 83.50 BW 77.50 TW 82.97 BW 77.17 TW/BW 76.88 TW 83.50 BW 77.50 TW 80.00 BW 77.00 VA R I ES(2:1 MA X ) VAR I E S (2:1 MAX) VA R I E S (2:1 MAX) VARIES (6.0' MAX) VARIES (6.0' MAX) SEE STRUCTURAL PLANS FOR RETAINING WALL DETAILS 4.0' MIN.NORTHSCALE: 1" = 0 20' 40' 60' 20'SITE ADDRESS: PREPARED FOR: DWN: CHKD: JOB NO. NO.REVISIONNO. NAME ORG. SUBM. DATE CJD LAO 09/07/2022 EV20127816 & 826 WEST FOREST ROADVAIL, CO 81657K.H. WEBB ARCHITECTS710 WEST LIONSHEAD CIRCLE, UNIT AVAIL, CO 81657816 W. FOREST RD GRADING PLAN 816 W. FOREST ROAD LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO G R A D I N G P L A N UNIT A: · GARAGE F.F.E. = 8145.00 · REC. LEVEL F.F.E. = 8160.00 · MAIN LEVEL F.F.E. = 8175.00 · UPPER LEVEL F.F.E. = 8190.00 UNIT B: · GARAGE F.F.E. = 8139.00 · REC. LEVEL F.F.E. = 8149.00 · MAIN LEVEL F.F.E. = 8160.00 · UPPER LEVEL F.F.E. = 8171.00 C102.B GRADING PLAN NOTES: 1. CONTOURS ARE SHOWN IN 2' INTERVALS. 2. PROPOSED DASHED CONTOURS ARE SHOWN OVER THE BRIDGE/ CANTILEVERED ROAD FEATURES. SOLID CONTOURS UNDERNEATH REPRESENT THE GRADES UNDER THE BRIDGES. 3. THE ENTIRETY OF THE PAVED DRIVEWAY SURFACE WITHIN THE SUBJECT PROPERTY WILL BE HEATED. THE BRIDGED PORTIONS AND ANY PAVEMENT WITHIN TOWN ROW WILL NOT BE HEATED. 4. THE TOTAL PAVED DRIVE SURFACE TOTALS 10,700 SF. 10% (SINCE HEATED) OF THAT AREA IS REQUIRED FOR SNOW STORAGE, TOTALING AT LEAST 1,070 SF OF STORAGE. PER THIS PLAN 1,100 SF CUMULATIVE TOTAL IS PROVIDED (SHADED AREAS). TOTAL PHASE 2 LIMIT OF DISTURBANCE = 0.73 ACRES TYPICAL RETAINING WALL SECTION SCALE: 1" = 5' **ALTHOUGH HIGHLY UNLIKELY, THIS GRADING PLAN HAS BEEN PREPARED IN THE EVENT THAT 826 FOREST (THE DUPLEX WEST OF 816 FOREST) DOES NOT MOVE FORWARD WITH CONSTRUCTION. ALL STRUCTURAL AND SOIL NAIL CALCULATIONS HAVE BEEN COMPLETED BASED ON THE FULL DESIGN AS SHOWN ON SHEET C102.A. 06/19/23 WLODLODLODLODLODLODLODLODLOD LOD L O D LOD LODLOD LOD LOD LOD LODLODLODLODPROP. RELOCATED FIRE HYDRANT EX. FIRE HYDRANT TO BE RELOCATED PROP. 39.2 LF FIRE LINE EX. FIRE LINE TO BE REMOVED AND CAPPED AT MAIN PROP. 18" FES ME/INV. = 8110.45 42.57%52.7 5 % 61.17%94.97%185.03%122.84%58.75%41 .26%58.44%90.78%88.44%37.74%57.13%55.58%5: 1 2:112. 0 %10.1%8.0%9.0%10.5%8.8%BRIDGE FOOTING, TYP. BRIDGE EXTENTS 2.0' BUFFER FROM RETAINING WALL TO PROPERTY LINE UNIT B UNIT A PROPERTY LINEPROPERTY LINEPROPER T Y L I N E SETBACKSETBACKLIMITS OF DISTURBANCE (TYP.) 4.0' PROP. STORM INLET PROP. STORM INLET2:13:16:13:13:12:12: 1 10.0 % 10.0%10.0%1.0%1.0%4:12:14:1TWO (2) 6" STEPS TOP EL = 38.93 BOS EL = 37.91 3:1 8200 26 HP 8183 56 FG 8189 50 FG 8177 21 FG 8177 50 FG 8173 50 FG 8159 25 FG 8159 25 FG 8200 66 FG 8199 44 FL 8145 00 FG 8145 00 FG 8139 00 FG 8139 00 FG 8141 00 FG 8159 25 FG 8170 50 FG 8170 50 FG 8177 50 FG 8177 50 FG 8177 50 FG 8200 66 FG 8161 00 FG 8142 73 FG 8140 89 FG 8170 50 FG 8147 14 FG 8199 41 FL 8200 66 FG 2.0% 2.0 % 8130 813 6 8144812 0 8114 8112 8116 8112 8 1 1 4 8116 8120 8170 8210 8138 821 0818681488 1 8 0 8170 8118811681208122812481 2 6 2610 FG 2622 FG 2634 FG 2533 FG 2521 FG 2509 FG 2355 FG 2367 FG 2379 FG 2108 FG 2096 FG 2084 FG 1847 FG 18 59 FG 18 71 FG 1688 FG 1676 FG 1664 FG 1519 FG 1416 FG 1428 FG 14 40 FG 1531 FG 15 43 FG 8165 00 FG PROP. TYPE C INLET TO REPLACE EXISTING 18" FLARED END SECTION PROP RIM = 8110.70 PROP INV. SE = 8108.18 EXIST. INV. NW = 8108.0 (CONTRACTOR TO VERIFY ELEV. & LOCATION OF EXISTING FES) EXISTING 18" HDPE STORM PIPE TO REMAIN PROP. 18" CULVERT BRIDGE FOOTING, TYP. TW/BW 29.87 TW 24.65 BW 18.65 TW/BW 90.94 TW/BW 82.00 TW 54.92 BW 48.92TW 62.82 BW 56.82 TW 69.32 BW 63.32 TW/BW 66.00 TW 49.63 BW 43.63 TW 57.53 BW 51.53 TW 46.12 BW 40.12 TW 53.05 BW 47.05 TW 61.05 BW 55.05 TW/BW 54.00 TW/BW 44.00 TW/BW 28.00 TW 24.65 BW 18.65 TW 24.15 BW 18.15 TW 54.02 BW 48.02TW 61.92 BW 55.92 TW 90.97 BW 96.97 TW 83.56 BW 77.56 TW 00.66 BW 99.58 TW/BW 19.67 TW 09.20 BW 03.20 TW 16.70 BW 10.70 TW 22.30 BW 18.20 TW 06.91 BW 00.91 TW 14.41 BW 08.41 TW 19.75 BW 15.91 TW 07.44 BW 01.44 TW 14.89 BW 08.89 TW 18.60 BW 16.29 TW 23.04 BW 17.04 TW 21.58 BW 15.58 TW 14.53 BW 20.53 TW 28.89 BW 27.04 TW/BW 17.71 TW 77.22 BW 71.22 TW 52.92 BW 46.92 TW 60.82 BW 54.82 TW 69.82 BW 63.82 TW 45.15 BW 39.15 TW/BW 36.00 TW 48.66 BW 45.50 TW 38.23 BW 36.63 TW 55.00 BW 49.00 TW 53.05 BW 47.05 TW/BW 49.94 TW/BW 46.66 TW 47.00 BW 41.00 TW 45.68 BW 40.05 TW 46.36 BW 40.36 TW 50.20 BW 46.20 TW 54.28 BW 50.28 TW 56.92 BW 54.42 TW 88.52 BW 82.52 TW 94.60 BW 88.60 TW/BW 19.42 TW/BW 16.17 TW/BW 13.14 TW/BW 09.52 TW 00.66 BW 95.66 TW 61.00 BW 57.00 TW 74.22 BW 68.22 TW 81.35 BW 75.35 TW 84.34 BW 78.34 TW 77.09 BW 71.09 TW 70.09 BW 65.09 TW 67.40 BW 61.40 TW 95.65 BW 89.65 TW 20.72 BW 96.72 TW 05.34 BW 99.34 TW 10.23 BW 05.05 TW 00.94 BW 06.94 TW 14.39 BW 08.39 TW 19.36 BW 15.84 TW/BW 73.94 TW/BW 54.65 TW 72.44 BW 66.44 TW 77.61 BW 71.61 TW 03.94 BW 97.94 TW 96.14 BW 90.14 TW 83.56 BW 77.56 TW/BW 76.14 TW/BW 06.35 TW/BW 09.45 TW 85.11 BW 79.11 TW 62.40 BW 56.40 TW 86.87 BW 80.87 TW 94.37 BW 88.37 TW 32.79 BW 26.79 TW 46.70 BW 40.70 TW 34.20 BW 30.20 TW/BW 34.20 TW/BW 34.38 TW 44.69 BW 38.69 TW 34.42 BW 28.42 TW 47.39 BW 41.39 TW 79.95 BW 73.95 TW 71.70 BW 65.70 TW 63.60 BW 57.60 TW 55.50 BW 49.50 TW 03.80 BW 97.80 TW 95.50 BW 89.50 TW 87.80 BW 81.80 TW/BW 04.00 TW/BW 95.17 TW 07.71 BW 04.30 TW 98.58 BW 92.58 TW/BW 71.67 TW 71.83 BW 65.83 TW/BW 62.85 TW 40.14 BW 34.14 TW 38.65 BW 32.65 TW 37.24 BW 31.24 NORTHSCALE: 1" = 0 20' 40' 60' 20'SITE ADDRESS: PREPARED FOR: DWN: CHKD: JOB NO. NO.REVISIONNO. NAME ORG. SUBM. DATE CJD LAO 09/07/2022 EV20127816 & 826 WEST FOREST ROADVAIL, CO 81657K.H. WEBB ARCHITECTS710 WEST LIONSHEAD CIRCLE, UNIT AVAIL, CO 81657816 W. FOREST RD CONCEPTUAL GRADING PLAN 816 W. FOREST ROAD LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO CONCEPTUAL GRADING PLAN UNIT A: · GARAGE F.F.E. = 8145.00 · REC. LEVEL F.F.E. = 8160.00 · MAIN LEVEL F.F.E. = 8175.00 · UPPER LEVEL F.F.E. = 8190.00 UNIT B: · GARAGE F.F.E. = 8139.00 · REC. LEVEL F.F.E. = 8149.00 · MAIN LEVEL F.F.E. = 8160.00 · UPPER LEVEL F.F.E. = 8171.00 C102 CONCEPTUAL GRADING PLAN NOTES: 1. CONTOURS ARE SHOWN IN 2' INTERVALS. 2. PROPOSED DASHED CONTOURS ARE SHOWN OVER THE BRIDGE/ CANTILEVERED ROAD FEATURES. SOLID CONTOURS UNDERNEATH REPRESENT THE GRADES UNDER THE BRIDGES. 3. THE ENTIRETY OF THE PAVED DRIVEWAY SURFACE WITHIN THE SUBJECT PROPERTY WILL BE HEATED. THE BRIDGED PORTIONS AND ANY PAVEMENT WITHIN TOWN ROW WILL NOT BE HEATED. 4. THE TOTAL PAVED DRIVE SURFACE TOTALS 10,700 SF. 10% (SINCE HEATED) OF THAT AREA IS REQUIRED FOR SNOW STORAGE, TOTALING AT LEAST 1,070 SF OF STORAGE. PER THIS PLAN 1,100 SF CUMULATIVE TOTAL IS PROVIDED (SHADED AREAS). TOTAL PHASE 2 LIMIT OF DISTURBANCE = 0.73 ACRES 06/19/23 42.57%52.7 5 % 61.17%94.97%185.03%122.84%58.75%41 .26%58.44%90.78%88.44%37.74%57.13%55.58%5: 1 2:112. 0 %10.0%9.0%10. 5%8.8%PROPERTY LINEPROPER T Y L I N E SETBACK2:13:16:13:13:12:12: 1 10.0 % 10.0 %10.0%1.0%1.0%4:12:14:13:1 2.0% 2.0 %8118811681208122812481 2 6 20.0' 30.0' 8.0% ECB PROP. RELOCATED FIRE HYDRANT EX. FIRE HYDRANT TO BE RELOCATED PROP. 39.2 LF FIRE LINE EX. FIRE LINE TO BE REMOVED AND CAPPED AT MAIN PROP. 18" FES ME/INV. = 8110.45 BRIDGE EXTENTS PROP. 18" CULVERT BRIDGE EXTENTS EXISTING 18" HDPE STORM PIPE TO REMAIN SCL SCL VTC CWA SSA ECB ECB X X X CF SF CF PROP. TYPE C INLET TO REPLACE EXISTING 18" FLARED END SECTION PROP RIM = 8110.70 PROP INV. SE = 8108.18 EXIST. INV. NW = 8108.0 (CONTRACTOR TO VERIFY ELEV. & LOCATION OF EXISTING FES) PORTA POTTY LOCATION PROP. STORM INLETXXXXXXX ECB ECB ECB ECB LOD LOD LOD CF PHASE 1 WWW WW W W LODLODLODLODL O D LO D LO D LODL O D L O D LODLOD LODL O D LOD LODLOD LOD LOD LODLODLODLODLODLODECB IP PROP. STORM INLET IP NORTHSCALE: 1" = 0 20' 40' 60' 20' UNIT A: · GARAGE F.F.E. = 8145.00 · REC. LEVEL F.F.E. = 8160.00 · MAIN LEVEL F.F.E. = 8175.00 · UPPER LEVEL F.F.E. = 8190.00 UNIT B: · GARAGE F.F.E. = 8139.00 · REC. LEVEL F.F.E. = 8149.00 · MAIN LEVEL F.F.E. = 8160.00 · UPPER LEVEL F.F.E. = 8171.00 C103 CONSTRUCTION SITE MANAGEMENT PLAN NOTES: 1. CONTOURS ARE SHOWN IN 2' INTERVALS. 2. PROPOSED DASHED CONTOURS ARE SHOWN OVER THE BRIDGE/ CANTILEVERED ROAD FEATURES. SOLID CONTOURS UNDERNEATH REPRESENT THE GRADES UNDER THE BRIDGES. 3. THE ENTIRETY OF THE PAVED DRIVEWAY SURFACE WITHIN THE SUBJECT PROPERTY WILL BE HEATED. THE BRIDGED PORTIONS AND ANY PAVEMENT WITHIN TOWN ROW WILL NOT BE HEATED. 4. ALL SCREENED AND SHADED AREAS ARE NOT APPLICABLE TO THIS PERMIT AND ARE CONSIDERED PART OF PHASE 2 PROPERTY LINE LOT LINE RIGHT OF WAY EDGE OF PAVEMENT MAJOR CONTOUR MINOR CONTOUR 5825 5822 OVERALL LEGEND BMP LEGEND VTC CF LOD SF RS CONSTRUCTION FENCE LIMITS OF DISTURBANCE SILT FENCE ROCK SOCK SCL SEDIMENT CONTROL LOG CWA CONCRETE WASHOUT AREA IP ECB ECB INLET PROTECTION EROSION CONTROL BLANKET BELOW BRIDGE VEHICLE TRACKING CONTROL EROSION CONTROL BLANKET X XLOD TOTAL PHASE 2 LIMIT OF DISTURBANCE = 0.67 ACRES SITE ADDRESS: PREPARED FOR: DWN: CHKD: JOB NO. NO.NO. NAME ORG. SUBM. DATE CJD LAO 09/07/2022 EV20127816 & 826 WEST FOREST ROADVAIL, CO 81657K.H. WEBB ARCHITECTS710 WEST LIONSHEAD CIRCLE, UNIT AVAIL, CO 81657816 W. FOREST RD CONSTRUCTION SITE MANAGEMENT PLAN 816 W. FOREST ROAD LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO CONSTRUCT ION SITE MANAGEMENT PLANR EVISIONSSA STABILIZED STAGING AREA 06/19/23 WWWWW W W PROPERTY LINEPROPERTY LINEPROPER T Y L I N E SETBACKSETBAC K SETBACKSETBACKPUMPER FIRE TRUCK TO BACK UP TO TOP DRIVEWAY PUMPER FIRE TRUCK TO TURN AROUND 8.0'20.0' BRIDGE EXTENTS BRIDGE EXTENTS 10.8%10.3%10.0 %10.0% V AIL FIRE DEPARTMENT - PUMPER 24.0'81 2 6 81248122812081188116FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE D TEMPORARY STAND PIPE (SEE SHEET C104.B FOR DETAILS AND PROFILE) FUTURE STANDPIPE (SEE SHEET C104.B FOR DETAILS AND PROFILE) PROP. RELOCATED FIRE HYDRANT EX. FIRE HYDRANT TO BE RELOCATED PROP. 39.2 LF FIRE LINE EX. FIRE LINE TO BE REMOVED AND CAPPED AT MAIN PERMANENT STANDPIPE (SEE SHEET C104.B FOR DETAILS AND PROFILE) PROPOSED 6" DIP) STAND PIPE FOR FIRE TRUCK CONNECTION (SEE SHEET C104.B FOR DETAILS AND PROFILE) BOLLARDS FOR STAND PIPE PROTECTION, TYP. 6.0' MIN.81448138 8 132 8130 81388128 UNIT B UNIT A 816 FOREST (PHASE 2) UNIT B UNIT A 826 FOREST (PHASE 3)NORTHSCALE: 1" = 0 20' 40' 60' 20'SITE ADDRESS: PREPARED FOR: DWN: CHKD: JOB NO. NO.NO. NAME ORG. SUBM. DATE CJD LAO 09/07/2022 EV20127816 & 826 WEST FOREST ROADVAIL, CO 81657K.H. WEBB ARCHITECTS710 WEST LIONSHEAD CIRCLE, UNIT AVAIL, CO 81657816 W. FOREST RD FIRE TRUCK TURN PLAN 816 W. FOREST ROAD LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO FIRE TRUCK TURN PLANR EVISIONC104.A FIRE TRUCK TURNING PLAN NOTES: 1. CONTOURS ARE SHOWN IN 2' INTERVALS. 2. THIS PLAN IS FOR THE TOWN OF VAIL FIRE TRUCK MOVEMENTS ONLY FIRE TRUCK ROUTE AND TURNING FIRE TRUCK FIRE HYDRANT STANDPIPE 06/19/23 UP WPROPERTY LINEPROPERTY LINEPROP ERTY LIN E SETBACKSETBAC K SETBACKSETBACKSETBACKPUMPER FIRE TRUCK TO BACK UP TO TOP DRIVEWAY PUMPER FIRE TRUCK TO TURN AROUND 8.0'20.0' BRIDGE EXTENTS BRIDGE EXTENTS 10.8%10.3%10.0%10.0%8.0% V AIL FIRE DEPARTMENT - PUMPER 24.0' 81 2 6 812481228120811881168120 8130 8140 8160 814481 70 8130 818881808 1 5 4 FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE C FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE A FIRE LANE SIGN TYPE D TEMPORARY STAND PIPE PERMANENT STAND PIPE NORTHSCALE: 1" = 0 20' 40' 60' 20'SITE ADDRESS: PREPARED FOR: DWN: CHKD: JOB NO. NO.NO. NAME ORG. SUBM. DATE CJD LAO 09/07/2022 EV20127816 & 826 WEST FOREST ROADVAIL, CO 81657K.H. WEBB ARCHITECTS710 WEST LIONSHEAD CIRCLE, UNIT AVAIL, CO 81657816 W. FOREST RD FIRE TRUCK TURN PLAN 816 W. FOREST ROAD LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO FIRE TRUCK TURN PLANR EVISIONC104 FIRE TRUCK TURNING PLAN NOTES: 1. CONTOURS ARE SHOWN IN 2' INTERVALS. 2. THIS PLAN IS FOR THE TOWN OF VAIL FIRE TRUCK MOVEMENTS ONLY 06/19/23 SURVEY CERTIFICATION SURVEYOR'S NOTES SHEET 1 OF 2 COUNTY CLERK AND RECORDER'S CERTIFICATE CERTIFICATION OF DEDICATION AND OWNERSHIP ” ” ” ” ” ” ” ” ” ” TITLE CERTIFICATE ADMINISTRATOR CERTIFICATE LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO FINAL PLAT VAIL VILLAGE, FOURTEENTH FILING 06/19/23 PARCEL 15A PARCEL 14A LOT 13 LOT 1 SHEET 2 OF 2 LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO FINAL PLAT VAIL VILLAGE, FOURTEENTH FILING SURVEYOR'S NOTES 06/19/23 15 13 11 27 11 64 12 25 13 31 13 47 15 18 18 20 19 24 20 34 20 73 15 28 16 35 16 18 16 76 18 28 20 39 21 49 22 61 23 72 24 82 22 35 23 02 23 56 22 89 23 44 24 59 25 88 28 46 30 69 31 70 28 88 31 03 30 46 29 79 29 12 30 42 32 12 34 69 34 00 35 50 33 66 36 10 38 40 36 84 36 02 36 25 37 98 39 45 39 60 39 67 41 05 41 65 43 83 45 13 43 57 42 25 43 40 44 11 44 46 44 50 48 96 47 82 49 63 51 56 51 86 50 29 53 07 53 17 50 55 49 52 56 87 54 10 55 81 57 62 59 43 63 59 64 72 63 24 63 10 55 89 63 05 61 11 62 88 65 47 68 06 69 16 70 36 71 05 70 39 71 20 66 53 67 62 72 95 75 07 77 05 76 68 76 31 76 74 77 68 78 64 71 98 75 39 78 80 86 24 85 23 81 75 80 27 82 52 83 99 82 42 78 81 81 94 84 64 89 89 88 58 85 29 83 89 86 02 87 31 86 80 81 59 84 72 86 21 87 05 87 90 88 66 88 84 90 09 90 89 89 10 87 37 86 85 87 90 87 73 89 25 90 75 91 29 92 42 93 51 92 35 91 89 93 10 92 64 93 05 95 59 96 61 96 26 94 13 94 94 95 57 97 72 98 84 98 60 00 46 01 56 02 23 00 83 98 13 96 29 96 81 01 31 02 64 03 25 03 73 04 21 03 74 02 24 99 54 98 92 98 29 04 32 05 64 05 56 05 68 05 08 04 79 03 66 02 16 01 54 00 92 07 59 07 39 07 10 06 50 06 05 05 83 05 41 04 75 04 06 03 37 13 27 10 55 11 95 11 90 11 70 09 76 07 47 06 79 06 20 05 51 18 16 18 27 19 55 17 45 14 48 11 92 09 72 08 18 07 98 07 73 23 12 21 91 21 52 20 54 19 35 15 12 12 08 10 27 11 13 15 36 26 78 25 87 24 94 23 89 22 22 20 62 19 08 16 92 17 23 18 82 29 52 28 62 27 92 27 28 25 65 23 74 22 19 20 75 21 53 24 12 32 44 31 38 31 26 30 80 29 26 27 80 26 33 24 69 25 74 29 41 34 01 30 16 29 01 31 07 33 43 40.5% 56.3% 65.2%36.1% 35.3% 33.4% 27.5% 86.9% 90.1% 77.4% 41.3% 39.5% 42.1% 53.0% 46.0% 44.3% 43.1% 47.4% 38 54 40 28 40 07 40 45 35 78 29.2% 80.1% 100.7% 90.6% 46.6%47.6%62.3%58.5%33.8% 78.1% 56.9% 57.9% 35.0% 40.7% 23.3% 17.1% 40.0% 14.2% 52.9% 34.6% 76.3%22.3%21.4% 24.5% 43.0% 61.0% 31.5%17.8% 21.4% 25.2% 38.3% 66.5% 20.9% 13.9% 20.4% 25.8% 26.2%14.9% 12.4% 32.2% 32.5% 23.0% 26.2% 26.2%13.6% 14.2% 26.2% 35.8% 43.7% 37.9%74.3% 153.1% 63.7% 50.2% 33.2% 63.1% 72.9% 72.9% 125.5% 61.0% 48.3%41.7%38.0%68.8%41.0% 48.5%46.1%43.0%69.7%33.8% 26.2% 116.5 % 96.7% 54.2%58.6% 62.4%43.8%32.9% 56.4% 59.5% 39.6% 36. 2%49.5% 24.5% 49.6% 45.7 % 14.2% 31.1% 70.0% 23.6% 22.6%20.6% 17.5%14.2% 133.0% 80.4% 60.0%58.3%58.3% 42.0%52.0% 55.7% 75.2% 50.8% 35. 4%33.7%20.8%58.6%56.2%15.1% 31.3% 55.0% 32.0% 21.6% 39.3% 10.5%10.5% 75.7% 82.9% 75.4%69.0%56.9%51.6%48.1% 86.3% 89.9% 81.8% 33. 6% 6.8% 13.5%63.4% 59.7%26.5% 34.3% 28.8% 48.6%27.9% 56.5% 9.7%8.6% 60.7% 64.2%82.9% 70.5%69.0%61.3%34.4% 78.5% 96.0% 111.7% 36.5% 28.5%6.8% 53.2%74.2% 32.7% 33.9% 33.5% 30.8% 55.5% 54.0%8.2%19.4% 61.8% 58.1%54.3% 79.4%69.0%73.8%39.3% 70.7% 100.6% 58.5% 58.4% 15.7%16.9% 47.4% 59.6% 46.5% 29.8% 34.2%19.8% 76.0% 48.5% 15.4%23.1% 62.7% 61.8% 55.5% 50.7%80.1%66.7%47.0% 70.1% 65.1% 77.7% 65.5% 27.8% 21.3% 62.4%57.5%38.0% 27.5% 39.6% 36.4% 77.3%31.6% 17.4%30.1% 79.1% 79.1%73.9% 47.8% 65.3% 70.7% 40.1% 61.9% 34.8% 54.5% 68.2% 27.8% 57.9% 45.1% 58.3% 35.9% 27.3% 36.7% 49.6% 48.8% 56.9% 32.7% 30.1% LIMITS OF PROPOSED BUILDING - 816 W. FOREST RD. PORTION OF PROPERTY ANALYZED WITH SEPARATE EXHIBIT FOR 826 W. FOREST RD. STEEP SLOPE EXHIBIT LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO SHEET 1 OF 2 APN: 15 APN: 210107200001 NOT A PART APN: 210107211033 NOT A PART LOTS 14 AND 15, BLOCK 1 OF VAIL VILLAGE, SIXTH FILING (816 & 826 WEST FOREST ROAD) LOCATED IN THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE 6TH PRINCIPAL MERIDIAN TOWN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO STEEP SLOPE EXHIBIT - 816 W FOREST RD.SUBJECT PROPERTYVACANT LAND06/19/23 06/19/23 REF: ARCHITECTURE 46 90 100 90 92 96 94 MGARAGE "A" GARAGE ENTRY A201 1 A302 8147' - 8 3/8" A200 1 A.2 1 A301 5 A.3 A.10 2 K A203 1 MUD ROOM A206 3 1 A300 3 A.5 E 8147' - 8 3/8" EXTERIOR LIGHT FIXTURE (3)STEP LIGHT FIXTURE (6)SK I R A C K UP ELEVATOR MACHINE A/V G F A.7 H T.O. FIN. FLOOR EHEH EHEH EHEHEHEHEHEHEHEHA.1 2 A204 3 ELEVATOR 59' - 8 3/4"31' - 8 3/4"14' - 11 3/4" 7' - 2 1/4" 5' - 10" EHEH EHEH EHEH EH EH EH EH EH 70' 62' 62' A.6 W W W I L A.8 A.4 A.11 A.12 A.13 A.14 46' - 10 " A.9 3' - 11" 16' - 3" 21' - 7" 5' - 1" Project number Date Drawn by 3/22/2022 8:32:35 AMA107 GARAGE LEVEL "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD3.14.2022 Author 1/4" = 1'-0"1 GARAGE LEVEL - LOT 14 A No. Description Date 06/19/23 REF: ARCHITECTURE 46 46 100 90 92 96 94 M BUNK ROOM LAUNDRY A201 1 A302 A200 1 A.2 1 A301 5 A.3 A.10 2 K A203 1 UP A206 3 1 A300 3 1 A.5 E REC. ROOM POWDER ENTRY LINE OF GARAGE WALL BELOW DN OPEN TO BELOW ARTTV W E T BA R / BU I L T -IN G F A.7 H 2 A303 CRAWLSPACE ACCESS CRAWLSPACE TO BE LESS THAN 5'-0" TALL ELEVATOR T.O. FIN. FLOOR A.1 2 A204 3 EXTERIOR LIGHT FIXTURE 53' - 10 3/4"5' - 10"31' - 8 3/4"14' - 11 3/4" 7' - 2 1/4" EHEH EHEH EHEH EH EH EH EH EH A.6 I L A.8 A.4 A.11 A.12 A.13 8162' - 8 3/8" BUNK CLOSET W W W 73' - 1 0 3/4 " A.9 5' - 1" 9' - 0 1/16 " 3' - 2 " 4' - 7 " 13' - 8 3/4" 10' - 8" 2' - 8" 3' - 11" 16' - 3" 4' - 10" Project number Date Drawn by 3/22/2022 8:32:38 AMA108 REC LEVEL "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD3.14.2022 Author C LEVEL - LOT 14 A No. Description Date 06/19/23 REF: ARCHITECTURE M G. BED 1 G. BED 2 JR. MASTER A201 1 A302 8210 A200 1 A.2 1 A301 5 OFFICE JR. MASTER CLOSET 2 K PATIO A203 LINENTV 1 A300 94' 3 1 A.5 E TV BALLAST ROOF EXTERIOR LIGHT FIXTURE WEXTERIOR LIGHT FIXTURE EXTERIOR LIGHT FIXTURE G F A.7 H MECH. 2 T.O. FIN. FLOOR FROM SETBACK UNDER 5'-0" HIGH T.O. FIN. FLOOR FROM SETBACK UNDER 5'-0" HIGH T.O. FIN. FLOOR A.1 2 A204 2 W 26' - 8 3/4"13' - 1" 13' - 7 3/4"7' - 6"A/VUP DN A.6 LINENTV W 1' - 4 3/4"13' - 7 1/4" 13' - 2" I L W A.8 A.11 A.12 A.13 A.14 EHEH EHEH EHEH EH EH EH EH EH 8177' - 8 3/8" CRAWLSPACE TO BE LESS THAN 5'-0" TALL CRAWLSPACE ACCESS CRAWLSPACE TO BE LESS THAN 5'-0" TALL CRAWLSPACE ACCESS 8177' - 8 3/8" 1' - 9 15/16" 8177' - 8 3/8" F.P. 70' - 8 3/4" 10' - 1 1" 13' - 8 3/4" 10' - 8" 2' - 8" 3' - 11" 16' - 3" 4' - 1 0" 4' - 7 " 3' - 2 " 5' - 10"46' - 8 1/2"29' - 7 13/16"6' - 4 9/16" 10' - 8 1/8" Project number Date Drawn by 3/22/2022 8:32:42 AMA109 MAIN LEVEL "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD3.14.2022 Author 1/4" = 1'-0"1 MAIN LEVEL - LOT 14 A DN No. Description Date 06/19/23 100 110 90 92 96 94 A202 2 A201 1 A302 1 A303 A203 2 A.2 MASTER BEDROOM MASTER BATH 5 MASTER CLOSET KITCHEN A.10 2 K PANTRY A203 1 DN BBQ ISLAND1 A300 3 1 W E T B A R E HOT TUB 8192' - 8 3/8" WEXTERIOR LIGHT FIXTURE EXTERIOR WALL LIGHT FIXTURE EXTERIOR STEP LIGHT FIXTURE @ HOT TUB (6) W TV A R T G F A.7 H LIVING ROOM DINING KITCHEN 8192' - 8 3/8" T.O. FIN. FLOOR FROM SETBACK OVER 5'-0" HIGH W EXTERIOR LIGHT FIXTURE W EH EH EH EHEH EH A.1 2 A204 2 A200 226' - 8 3/4"13' - 1" 13' - 7 3/4"7' - 6" 40' - 1 3/4"2' - 1"4' - 3 1/2" 10' - 8 1/4" 7' - 2 1/4" 5' - 10" 10' - 0 3/4" I L A.8 A.8 A.11 A.12 A.13 LINENBENCHW/D A.14 17' - 10 13/16" A.9 62' - 1 1 3/4" 10 ' - 1 1 " 13' - 8 3/4" 10 ' - 8" 2' - 8 " 3' - 1 1" 16 ' - 3" 4' - 10" Project number Date Drawn by 3/22/2022 8:32:47 AMA110 UPPER LEVEL "A" 816 W. FOREST ROADEnter address here816 W. FORESTROAD3.14.2022 Author 1/4" = 1'-0" 1 UPPER LEVEL - LOT 14 A No. Description Date 06/19/23 UP 12" X 24" TILE - STRAIGHT SET FLOORING FINISH LEGEND SYMBOL DESCRIPTION CONCRETE CARPET WOOD 16" x 32" TILE - STRAIGHT SET 24" x 24" TILE - STRAIGHT SET 36" x 36" TILE - STRAIGHT SET OLD BOURGOGNE PATTERN TILE ELEV MACHINE ROOM BE N C H BEN C H UPPER CUBBIES CLOSED STORAGE DRA W E R ST O R A G E BEL O W UPPER CUBBIES UP PE R CU B BI ES U PPER CU B B I E S GARAGE GARAGE ENTRY MUD ROOM FU L LHE I G HT CL OS E D ST O R A G E T-17 T-17 BUNK ROOM MECH ROOM ELEV POWDER OPEN TO BELOW ENTRY PATIO BUNK BATHBENCHQ U E EN Q U E E N T WI N T WI N W/D W/DW/ D W/ D LAUNDRY DN W E T B A R / B U I LT -INCLOSETREC ROOM CPT-1 WD-1 WD 1 WD 1 WD 1 T-14 T-15 APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:17 AM GARAGE & REC LEVEL FLOORING PLAN-UNIT A IA1.0 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 GARAGE LEVEL FLOORING PLAN-UNIT A 1/4" = 1'-0"2 REC LEVEL FLOORING PLAN-UNIT A Interior design plans not included in review for BP 06/19/23 GUEST BED 1 GUEST BED 2 OFFICE BENCHGUEST BATH 1 BE NC H BENCHOFFICE BATH GUEST BATH 2 BE NC H MECH. 2 JR MASTER JR MASTER BATH C L O S E T CLOSET CLOSET WD-1 WD-1 WD-1 WD-1 T-10 T-10 T-12 T-6 CPT-1 CPT-1 CPT-1 CPT-1 CPT-1 12" X 24" TILE - STRAIGHT SET FLOORING FINISH LEGEND SYMBOL DESCRIPTION CONCRETE CARPET WOOD 16" x 32" TILE - STRAIGHT SET 24" x 24" TILE - STRAIGHT SET 36" x 36" TILE - STRAIGHT SET OLD BOURGOGNE PATTERN TILE APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:19 AM MAIN LEVEL FLOORING PLAN-UNIT A IA1.1 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 MAIN LEVEL FLOORING PLAN-UNIT A 06/19/23 UNIT A BENCHMASTER BATH MASTER CLOSET ELEV MASTER BEDROOM WE T B AR REF. DBLOVEN DWD W TR ASH PANTRY W/D U/C RE F . KITCHEN DINING LIVINGGLASS DISP LAYCABINETUNDER COUNTERKNEE SPACEMICROWD-1 WD-1 WD-1 WD-1 WD-1 T-3 T-3 12" X 24" TILE - STRAIGHT SET FLOORING FINISH LEGEND SYMBOL DESCRIPTION CONCRETE CARPET WOOD 16" x 32" TILE - STRAIGHT SET 24" x 24" TILE - STRAIGHT SET 36" x 36" TILE - STRAIGHT SET OLD BOURGOGNE PATTERN TILE APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:20 AM UPPER LEVEL FLOORING PLAN-UNIT A IA1.2 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 UPPER LEVEL FLOORING PLAN-UNIT A 06/19/23 BUNK ROOM GARAGE B ENTRY ELEV MACHINE ROOM BUNK CLOS. BUNK BATH BE N CH SKI ROOM MUD ROOM CU BBIES UPPER C U BBIES UPPER C U BB IES UPPER CUBBIES BENCH QUEEN QUEENTWINTWI NTV T-8 T-8 CPT-1 CPT-1 T-8 T-13 WD-1 LAUNDRY GUEST BATH 1 GUEST BED 1 POWDER BUILT-IN ELEV MECH ROOM BENCHREC ROOM W ET B AR WD-1 WD-1 WD-1 T-10 T-13 12" X 24" TILE - STRAIGHT SET FLOORING FINISH LEGEND SYMBOL DESCRIPTION CONCRETE CARPET WOOD 16" x 32" TILE - STRAIGHT SET 24" x 24" TILE - STRAIGHT SET 36" x 36" TILE - STRAIGHT SET OLD BOURGOGNE PATTERN TILE APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:23 AM GARAGE & REC LEVEL FLOORING PLAN-UNIT B IA1.3 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 GARAGE LEVEL FLOORING PLAN-UNIT B 1/4" = 1'-0"2 REC LEVEL FLOORING PLAN-UNIT B 06/19/23 OFFICE GUEST BED 2 GUEST BED 3 BENCHBENCHGUEST BATH 2 GUEST BATH 3 OFFICE BATHELEV MAIN LEVEL ENTRY BENCHBUILT-INCPT-1 CPT-1 T-7 T-3 T-3 WD-1 T-5 WD-1 WD-1 12" X 24" TILE - STRAIGHT SET FLOORING FINISH LEGEND SYMBOL DESCRIPTION CONCRETE CARPET WOOD 16" x 32" TILE - STRAIGHT SET 24" x 24" TILE - STRAIGHT SET 36" x 36" TILE - STRAIGHT SET OLD BOURGOGNE PATTERN TILE APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:24 AM MAIN LEVEL FLOORING PLAN-UNIT B IA1.4 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 MAIN LEVEL FLOORING PLAN-UNIT B 06/19/23 UNIT B BENCH MASTER CLOS 2 MASTER CLOS 1 MASTER BATH MASTER BEDROOM ELEV KITCHEN DINING LIVINGWET B AR D W DW TRASH MEDIA CABINETDBL. OV EN REF. PANTRY UC WINE WD-1 WD-1 WD-1 WD-1 WD-1 WD-1 T-1 12" X 24" TILE - STRAIGHT SET FLOORING FINISH LEGEND SYMBOL DESCRIPTION CONCRETE CARPET WOOD 16" x 32" TILE - STRAIGHT SET 24" x 24" TILE - STRAIGHT SET 36" x 36" TILE - STRAIGHT SET OLD BOURGOGNE PATTERN TILE APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:26 AM UPPER LEVEL FLOORING PLAN-UNIT B IA1.5 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 UPPER LEVEL FLOORING PLAN-UNIT B 06/19/23 UP ELEV MACHINE ROOM RU G 3' x 12' FULLHEI G H T ST O RA G E BE N C H BE N C H UP PER C U BBIE S CL O SED STO RA G E D RA W E R STO RA GE BELO W U PPER C UB B I E S U P P E R CU B B I E S UPPE R CU BBI ES G A R A G E E N T R Y M U D R O O M BUNK ROOM REC ROOM MECH ROOM ELEV P O W D E R OPEN TO BELOW ENTRY PATIO BUNK BA T H BENCHQ U E E N QU E EN T W I N ART PLACEMENT ARTPLA CE M E N T RUG 10' x 10'T WI N RUG 6' x 8'RUG 10' x 10'W/DW/ D W/ D LAUNDRY W E T BA R / B U I LT -IN SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:31 AM GARAGE & REC LEVEL FURNITURE PLAN-UNIT A IA2.0 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 GARAGE LEVEL FURNITURE PLAN-UNIT A 1/4" = 1'-0"2 REC LEVEL FURNITURE PLAN-UNIT A 06/19/23 GUEST BED 1 GUEST BED 2 OFFICE BENCH GUESTBATH 1BENC H BENCHOFFICE BATH GUEST BATH 2 MECH. 2 KINGT W I N T WI N KIN G ART PLACEMENT ART PLACEMENT ART PLACEMENT BENCH B UILT -IN JR. MASTER BATH JR MASTER BATH SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:33 AM MAIN LEVEL FURNITURE PLAN-UNIT A IA2.1 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0" 1 MAIN LEVEL FURNITURE PLAN-UNIT A 06/19/23 UNIT A BENCHMASTER BATH MASTER CLOSET ELEV MASTER BEDROOM KINGRUG 8' x 10'RUG 9' x 12'RUG 8' x 10'RUG 5' x 7'ART PLACEMENT RE F . DBL .O V EN D W D W TR A S H PANTRY W/D U C RE FKITCHEN DININGLIVINGDISPLAYCABINETUNDERCOUNTERMEDIA CABINETMICROSCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:37 AM UPPER LEVEL FURNITURE PLAN-UNIT A IA2.2 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 UPPER LEVEL FURNITURE PLAN-UNIT A 06/19/23 BUNK ROOM GARAGE B ENTRY ELEV MACHINE ROOM BUNK CLOS. BUNK BATH BE NCH SKI ROOM QUEEN QUEENTWINTWIN ART PLACEMENT R U G 8' x 10' MUD ROOM CUBBIES UPPER CUBBI ES UPPE R CU BBIES UPPER CUBBIES BE NCH LAUNDRY GUEST BATH 1 GUEST BED 1 POWDER W E T BAR BUILT-IN ELEV MECH ROOM BENCH Q U E EN RUG 6' x 9'ART PLACEMENT REC ROOM BUILT-INSCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:40 AM GARAGE & REC FURNITURE PLAN-UNIT B IA2.3 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 GARAGE LEVEL FURNITURE PLAN-UNIT B 1/4" = 1'-0"2 REC LEVEL FURNITURE PLAN-UNIT B 06/19/23 OFFICE GUEST BED 2 GUEST BED 3 BENC HBENCHGUEST BATH 2 OFFICE BATH GUEST BATH 3 ELEV KINGART PLACEMENT RU G 4' x 7' PATIO PATIO MAIN LEVEL ENTRY TWINTWIN BUILT-INBENCHTV SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:41 AM MAIN LEVEL FURNITURE PLAN-UNIT B IA2.4 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 MAIN LEVEL FURNITURE PLAN-UNIT B 06/19/23 UP UNIT B BENCH MASTER CLOS 2 MASTER CLOS 1 MASTER BATH MASTER BEDROOM ELEV WE T BAR RUG 10' X 14'RUG 8' x 10'RUG 6'D ART PLACEMENT ART PLACEMENT DW DW TRASH REF. DBL. OV E N PANTRY MEDIA CABINETKITCHENDININGLIVINGUCWI NE SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:45 AM UPPER LEVEL FURNITURE PLAN-UNIT B IA2.5 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 UPPER LEVEL FURNITURE PLAN-UNIT B 06/19/23 UP ELEV MACHINE ROOM U PPER CUB BIES UP PER CU BBIES FUL LHEI G H T ST O R A G E BENC H BEN C H UP PE R CU BBIE S CLOSE D STO RA G E DRA W E R ST O R AG E BEL O W UPPER CUBBIES UP P ER C U B BIE S U PPE R C U BBIES BUNK ROOM REC ROOM MECH ROOM ELEV POWDER OPEN TO BELOW ENTRY PATIO BUNK BATHBENCHTWINTWINQUEEN QUE EN W/D W/DW ET BAR / BUILT-IN L A U N D R Y W P-2 WALLPAPER / PAINT LEGEND AP-1 PAINT WALL PAPER-1 WALL PAPER-2 *PRINT THIS PAGE IN COLOR* WOOD CLADDING APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:48 AM GARAGE & REC LEVEL WALLPAPER / PAINT PLAN - UNIT A IA3.0 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 GARAGE LEVEL WALLPAPER/PAINT PLAN-UNIT A 1/4" = 1'-0"2 REC LEVEL WALLPAPER/PAINT PLAN-UNIT A 06/19/23 GUEST BED 1 GUEST BED 2 OFFICE BENCHGUEST BATH 1 BENCH BENCHO F F I C E B A T H GUEST BATH 2 BENCH MECH. 2 BUILT-IN ELEV JR. MASTER BATH JR. MASTER BATH WALLPAPER / PAINT LEGEND AP-1 PAINT WALL PAPER-1 WALL PAPER-2 *PRINT THIS PAGE IN COLOR* WOOD CLADDING APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:49 AM MAIN LEVEL WALLPAPER/PAINT PLAN-UNIT A IA3.1 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 MAIN LEVEL WALLPAPER/PAINT PLAN-UNIT A 06/19/23 UNIT A BENCHMASTER BATH MASTER CLOSET ELEV MASTER BEDROOM R E F . DB L . OVE N TRA SH DW D W PANTRY UC REFKITCHEN DININGLIVINGW/D AP-1 BEAMS AND TRELLIS AT CEILING TO BE PAINTED WP-1 M ICRO WALLPAPER / PAINT LEGEND AP-1 PAINT WALL PAPER-1 WALL PAPER-2 *PRINT THIS PAGE IN COLOR* WOOD CLADDING APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:51 AM UPPER LEVEL WALLPAPER/PAINT PLAN-UNIT A IA3.2 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 UPPER LEVEL WALLPAPER/PAINT PLAN-UNIT A DISPLAY CABINET UNDERCO UNTER KNEE SPACE06/19/23 BUNK ROOM GARAGE B ENTRY ELEV MACHINE ROOM BUNK CLOS. BUNK BATH BENCH SKI ROOM WOOD CEILING MUD ROOM CU BBIES UPPE R C UBBIES UPPER CUBBIES UPPE R CUBBIES BENCH TR-5 LAUNDRY GUEST BATH 1 GUEST BED 1 POWDER W E T B A R BU ILT-IN ELEV MECH ROOM BENCHREC ROOM MEDIA CABINETWALLPAPER / PAINT LEGEND AP-1 PAINT WALL PAPER-1 WALL PAPER-2 *PRINT THIS PAGE IN COLOR* WOOD CLADDING APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:56 AM GARAGE & REC LEVEL WALLPAPER/PAINT PLAN-UNIT B IA3.3 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 GARAGE LEVEL WALLPAPER/PAINT PLAN-UNIT B 1/4" = 1'-0"2 REC LEVEL WALLPAPER/PAINT PLAN-UNIT B 06/19/23 OFFICE GUEST BED 2 GUEST BED 3 BENC HBENCHGUEST BATH 2 OFFICE BATH GUEST BATH 3 ELEV BUILT-INMAIN LEVEL ENTRY WALLPAPER / PAINT LEGEND AP-1 PAINT WALL PAPER-1 WALL PAPER-2 *PRINT THIS PAGE IN COLOR* WOOD CLADDING APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:57 AM MAIN LEVEL WALLPAPER/PAINT PLAN-UNIT B IA3.4 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 MAIN LEVEL WALLPAPER/PAINT PLAN-UNIT B 06/19/23 UP UNIT B BENCH MASTER CLOS 2 MASTER CLOS 1 MASTER BATH MASTER BEDROOM ELEV WET BAR DW DW TRASH MEDIA CABINETPANTRY REF. DBL.OV EN KITCHENDININGLIVINGUC WI NE WALLPAPER / PAINT LEGEND AP-1 PAINT WALL PAPER-1 WALL PAPER-2 *PRINT THIS PAGE IN COLOR* WOOD CLADDING APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/4" = 1'-0"6/28/2022 9:42:58 AM UPPER LEVEL WALLPAPER/PAINT PLAN-UNIT B IA3.5 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/4" = 1'-0"1 UPPER LEVEL WALLPAPER/PAINT PLAN-UNIT B 06/19/23 8' - 0"1' - 6" 1' - 6"4' - 0"4' - 6"BOOT WARMER 24" x 64". POWER TO BE PROVIDED 2' - 0" EQ EQ EQ EQ EQ LONG HANGING ROD AND SHELF OPEN CUBBIES OPEN CUBBIES5' - 3"4' - 0" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 5' - 4"FINISHED PANEL AT BACK WALL TYP. HOUSE DOOR CASING AND WALL BASE 4' - 0" FIXED MIRROR PANEL FROM BENCH TO MILLWORK TRIM EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 8' - 0"1" TRIM AT TOP PERIMETER 4' - 6"DECORATIVE VERTICAL WOOD PANELS 0' - 4" 0' - 4" 0' - 4" 0' - 4"5' - 6" OPEND-1 TR-1 HW-2 TR-2 D-1 TR-1 HW-2 CAB-10 CAB-10L-5 EQ EQ EQ EQ EQ EQEQ TYP. HOUSE BASE EQ EQ EQ EQ EQ EQ ELEVATOR ACCESS ROD AND SHELF 8' - 0"4' - 6"MACHINE ROOM 3' - 0" BENCH BENCH OPEN SHELVES CLOSED STORAGE OPEN SHELVES DRAWER STORAGE BELOW BENCH FULL HEIGHT CLOSED STORAGE UPPER CUBBIES UPPER CUBBIES 4' - 0"4' - 0" 2' - 3 3/4" MUDROOMGARAGE ENTRY ELEVATOR 2' - 0" 7' - 3" 2' - 0" T-17 T-17 OPEN CUBBIES OPEN CUBBIES 2' - 0"1' - 8"1' - 8" 1' - 8" 1' - 8" 2' - 0" 8' - 0"BENCH WITH DRAWERS BELOW CLOSED STORAGE WITH ADJUSTABLE SHELVES EQ EQ EQ EQ1' - 6" CAB-10 APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:00 AM UNIT A-INTERIOR ELEVATION IA4.0 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"2 UNIT A-GARAGE ENTRY NORTH 1/2" = 1'-0"6 UNIT A-MUD ROOM SOUTH 1/2" = 1'-0"1 UNIT A-GARAGE ENTRY FLOOR PLAN 1/2" = 1'-0"3 UNIT A - MUD ROOM EAST 06/19/23 REC ROOM WET BAR / BUILT-IN U/C REF. WD-1 PLU-77 AIR SWITCH FOR GARBAGE DISPOSAL PLU-78 POWDER ROOM LOCATION OF FAUCET EQEQ 2' - 2"T-17 PLU-745' - 0"TYP. HOUSE DOOR CASING TYP. HOUSE BASE FAUCET LOCATION ON SHORT SIDE OF SINK OPPOSITE PENDANT LIGHTING FLOATING VANITY PREP ALL WALLS FOR WALLPAPER INSTALLATION 1' - 6"1' - 6" 3' - 0"2 CM SOLID SURFACE TOP AND APRON MITER CORNER EQ.EQ. D-1 TR-1 HW-2 TR-2 PLU-76 WP-2 PLATE MIRROR AFFIXED TO WALL COUNTERTOP TO CEILING FLOATING VANITY OPEN FAUCET PLACEMENT OPPOSITE PENDANT LIGHTING 2CM SOLID SURFACE COUNTERTOP AND APRON PREP ALL WALLS FOR WALLPAPER INSTALL 1' - 6" 1' - 6" 4' - 6"ø 0 ' - 5" CAB-9 PLU-80 PLU-75 L-19 CT-5 M-4 2' - 2"2' - 0"TYP. HOUSE BASE PREP ALL WALLS FOR WALLPAPER INSTALLATION TYP. HOUSE BASE 10' - 0"UNDERCABINET LED LIGHTING U/C REF. A-8 CAB-5 CAB-5 PLU-79 AIR SWITCH FOR GARBAGE DISPOSAL PLU-78 T-16 CT-5 APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:03 AM UNIT A-INTERIOR ELEVATION IA4.1 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT A-REC ROOM 1/2" = 1'-0"3 UNIT A - POWDER ROOM FLOOR PLAN 1/2" = 1'-0"5 UNIT A - POWDER EAST 1/2" = 1'-0"6 UNIT A - POWDER SOUTH 1/2" = 1'-0"7 UNIT A - POWDER WEST 1/2" = 1'-0"4 UNIT A - POWDER NORTH 1/2" = 1'-0"2 UNIT A - REC ROOM SOUTH 06/19/23 BUNK ROOM BUNK BATH BENCH QUEEN QUEEN TWIN TWIN 8' - 5 1/2" EQ EQ EQ EQ 7' - 5 1/2"0' - 9"0' - 6" 0' - 6"2' - 2" CONTINUE BATH TILE INTO SHOWER PAN BUNK CLOSET EQ EQCENTER FIXTURE IN ROOM CPT-1 WD-1 T-14 PLU-64 PLU-70 CT-4 3' - 0" 2' - 0" WOOD CLADDING, TO MATCH TYP. HOUSE WOOD FLOORING, INSTALLED FLOOR TO CEILING READING LIGHTS 2' - 0"METAL LADDER AND RAILING WOOD BUNK FRAME READING LIGHTS TYP. HOUSE BASE 2' - 0" CAB-8 TYP. HOUSE BASE FLOATING VANITY 2CM SOLID SURFACE OPEN 3' - 6"3' - 6" 7' - 0"EQEQ 5' - 0"TOWEL BAR 5' - 0"D-1 TR-1 HW-2 TR-2 PLU-66 PLU-68 PLU-67 PLU-69 T-14 CT-4 OPEN2' - 0"EQ TYP. HOUSE DOOR AND CASE BUNK CLOSET ROD AND SHELF FLOATING VANITY0' - 9"5" DIA. PENDANT LIGHTING PLATE MIRROR AFFIXED TO WALL ALIGN TILE GROUT LINE WITH CENTER OF MIRROR AND VANITY ø 0' - 5"ø 0' - 5" D-1 TR-1 HW-2 CAB-7 PLU-80 PLU-65 PLU-71 PLU-15 M-3 OPEN TO BUNK CLOSET AND BATH1' - 0"0' - 9 1/2" 0' - 9 1/2" READING LIGHT METAL RAILING AND LADDER WOOD BUNK FRAME TYP. HOUSE BASE PLU-16 ALIGN TILE GROUT LINE WITH SHOWER BENCH ZERO THRESHOLD SHOWER, DEPRESS PAN TO SHOWER DRAIN 2CM SOLID SURFACE FLOATING SHOWER BENCH WITH MITERED EDGES STRAIGHT SET TILE FLOOR TO CEILING T-14 TO BUNK ROOM CLOSET OPEN5' - 0"2CM SOLID SURFACE FLOATING SHOWER BENCH EQ EQ 2' - 0"2' - 3" 0' - 9" FLOATING VANITY 2 CM SOLID SURFACE COUNTERTOP STRAIGHT SET TILE FLOOR TO CEILING 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH FINISH TILE EDGE WITH SCHLUTER PROFILE T-14 OPEN STRAIGHT SET TILE FLOOR TO CEILING FINISH TILE EDGE WITH SCHLUTER PROFILE 6' - 8"CT-4 G-1 OPEN 6' - 8" 3' - 4"10' - 0"APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERING WP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:08 AM UNIT A-INTERIOR ELEVATION IA4.2 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT A-BUNK ROOM FLOOR PLAN 1/2" = 1'-0"2 UNIT A-BUNK ROOM NORTH 1/2" = 1'-0"5 UNIT A-BUNK BATH EAST 1/2" = 1'-0"4 UNIT A-BUNK BATH SOUTH 1/4" = 1'-0"10 BUNK ROOM A - INSPIRATION IMAGE 1/2" = 1'-0"3 UNIT A - BUNK ROOM EAST 1/2" = 1'-0"8 UNIT A - BUNK BATH SHOWER NORTH 1/2" = 1'-0"6 UNIT A - BUNK BATH WEST 1/2" = 1'-0"7 UNIT A - BUNK SHOWER SOUTH 1/2" = 1'-0"9 UNIT A-BUNK SHOWER NORTH 06/19/23 W/DW/D STACKED WASHER AND DRYER FOLD-OUTIRONINGBOARD6' - 0"T-15 PLU-72 TYP. HOUSE BASE STRAIGHT SET TILE 3' - 0" 1' - 10" 3' - 6"6' - 0" CAB-10 CAB-11 PLU-73 T-18FLUSH IRONING BOARD WITHIN WALL, POWER TO BE PROVIDED TYP. HOUSE DOOR CASING TYP. HOUSE BASE 2 CM SOLID SURFACE COUNTERTOP 3' - 0"1' - 5"2' - 3" D-1 TR-1 HW-2 TR-2 CT-3 STACKED WASHER / DRYER 1' - 10" 3' - 0" 1' - 0" 2' - 1" FINISH EDGE WITH WHITE SCHLUTER PROFILE 3' - 6"8' - 4"T-18 CT-3 APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:09 AM UNIT A-INTERIOR ELEVATION IA4.3 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT A-LAUNDRY ROOM FLOOR PLAN 1/2" = 1'-0"3 UNIT A-LAUNDRY EAST 1/2" = 1'-0"4 UNIT A-LAUNDRY SOUTH 1/2" = 1'-0"6 UNIT A - LAUNDRY NORTH 06/19/23 OFFICE BATH BENCH CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD EQ 3' - 0" SINGLE TROUGH SINK EQ T-12 CT-4 (2) COURSES 2" X 8" TILE 5' - 6"PLATE MIRROR AFFIXED TO WALL 4" ABOVE COUNTER TO CEILING PENDANT LIGHTING CEILING MOUNT TILE TO VERTICALLY FRAME PLATE MIRROR ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN2' - 0"9" DIA.5' - 0"FINISH TILE EDGE WITH BLACK SCHLUTERPROFILE 0' - 4 1/4"TROUGH SINK 5.5"H2' - 6 1/2" CAB-5 PLU-80 PLU-55 PLU-56 PLU-63 T-13 T-12 CT-4 M-2 OFFICE BUILT-IN FULL- HEIGHT CABINETRY BUILT-IN 1' - 8 1/2"2' - 0 1/4"3' - 1 1/4"3' - 1 1/4"7' - 1 3/4" 1' - 8 1/2"WD-1 OPEN TO HALL 12' - 0"DRYWALL BRIDGE LED LIGHTING DRAWERS TYP. HOUSE BASE SLIDING GLASS DOORS D-2 3' - 2"3' - 1 1/4"12' - 0"GLASS DOOR WITH 1" BLACK FRAMED METAL COUNTERTOP BY CABINET MAKER MATERIAL TO MATCH CABINETS DRYWALL BRIDGE WITH LED PUCK LIGHTS CABINET PANELEQ EQ EQ FIXED SHELVING WITH LED LIGHTING7' - 0"3' - 0" DRAWERS BEHIND GLASS DOORS DRAWERS 6' - 11 3/4" CAB-5 5' - 6"ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN 3' - 6"3' - 6" 7' - 0"FINISH TILE EDGE WITH SCHLUTERPROFILE ROBE HOOKS TYP. HOUSE DOOR CASING TYP. HOUSE BASE EQEQ EQ EQ EQEQEQ 5' - 0"D-1 TR-1 HW-2 TR-2 PLU-57, 58 PLU-60 PLU-59 PLU-61 T-12 OPEN ROBE HOOK2 CM SOLID SURFACE COUNTERTOP FRAMELESS SHOWER SURROUND 2' - 10 1/2" 0' - 0 1/4"G-1 EQ EQ TO W/C TYP. HOUSE BASE5' - 0"2' - 10 1/2" 2' - 1 1/2"TYP. HOUSE DOOR CASE D-1 TR-1 HW-2 TR-2 PLU-62 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH OPEN 1' - 6" 0' - 3"1' - 6 1/2"APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:12 AM UNIT A-INTERIOR ELEVATION IA4.4 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT A - OFFICE BATH FLOOR PLAN 1/2" = 1'-0"2 UNIT A - OFFICE BATH NORTH 1/2" = 1'-0"8 UNIT A-OFFICE FLOOR PLAN 1/2" = 1'-0"9 UNIT A - OFFICE EAST 1/2" = 1'-0"10 UNIT A - OFFICE SOUTH 1" = 1'-0"11 OFFICE BUILT-IN CONCEPT 1/2" = 1'-0"4 UNIT A -OFFICE BATH SOUTH 1/2" = 1'-0"3 UNIT A - OFFICE BATH EAST 1/2" = 1'-0"5 UNIT A - OFFICE BATH WEST 1/2" = 1'-0"6 UNIT A - OFFICE SHOWER EAST 1/2" = 1'-0"7 UNIT A - OFFICE SHOWER WEST 06/19/23 GUEST BATH 2 BENCH CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD3' - 0"T-10 PLU-36 PLU-37 PLU-37 CT-4 0' - 9" 2' - 3"3' - 0"5' - 0" LIGHTED MIRROR, POWER TO BE PROVIDED OPEN FLOATING VANITY VERTICAL STRAIGHT SET BACKSPLASH TILE, COUNTER TO CEILING 3' - 0"CAB-6 L-12 T-11 CT-4 GUEST BATH 1 BENCH CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD 3' - 0"EQ EQ EQ EQEQ EQ T-10 PLU-28 PLU-29 PLU-29 CT-4 2' - 0"3' - 0"5' - 0"60" X 36" LIGHTED MIRROR, PLACED 40" AFF 0' - 9" FLOATING VANITY VERTICAL STRAIGHT SET TILE, WALL BASE TO CEILING 0' - 4" 2' - 3" EQ5' - 0" EQ 2 CM SOLID SURFACE COUNTERTOP TYP. HOUSE BASE EQEQ TR-2 CAB-6 PLU-35 PLU-80 L-12 CT-4 5' - 0"EQ EQ 3' - 6" 3' - 6"7' - 0"0' - 9" 2' - 3" 2' - 0"EQEQ 5' - 0"EQEQ TYP. HOUSE DOOR CASING D-1 TR-1 HW-2 PLU-30 PLU-31 PLU-32PLU-34 T-11 OPEN 7' - 0"ROBE HOOKS FRAMELESS GLASS SHOWER SURROUND EQ EQ EQ EQ 5' - 6"PLU-33 G-1 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH 0' - 3"OPEN 2 CM SOLID SURFACE SHOWER BENCH FINISH WALL WITH GLAZED EDGE TILE 7' - 0"DEPRESS SHOWER PAN AND SLOPE TO DRAIN 1' - 6"1' - 3" VERTICAL STRAIGHT SET TILE FLOOR TO CEILING T-11 OPEN FRAMELESS GLASS SHOWER SURROUND PLU-43 PLU-80 G-1 FLOATING VANITY TO GUEST BEDROOM 2CM SOLID SURFACE COUNTERTOP ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN SOLID SURFACE SHOWER BENCH MITER EDGE 0' - 3"5' - 0"EQEQ FINISH WALL WITH GLAZED EDGE TILE T-11 CT-4 PLU-42 5' - 0"EQ EQ 3' - 6" 3' - 6"7' - 0"EQ EQ EQ EQ TILE WITH GLAZED EDGES TO FINISH WALL TYP. HOUSE DOOR CASING TYP. HOUSE BASE TO W/C DEPRESS SHOWER PAN TO DRAIN 2 CM SOLID SURFACE COUNTERTOP 5' - 0"5' - 6"ROBE HOOK D-1 TR-1 HW-2 PLU-39 PLU-40 PLU-38 PLU-41 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH 2 CM SOLID SURFACE SHOWER BENCH 1' - 3" VERTICAL STRAIGHT SET TILE CT-4 2' - 1" ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN FLOATING VANITY 2 CM SOLID SURFACE COUNTERTOP2 CM SOLID SURFACE SHOWER BENCH MITER EDGES TYP. HOUSE DOOR CASING 0' - 9" 2' - 3" 2' - 0"5' - 0"1' - 6"EQ EQ TYP. HOUSE BASE D-1 TR-1 HW-2 T-11 CT-4 APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOOD WD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:14 AM UNIT A-INTERIOR ELEVATION IA4.5 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"8 UNIT A - GUEST BATH 2 FLOOR PLAN 1/2" = 1'-0"11 UNIT A - GUEST BATH 2 SOUTH 1/2" = 1'-0"1 UNIT A - GUEST BATH 1 FLOOR PLAN 1/2" = 1'-0"3 UNIT A - GUEST BATH 1 EAST 1/2" = 1'-0"4 UNIT A - GUEST BATH 1 SOUTH 1/2" = 1'-0"5 UNIT A - GUEST BATH 1 WEST 1/2" = 1'-0"6 UNIT A - GUEST BATH 1 SHOWER EAST 1/2" = 1'-0"7 UNIT A - GUEST BATH 1 SHOWER WEST 1/2" = 1'-0"9 UNIT A - GUEST BATH 2 NORTH 1/2" = 1'-0"10 UNIT A - GUEST BATH 2 EAST 1/2" = 1'-0"12 UNIT A - GUEST BATH 2 WEST 1/2" = 1'-0"13 UNIT A - GUEST SHOWER 2 NORTH 1/2" = 1'-0"2 UNIT A - GUEST BATH 1 NORTH 06/19/23 LIGHTED MIRROR, POWER TO BE PROVIDED DRAWERS 2 CM SOLID SURFACE COUNTERTOP 5' - 6"FREESTANDING TUB 4' - 0" 2' - 11"4' - 0"0' - 8" EQEQ EQ 2X8" WALL TILE COUNTER TO CEILING 24" SQ. FLOOR TILE TO COUNTER HEIGHT CAB-2 PLU-53 L-11 T-6 T-7 CT-3 BENCHJR. MASTER SUITECONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD CLOSET JR MASTER BATH WD-1 WD-1 T-6 PLU-44 PLU-45 PLU-45 CORNER FIREPLACE 12" x 24" TILE POLISH EDGES, WRAP TO BACK WALL 1' - 6" 4' - 2"3' - 0"FP-3 T-9 OPEN 10' - 0"7' - 0"TO W/CTO SHOWER FRAMELESS GLASS SHOWER SURROUND FLOOR MOUNTED TUB FILLER AND FREESTANDING TUB STAIN WOOD ON CEILING TREATMENT TO MATCH WOOD FLOORING G-1 2' - 0"EQEQ TO BEDROOM 3' - 0"EQEQ TR-1 TR-2 PLU-80 PLU-54 PLU-52 1' - 6"2CM SOLID SURFACE COUNTERTOP 0' - 3"VERTICAL STACK TILE 3" THICK BENCH, MITER EDGE 2 CM SOLID SURFACE SHOWER BENCH 0' - 4" 24" SQ. TILE TO COUNTER HEIGHT PLU-50 PLU-51 T-6 T-7 4' - 0"2' - 0" 4' - 0" TILE BACK OF NICHE FINISH EDGE WITH TILE PENCIL LINER NICHE TO RUN FULL LENGTH OF SHOWER 2 CM SOLID SURFACE LEDGE AND SHOWER BENCH TO MATCH COUNTERTOP 1' - 6" T-7 T-8 CT-3 EQEQ EQEQ 5' - 0"3' - 6"3' - 6" 7' - 0"PLU-48 PLU-49 PLU-47 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH 1' - 6" OPEN 7' - 0"APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:18 AM UNIT A-INTERIOR ELEVATION IA4.6 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"4 UNIT A - JR. MASTER BATH SOUTH 1/2" = 1'-0"8 UNIT A - JR. MASTER FLOOR PLAN 1/2" = 1'-0"9 UNIT A - JR MASTER NORTH 1/2" = 1'-0"1 UNIT A - JR MASTER BATH NORTH 1/2" = 1'-0"10 UNIT A - JR MASTER BATH EAST 1/2" = 1'-0"11 UNIT A - JR MASTER BATH WEST 1/2" = 1'-0"2 UNIT A - JR MASTER SHOWER NORTH 1/2" = 1'-0"3 UNIT A - JR MASTER SHOWER EAST 1/2" = 1'-0"5 UNIT A - JR MASTER SHOWER SOUTH 06/19/23 BENCHMASTER BATH MASTER CLOSET CONTROL PANEL FOR STEAM SHOWER CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD W/D CONTINUOUS BENCH 2' - 4"1' - 3" 33" X 70" FREESTANDING TUB HOOKS HOOKS EQ EQ EQ TILE RETURN WALL T-3 T-3 PLU-11 PLU-11 PLU-19 PLU-22 L-8 3' - 0"TYP. HOUSE BASE 0' - 6" OPEN TO BEDROOM EQ 4' - 2" EQ FLOATING VANITY WITH UNDERCABINET LED LIGHTING MIRROR-MOUNTED SINGLE FAUCET AFFIXED PLATE MIRROR COUNTERTOP TO CEILING CENTER PENDANTS ON LAVATORY FAUCET AND SINK 2CM SOLID SURFACE COUNTERTOP FREESTANDING TUB AND FLOOR-MOUNTED TUB FILLER STRAIGHT SET TILE AT TUB WALL FROM BASE TO CEILING 2' - 3" 0' - 9" 0' - 2"CAB-4 PLU-12 L-9 T-3 TR-2 CT-3 M-1 HALL TO BEDROOM 3' - 6"3' - 6" 5' - 0"7' - 0"2' - 1" FLOATING VANITY WITH LED UNDERCABINET LIGHTING EQ EQ EQ EQ 5' - 0"EQ EQ PLU-17 PLU-18 PLU-16 PLU-20 TYP. HOUSE BASE 1' - 6"CONTROLS FOR STEAM SHOWER 0' - 3"1' - 3" TO MASTER CLOSET TO W/C FULL HEIGHT GLASS FOR STEAM SHOWER 4' - 0"OPERATIONAL TRANSOM SHOWER WINDOW 5' - 6"EQEQ EQ ROBE HOOKS D-1 TR-1 HW-2 TR-2 CT-3 G-1 ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN 3' - 9" FLOATING BENCH 2CM NICHE STONE LEDGE NICHE FULL-WALL LENGTH (1) COURSE OF TILE HIGH. WALL TILE PATTERN TO FOLLOW TILE CEILING FOR STEAM SHOWER 1' - 6"2' - 4"0' - 3"2' - 0"OPERATIONAL TRANSOM SHOWER WINDOW 5' - 6"EQEQ ROBE HOOKS PLU-13 PLU-15 PLU-21 T-3 1' - 3" 1' - 6" 1' - 6"3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH 2 CM SOLID SURFACE SHOWER BENCH T-3 CT-3 APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:21 AM UNIT A-INTERIOR ELEVATION IA4.7 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT A - MASTER BATH FLOOR PLAN 1/2" = 1'-0"2 UNIT A - MASTER BATH NORTH 1/2" = 1'-0"3 UNIT A - MASTER BATH EAST 1/2" = 1'-0"4 UNIT A - MASTER BATH SOUTH 1/2" = 1'-0"5 UNIT A - MASTER BATH WEST 1/2" = 1'-0"10 UNIT A - MASTER SHOWER NORTH 1/2" = 1'-0"11 UNIT A - MASTER SHOWER SOUTH 06/19/23 LIVING TRELLIS AT LIVING ROOM WALL PAINTED WOOD AT 10'-0" AFF 1' - 2" 0' - 4" 1' - 2" 0' - 4" 1' - 2" 0' - 4" 1' - 2" 0' - 4" WD-1 WOOD TRELLIS AT LIVING ROOM WALL, TO BE PAINTED 5' - 6"TV 2' - 6 1/2"STONE SLAB HEARTH AT FIREPLACE PLACE AND BOTH RETURNS EXTERIOR STONE AT FIREPLACE SURROUND, GERMAN SCHMEAR REFER TO DESIGNER SCHEDULE FOR TONGUE AND GROOVE WOOD CLADDING AT CEILING TREATMENT, SHOU SUGI BAN 10' - 0" 0' - 8"31" X 75" FIREBOX REFER TO DESIGNER SPECIFICATIONS FOR MANUFACTURER INFO WALL MOUNTED TV, POWER TO BE PROVIDED AP-1 16" STONE BASE A1.1 3 AP-1 PAINTED BEAMS TR-3 EQ. 6' - 3" EQ. TR-4 TR-3 FP-1 CT-2 MASTER BEDROOM STONE TILE AT FIREPLACE WALLS TV 4"DEPTH STONE HEARTH WD-1 T-5 (CT-2)5' - 6"1' - 0" TV WALL MOUNTED TV, POWER TO BE PROVIDED 31" X 52" LEFT CORNER FIREBOX TYP. HOUSE DOOR CASING POLISH EDGES TO FINISH TILE WRAP 4' - 2"2' - 7"0' - 4" 4"D STONE HEARTH D-1 TR-1 HW-2 T-5 (CT-2) FP-2 T-4 APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:22 AM UNIT A-INTERIOR ELEVATION IA4.8 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT A - LIVING ROOM FLOOR PLAN 1/2" = 1'-0"2 UNIT A - LIVING EAST 1/2" = 1'-0"3 UNIT A - MASTER FLOOR PLAN 1/2" = 1'-0"4 UNIT A - MASTER BEDROOM EAST 06/19/23 WET BAR KITCHEN DINING REF. DW DW U/C REF. TRASH KNEE SPACE GLASS DISPLAY UNDERCOUNTER CABINET MICRO WD-1 WD-1 PLU-1 AIR SWITCH FOR GARBAGE DISPOSAL PLU-3 PLU-4 PLU-6AIR SWITCH FOR GARBAGE DISPOSAL PLU-89' - 0" 2' - 0" U/C REF. 2CM SOLID SURFACE 2' - 0" 2' - 6"2' - 3" 6' - 11 3/4" FIXED SHELVES WITH LED LIGHTING GLASS UPPER CABINETS 9' - 4" REF/ FRZR DOUBLE WALL-OVEN 2 CM SOLID SURFACE 3' - 0" 4' - 0"POLISH EDGES TO FINISH HANDCUT TILE LIFT-UP HARDWARE ALONG TOP ROW OF CABINETRY 3' - 0" 2' - 0" 4' - 0"DRAWER STORAGE 2' - 1" CAB-1 CAB-2 UPPER CABINETS A-6 A-4 A-7 CAB-3 CAB-3 PLU-9 AIR SWITCH FOR GARBAGE DISPOSAL PLU-8 PLU-10 T-1 T-2 CT-1CT-1 OPEN TO HALL 3' - 0"STONE BACKSPLASH POLISH EDGES TO FINISH9' - 0"2' - 0"HOOD SECTION 3" SHALLOWER THAN UPPER CABINETS 2CM STONE SLAB 36" COOKTOP FULL HEIGHT CABINET CAB-2 BASE CABINETS CAB-1 UPPER CABINETS CAB-2 TOUCH LATCH HARDWARE 2' - 1" 1' - 4" CAB-2 A-1 A-2T-1 CT-1 TRASH 10' - 2 3/4" DW DW 3' - 0"2 CM SOLID SURFACE COUNTERTOP A-3 A-5 CT-1 KNEE SPACE FIXED CABINET PANELS 3' - 0"1' - 0" 3' - 0 1/4" GLASS CABINET WITH SHELVES AND LED LIGHTING 3' - 0"RECESSED FIXED CABINET PANELS FOR KNEE SPACE 2CM SOLID SURFACE 2' - 4" CAB-2 AIR SWITCH FOR GARBAGE DISPOSAL PLU-3 PLU-4 PLU-5 FAUCET HANDLE FIXED CABINET PANELS 4' - 0" APPLIANCE INTERIOR KEY LEGEND-UNIT A A PAINTAP CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD WALLCOVERINGWP MIRRORM SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:25 AM UNIT A-INTERIOR ELEVATION IA4.9 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT A - KITCHEN / DINING FLOOR PLAN 1/2" = 1'-0"2 UNIT A - KITCHEN SOUTH / WET BAR 1/2" = 1'-0"3 UNIT A - KITCHEN WEST 1/2" = 1'-0"4 UNIT A - KITCHEN ISLAND 1 1/2" = 1'-0"5 UNIT A - KITCHEN ISLAND 2 1/2" = 1'-0"6 UNIT A - KITCHEN ISLAND 3 1/2" = 1'-0"7 UNIT A - KITCHEN ISLAND 4 06/19/23 MUD ROOM CUBBIES UPPER CUBBIES UPPER CUBBIES UPPER CUBBIESBENCH T-8 CPT-1 3' - 4 1/2" EQ EQ EQ EQ AFFIXED PLATE MIRROR EQ EQ 4' - 0"EQ EQ EQ EQ EQ EQ WALL MOUNTED HOOKS TYP. HOUSE DOOR CASING TYP. HOUSE BASE D-1 TR-1 HW-3 TR-2 MR-5 1' - 3" 1' - 10 1/2"2' - 0 3/4" 2' - 0 3/4" FULL HEIGHT AFFIXED CUBBIE SHELVING BOOT DRYERS 24"W x 64"H (x2), POWER TO BE PROVIDED 2' - 4 3/4" 4' - 0" 2' - 4 3/4" DUPLICATE HOOK PLACEMENT ON EACH SIDE OF BOOT DRYER BACK PANEL, DARK CAB-5 BENCH SEAT CAB-9 CAB-9 WOOD TONE EQEQ EQ 1' - 9"1' - 9" 1' - 9" 2' - 1 1/2" EQ EQ EQ EQ EQ 1' - 5 1/2" 1' - 5 1/2" 1' - 5 1/2" EQEQ 4' - 6" EQ EQ 1' - 6" 2' - 0"4' - 6" 6' - 0"8' - 0"1' - 1" 0' - 10" CAB-9 WOOD TONE BACK PANEL, DARK CAB-5 BENCH SEAT CAB-9 4' - 0" 1' - 6" 1' - 6" OPEN TO ENTRY MUD ROOM CLOSET, MILLWORKER TO PROVIDE CLOSET SHELF AND ROD 2' - 0"4' - 6" 1' - 6" 1' - 6" 1' - 3" OPEN CUBBY TYP. HOUSE BASE SKI ROOM EXTERIOR STONE CLADDING, FLOOR TO CEILING T-88' - 9 1/4"OPEN TO ENTRY TYP. HOUSE BASE A-9 TYP. HOUSE DOOR CASING D-1 TR-1 HW-3 TR-2 TYP. HOUSE BASE TO GARAGE TYP. HOUSE BASE TYP. HOUSE DOOR CASING D-1 TR-1 HW-3 TR-2 ENTRY EXTERIOR STONE CLADDING, FLOOR TO CEILING 2 STACKED WALL SCONCES 2 STACKED WALL SCONCES TO MATCH SAME MOUNTING HEIGHT AS ON NORTH WALL 7' - 7"1' - 2" T-8 5' - 6" 1' - 0"6' - 6"WOOD TREAD AND RISERS TYP. HOUSE DOOR CASING TYP. HOUSE BASE EQ EQ D-1 TR-1 HW-3 TR-2 HW-1 R-3 R-2 L-4 SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 1/2" = 1'-0"6/28/2022 9:43:27 AM UNIT B-INTERIOR ELEVATION IA5.0 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT B - MUD ROOM FLOOR PLAN 1/2" = 1'-0"2 UNIT B - MUD ROOM NORTH 1/2" = 1'-0"3 UNIT B - MUD ROOM EAST 1/2" = 1'-0"4 UNIT B - MUD ROOM SOUTH 1/2" = 1'-0"5 UNIT B - MUD ROOM WEST 1/2" = 1'-0"6 UNIT B - SKI ROOM FLOOR PLAN 1/2" = 1'-0"7 UNIT B - SKI ROOM NORTH 1/2" = 1'-0"8 UNIT B - SKI ROOM EAST 1/2" = 1'-0"9 UNIT B - SKI ROOM SOUTH 1/2" = 1'-0"10 UNIT B - SKI ROOM WEST 1/2" = 1'-0"11 UNIT B - ENTRY FLOOR PLAN 1/2" = 1'-0"12 UNIT B - ENTRY NORTH 06/19/23 BUNK ROOM BUNK CLOS. BUNK BATH BENCH QUEEN TWIN TWINQUEENEQ EQ EQ 1' - 3"CEILING TO BE PREPPED FOR WOOD INSTALLTV CPT-1 CPT-1 T-13 PLU-61 READING LIGHT PREP CEILING FOR WOOD CEILING INSTALL TR-2 5' - 6"EQEQ EQ 1' - 6"0' - 3"1' - 3" 8" X 48", 1/3 OFFSET PATTERN. ALL SHOWER WALLS TYP. HOUSE BASE TYP. HOUSE DOOR CASING 2 CM SOLID SURFACE SHOWER BENCH ROBE HOOKS D-1 TR-1 HW-3 TR-2 PLU-67 T-13 EQ EQ 3' - 6" 3' - 6"5' - 0"EQ EQ 1' - 0" 3' - 0"0' - 9" 2' - 2 3/4" MOSAIC TILE BACKSPLASH TO RUN TO CEILING APPLIED PLATE MIRROR OPEN RUN SHOWER WALL TILE TO GLASS 2cm STONE COUNTERTOP2' - 0"7' - 0"FLOATING VANITY CAB-10 PLU-73 PLU-62 PLU-63 PLU-65 PLU-64 PLU-68 L-15 T-14 CT-9 MR-3 OPEN EQ. EQ. 5' - 0"FLOATING VANITY 0' - 9"PLU-66 G-5 3' - 0" EQ. EQ.2' - 0"5' - 0"TYP. HOUSE BASE TYP. HOUSE DOOR CASING D-1 TR-1 HW-3 TR-2 1' - 3"1' - 6"WALL TILE PATTERN TO FOLLOW FLOORING PATTERN. ONLY ON EAST SHOWER WALL T-13 ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH OPEN 2 CM SOLID SURFACE SHOWER BENCH FRAMELESS GLASS SHOWER SURROUND READING LIGHTS METAL LADDER AND RAILING WOOD BUNK FRAME 3' - 2"3' - 2"READING LIGHTS 1' - 0"1' - 0"2' - 0"5' - 5"5' - 5" 2' - 0"OPEN TO BUNK HALL WOOD CEILING THROUGHOUT ROOM TR-4 TR-5 L-14 APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:29 AM UNIT B-INTERIOR ELEVATION IA5.1 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT B - BUNK SUITE FLOOR PLAN 1/2" = 1'-0"2 UNIT B - BUNK ROOM NORTH 1/2" = 1'-0"6 UNIT B - BUNK BATH SOUTH 1/2" = 1'-0"4 UNIT B - BUNK BATH NORTH 1/2" = 1'-0"5 UNIT B - BUNK BATH EAST 1/2" = 1'-0"7 UNIT B - BUNK BATH WEST 1/2" = 1'-0"8 UNIT B - BUNK BATH SHOWER EAST 1/2" = 1'-0"9 UNIT B - BUNK BATH SHOWER WEST 3" = 1'-0"10 BUNK ROOM B - INSPIRATION IMAGE 1/2" = 1'-0"3 UNIT B - BUNK ROOM EAST 06/19/23 WET BAR REC ROOM TVEQEQ U/C REF WD-1 PLU-69 AIR SWITCH FOR GARBAGE DISPOSAL PLU-72 POWDER 4' - 0 3/4"2' - 2"TYP. HOUSE BASE PLU-73 TR-2 PLU-26 3' - 0"WALL HUNG MIRROR 3' - 0"7' - 1"0' - 4" 3' - 0" PRE-FABRICATED VANITY EQEQ 5' - 0"PLU-53 PLU-54 PLU-55 L-11 MR-4 5' - 0"2' - 0"3' - 0"2' - 2" EQ EQ TYP. HOUSE BASE TYP. HOUSE DOOR CASING PRE-FAB VANITY 2' - 0" D-1 TR-1 HW-3 TR-2 PLU-57 PLU-58 LAUNDRY W/D W/D HANGING ROD T-8 PLU-59 2 CM SOLID SURFACE COUNTERTOP DOUBLE SET OF WASHER / DRYER CT-8 2' - 0"4' - 0" HANGING ROD 78" AFF UNDERCABINET LED LIGHTING 2CM SOLID SURFACE COUNTERTOP TYP. HOUSE BASE STRAIGHT SET VERTICAL TILE COUNTER TO CEILING TILE BACKSPLASH ONLY AT SINK WALL 3' - 0" 3' - 6"6' - 6"CAB-8 PLU-60 T-12 2' - 0" U/C REF. 2 CM SOLID SURFACE3' - 6"3' - 0" TILED BACKSPLASH APPLIED FROM COUNTER TO UPPER CABINET A-8 CAB-7 PLU-72 PLU-71 T-9 CT-7 APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:32 AM UNIT B-INTERIOR ELEVATION IA5.2 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT B - REC ROOM FLOOR PLAN 1/2" = 1'-0"3 UNIT B - POWDER ROOM FLOOR PLAN 1/2" = 1'-0"4 UNIT B - POWDER NORTH 1/2" = 1'-0"5 UNIT B - POWDER SOUTH 1/2" = 1'-0"6 UNIT B - POWDER WEST 1/2" = 1'-0"8 UNIT B- LAUNDRY ROOM FLOOR PLAN 1/2" = 1'-0"9 UNIT B - LAUNDRY NORTH 1/2" = 1'-0"10 UNIT B - LAUNDRY EAST 1/2" = 1'-0"2 UNIT B-WET BAR NORTH 06/19/23 BENCHGUEST BATH 1 CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD EQ EQ EQROBE HOOKS 2' - 2"T-10 PLU-27 5' - 10"2' - 8"EQ EQ 2CM SOLID SURFACE COUNTERTOP 32" X 70" LIGHTED MIRROR, POWER TO BE PROVIDED 2' - 0"ACCENT TILE WALL BASE TO CEILING TYP. HOUSE BASE3' - 6"T-11 CAB-5 PLU-28 PLU-34 L-12 CT-8 FLOATING VANITY 2 CM SOLID SURFACE FLOATING SHOWER BENCH TYP. HOUSE BASE TYP. HOUSE DOOR CASING D-1 TR-1 HW-3 TR-2 PLU-32 1' - 1"EQ. T-10 ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN 3' - 6"3' - 6" EQ EQ 5' - 0"EQ EQ 7' - 0"PLU-30 PLU-29 PLU-31 PLU-32 EQ. EQ. 5' - 0"PLU-33T-10 1' - 6"ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN 2 CM SOLID SURFACE SHOWER BENCH FRAMELESS GLASS SHOWER SURROUND RUN TILE INTO SHOWER GLASS 1' - 3" G-3 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH STRAIGHT SET TILE PAN TO CEILING OFFICE BUILT-IN DRAWER BASE DRAWER BASE EQHOOKS WD-1 BENCHOFFICE BATH 3' - 2 1/2"CLOSET EQEQ HOOKS T-5 TYP. HOUSE BASE CLOSET ROD AND SHELF D-1 TR-1 HW-3 TR-2 EQ EQ 5' - 0"PLU-24 PLU-26 STRAIGHT SET TILE, SHOWER PAN TO CEILING 3' - 6" 3' - 6"7' - 0"OPEN 2CM SOLID SURFACE COUNTERTOP FLOATING VANITY 36" X 48" LIGHTED MIRROR, POWER TO BE PROVIDED POLISH EDGES TO FINISH TILE WALL ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN3' - 6" 3' - 0"4' - 0"EQ EQ 0' - 9"5.5" H TROUGH SINK CAB-6 PLU-19 PLU-20 T-6 CT-6 OPEN FRAMELESS GLASS SHOWER SURROUND G-4TO CLOSET TYP. HOUSE BASE0' - 3"SOLID SURFACE FLOATING BENCH MITER EDGES 5' - 6"EQ EQ HOOKS PLU-25 T-6 SOLID SURFACE AT COUNTERTOP PANELS AT SIDES AND BACK OF BUILT-IN FLOATING SHELVES WITH LED LIGHTING EQ EQ EQTYP. HOUSE BASE OPEN 2' - 0" DRAWER BASE 2' - 0" TR-2 CAB-6 APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRROR MR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:36 AM UNIT B-INTERIOR ELEVATION IA5.3 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT B - GUEST BATH 1 FLOOR PLAN 1/2" = 1'-0"2 UNIT B - GUEST BATH 1 NORTH 1/2" = 1'-0"3 UNIT B - GUEST BATH 1 EAST 1/2" = 1'-0"4 UNIT B - GUEST BATH 1 WEST 1/2" = 1'-0"5 UNIT B - GUEST SHOWER 1 NORTH 1/2" = 1'-0"6 UNIT B - GUEST SHOWER 1 SOUTH 1/2" = 1'-0"7 UNIT B - OFFICE FLOOR PLAN 1/2" = 1'-0"9 UNIT B - OFFICE BATH FLOOR PLAN 1/2" = 1'-0"10 UNIT B - OFFICE BATH NORTH 1/2" = 1'-0"11 UNIT B - OFFICE BATH EAST1/2" = 1'-0" 12 UNIT B-OFFICE BATH SOUTH 1/2" = 1'-0"13 UNIT B- OFFICE SHOWER WEST 1/2" = 1'-0"8 UNIT B - OFFICE EAST PLU-73 PLU-21 PLU-23 06/19/23 GUEST BATH 2 CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD BENCHRECESSED SPOT LIGHTS EQEQ HOOKS T-3 PLU-35 L-13 GUEST BATH 3 CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD BENCHEQ EQROBE HOOKS T-3 T-3 PLU-35 PLU-44 2' - 2" L-13 EQ EQ 5' - 0"FRAMELESS GLASS SHOWER SURROUND 1' - 10" OPEN FLOATING VANITY OPEN PLU-50 G-27' - 0"3' - 6" 5' - 0"3' - 6"EQ EQ EQ EQ EQ EQ PLATE MIRROR AFFIXED TO WALL RUN TO CEILING 0' - 9"9"H STONE BACKSPLASH TO MATCH 2cm COUNTERTOP WALL MOUNTED FAUCET RUN SHOWER WALL TILE TO GLASS 0' - 9" 2' - 3" OPEN TYP. HOUSE BASEPLU-73 PLU-45 PLU-47 PLU-48 PLU-49 2' - 0"PLU-52 T-4 MR-2 TO W/C G-2 RUN SHOWER WALL TILE TO GLASS 2 CM SOLID SURFACE SHOWER BENCH 1' - 6"ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN5' - 6"ROBE HOOK D-1 TR-1 HW-3 TR-2 PLU-51 T-4 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH 0' - 3"1' - 6"TYP. HOUSE DOOR CASING ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN STRAIGHT SET TILE TO CEILING TYP. HOUSE BASE 5' - 6"0' - 10 1/4"0' - 10" ROBE HOOKS BLACK SCHLUTER TO FINISH TILE EDGE D-1 TR-1 HW-3 TR-2 PLU-42 T-4 OPEN FRAMELESS GLASS SHOWER SURROUND G-2 2' - 0"TYP. HOUSE BASE TR-2 EQ EQ 5' - 0"PLU-41 PLU-433' - 6"3' - 6" 7' - 0"5' - 0"OPEN 9"H STONE BACKSPLASH TO MATCH 2 CM COUNTERTOP WALL MOUNTED FAUCET AFFIXED PLATE MIRROR TO RUN TO CEILING TYP. HOUSE BASE EQ EQ EQ EQ 2' - 0"0' - 9"CAB-5 PLU-36 PLU-73 PLU-38 PLU-39 PLU-40 CT-5 MR-2 3" THICK BENCH, MITER EDGE STAINLESS STEEL WALL MOUNTED BRACKET FOR BENCH SUPPORT LED WATERPROOF TAPE LIGHTING UNDER FLOATING BENCH 2 CM SOLID SURFACE SHOWER BENCH 1' - 3" T-4 APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:39 AMUNIT B-INTERIOR ELEVATION IA5.4 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT B - GUEST BATH 2 FLOOR PLAN 1/2" = 1'-0"7 UNIT B - GUEST BATH 3 FLOOR PLAN 1/2" = 1'-0"8 UNIT B - GUEST BATH 3 NORTH 1/2" = 1'-0"9 UNIT B - GUEST BATH 3 EAST 1/2" = 1'-0"10 UNIT B-GUEST BATH 3 SOUTH 1/2" = 1'-0"11 UNIT B-GUEST BATH 3 WEST 1/2" = 1'-0"12 UNIT B - GUEST SHOWER 3 NORTH 1/2" = 1'-0"3 UNIT B - GUEST BATH 2 - EAST 1/2" = 1'-0"4 UNIT B- GUEST BATH 2 - SOUTH 1/2" = 1'-0"2 UNIT B - GUEST BATH 2 - NORTH 1/2" = 1'-0"5 UNIT B - GUEST BATH 2 -WEST 1/2" = 1'-0"6 UNIT B - GUEST SHOWER 2 - SOUTH 06/19/23 KITCHEN DINING DW DW 9' - 0"TRASH 48" REF UC WINEEQ EQ2' - 0 1/4"WD-1 PLU-1 AIR SWITCH FOR GARBAGE DISPOSAL PLU-3 AIR SWITCH FOR GARBAGE DISPOSAL PLU-3 PLU-5 L-5 3' - 0" WATERFALL EDGE AT KITCHEN ISLAND, MITER AT CORNERS STONE CLADDED HOOD LINER 3' - 0" 2' - 6" 3' - 6"1' - 11 1/2" PLIU-4 CT-1 OPEN TO DINING 2cm COUNTERTOP WITH WATERFALL EDGES, MITER CORNERS DW DW PULL-OUT TRASH CAB-2 AP-5 AP-5 AIR SWITCH FOR GARBAGE DISPOSAL PLU-3 CAB 1 48" REF 9' - 0"3' - 0"STONE BACKSPLASH WITH POLISHED FINISHED EDGE UPPER GLASS CABINETRY DOOR PANELS WITH INTEGRATED LED LIGHTING WINE REF 2CM SOLID SURFACE COUNTERTOP LIFT UP HARDWARE AT SIDE UPPER CABINETS 2' - 0"2' - 0" OVEN SPEED OVEN A-4 A-6 A-7 CAB-1 TR-2 CAB-3 PLU-8 CT-1 OPEN TO ELEVATOR VESTIBULE 9' - 0"STONE SLAB BACKSPLASH INTEGRATED HOOD LINER IN STONE SLAB SURROUND 2cm COUNTERTOP CAB 1 TYP. HOUSE DOOR CASING TO PANTRY STONE HOOD 36" COOKTOP CAB 1 D-1 TR-1 HW-3 A-2 A-1 CT-1 ISLAND CABINET PANELS TO BE ACCENT CABINET COLOR CAB 2 EQ EQ EQ STONE HOOD CAB-1CAB-1 WATERFALL COUNTERTOP APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASS G DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:41 AMUNIT B-INTERIOR ELEVATION IA5.5 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT B - KITCHEN / DINING FLOOR PLAN 1/2" = 1'-0"2 UNIT B - KITCHEN NORTH 1/2" = 1'-0"3 UNIT B - KITCHEN EAST 1/2" = 1'-0"4 UNIT B - KITCHEN SOUTH/WET BAR 1/2" = 1'-0"5 UNIT B - KITCHEN WEST 1/2" = 1'-0"6 UNIT B - KITCHEN ISLAND WEST 06/19/23 FLOATING VANITY 2CM SOLID SURFACE COUNTERTOP, BACKSPLASH AND 6"D SHELF CEILING MOUNTED MIRRORS CEILING MOUNTED PENDANT LIGHTING WINDOW DRAWERS WALL MOUNTED FAUCETS, MOUNT INTO STONE 1' - 0"2' - 3" 0' - 9" 3' - 4"2' - 0" 4' - 0"CAB-4 PLU-10 L-7 CT-3 MR-1 5' - 6"5' - 0"0' - 9" EQ. EQ. ROBE HOOK 2 CM SOLID SURFACE SHELF TO MATCH BACKSPLASH AND COUNTERTOP 2' - 3" 3' - 0"1' - 0"0' - 6" EQEQ EQ 2' - 1" FROSTED GLASS ENCLOSURE AND DOOR TO W/C PLU-16 PLU-17 G-1 5' - 0"2 CM SOLID SURFACE SHELF 0' - 9" 2' - 3" 1' - 0"FULL HEIGHT SHOWER GLASS FOR STEAM SHOWER TYP. HOUSE BASE EQ EQ FLOATING VANITY WALL MOUNTED FAUCET OPERATIONAL TRANSOM SHOWER WINDOW TR-21' - 6"2CM SOLID SURFACE SHOWER BENCH CONTINUE FLOOR PATTERN AT BENCH FACE CLEAR FRAMELESS GLASS FULL WALL, BENCH TO CEILING T-1 ZERO THRESHOLD, DEPRESS SHOWER SLAB AND SLOPE CENTER TO DRAIN 3' - 6" 3' - 6"EQ EQ TILE CEILING FOR STEAM SHOWER 7' - 0"5' - 0"EQEQ PLU-12 PLU-13 PLU-14 TILE INTO SILL POLISH EDGES TO FINISH 1' - 6"1' - 6" T-2 5' - 2" STONE SLAB WRAP STONE SLAB AT RETURN WALL MITER EDGE 1' - 4"1' - 0" CORNER FIREPLACE FP-2 CT-4 BENCH MASTER CLOS 2 MASTER CLOS 1 MASTER BATH MASTER BEDROOM 6" SOLID SURFACE SHELF CONTINUE BATH TILE INTO SHOWER, ZERO THRESHOLD 0' - 6"2' - 6" WD-1 T-1 PLU-9 PLU-15 PLU-18 APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:44 AMUNIT B-INTERIOR ELEVATION IA5.6 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0" 4 UNIT B - MASTER BATH NORTH 1/2" = 1'-0"5 UNIT B - MASTER BATH EAST 1/2" = 1'-0"6 UNIT B - MASTER BATH WEST1/2" = 1'-0"7 UNIT B - MASTER SHOWER NORTH 1/2" = 1'-0"8 UNIT B - MASTER SHOWER SOUTH 1/2" = 1'-0"9 UNIT B - MASTER SHOWER WEST 1/2" = 1'-0"2 UNIT B - MASTER BEDROOM EAST 1/2" = 1'-0"1 UNIT B - MASTER BEDROOM FLOOR PLAN 06/19/23 LIVING OPEN CORNER AT FIREPLACE STONE HEARTH WD-1 5' - 6"WALL MOUNTED TV, POWER TO BE PROVIDED TV TYP. HOUSE BASE OPEN RIGHT CORNER FIREPLACE WOOD PANELING TO MATCH CEILING TREATMENT WRAP WALL RETURN IN WOOD PANEL, MITER CORNER EXTERIOR STONE, WRAP TO BACK WALL 6" D SOLID SURFACE HEARTH BEAMS AND CEILING STAIN TO MATCH FLOORING TR-3 TR-1 FP-1 METAL CLADDING TO BE APPLIED TO THE SIDES AND ABOVE THE FIREBOX FOR COMBUSTIBILITY PROTECTION MT-3 CT-2 APPLIANCE INTERIOR KEY LEGEND-UNIT B A CABINETCAB CARPETCPT COUNTERTOP/ SLAB DETAILCT DOORD FIREPLACEFP GLASSG DOOR HARDWAREHW LIGHTINGL PLUMBINGPLU STAIRS: RAILING/TREAD/STRINGERR TILET TRIM/MILLWORKTR WOODWD METALMT MIRRORMR SCALE: STATUS: ISSUE DESCRIPTION:NO . DATE : 1 2 3 4 5 6 7 8 9 Drafting JLS Designs Jenni Pruett P: 720.210.7794 As indicated 6/28/2022 9:43:44 AMUNIT B-INTERIOR ELEVATION IA5.7 DESIGN DEVELOPMENT816 W. FOREST ROAD816 & 826 W. FOREST ROAD VAIL CO 81657 816 W. FOREST ROAD1/2" = 1'-0"1 UNIT B - LIVING FLOOR PLAN 1/2" = 1'-0"2 UNIT B - LIVING ROOM EAST 06/19/23 Scale: Sheet: Title: 15 MARCH 2021 L0 1" = 20' SITE CALCULATIONS816 W FOREST ROADVAIL, CO 81657 17 JUNE 2021 23 JULY 2021 16 SEPTEMBER 2021 04 OCTOBER 2021 10 MARCH 2021 14 MARCH 2021 P. O. Box 281, Silverthorne, Colorado 80498 LANDSCAPE ARCHITECTURESONES- 970.977 .0015 SCOTT@SONESLA .COM© SONESLA.COM 2021 30 JUNE 2022 21 AUGUST 2022 06/19/23 Sheet: Title: © SONESLA.COM 2021 L1.0 PLANTING PLAN816 W FOREST ROADVAIL, CO 81657 P. O. Box 281, Silverthorne, Colorado 80498 LANDSCAPE ARCHITECTURESONES- 970.977.0015 SCOTT@SONESLA.COM15 DECEMBER 2022 27 MARCH 2023 24 APRIL 2023 6 JUNE 2023 12 JUNE 2023 06/19/23 W W WSheet: Title: © SONESLA.COM 2021 L1.2 PLANTING PLAN816/826 W FOREST ROADVAIL, CO 81657 P. O. Box 281, Silverthorne, Colorado 80498 LANDSCAPE ARCHITECTURESONES- 970.977.0015 SCOTT@SONESLA.COM15 DECEMBER 2022 27 MARCH 2023 1/16" = 1'-0" 24 APRIL 2023 06/19/23 Scale: Sheet: Title: 01 JUNE 2022 L1 1" = 20' TREE REMOVAL PLAN816 W FOREST ROADVAIL, CO 81657 P. O. Box 281, Silverthorne, Colorado 80498 LANDSCAPE ARCHITECTURESONES- 970.977 .0015 SCOTT@SONESLA .COM© SONESLA.COM 2021 30 JUNE 2022 21 AUGUST 2022 06/19/23 Scale: Sheet: Title: 15 MARCH 2021 L2.0 1" = 20' SITE CALCULATIONS816 W FOREST ROADVAIL, CO 81657 17 JUNE 2021 23 JULY 2021 16 SEPTEMBER 2021 04 OCTOBER 2021 10 MARCH 2021 14 MARCH 2021 P. O. Box 281, Silverthorne, Colorado 80498 LANDSCAPE ARCHITECTURESONES- 970.977 .0015 SCOTT@SONESLA .COM© SONESLA.COM 2021 30 JUNE 2022 21 AUGUST 2022 24 APRIL 2022 06/19/23 UP WW WScale: Sheet: Title: © SONESLA.COM 2021 L2 1" = 20' PLANTING PLAN816 W FOREST ROADVAIL, CO 81657 23 JULY 2021 20 AUGUST 2021 16 SEPTEMBER 2021 04 OCTOBER 2021 10 MARCH 2021 14 MARCH 2021 P. O. Box 281, Silverthorne, Colorado 80498 LANDSCAPE ARCHITECTURESONES- 970.977.0015 SCOTT@SONESLA.COM30 JUNE 2022 21 AUGUST 2022 07 SEPTEMBER 20221 1 1 1 1 1 1 1 1 2 DECEMBER 2022 2 2 8 MARCH 2023 06/19/23 06/19/23 06/19/23 04/20/2023 21003536.00 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 04/20/2023 21003536.00 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 04/20/2023 21003536.00 06/19/23 06/19/23 04/20/2023 21003536.00 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 06/19/23 COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 1 OF 19 XBS-1 NOTE: BEFORE CONSTRUCTION COMMENCES, A UTILITY LOCATE MUST BE PERFORMED TO FIELD VERIFY THE LOCATION OF ALL UTILITIES IN THE VICINITY OF THE SITE. THE EARTH RETENTION DESIGN WILL BE REVIEWED AND DRAWINGS REVISED, IF REQUIRED, WHEN FINAL UTILITY LOCATIONS BECOMES AVAILABLE. DWG. NO. DWN BY: JHH FOR COLEMAN CUSTOM HOMES PO BOX 4724 EDWARDS, CO 81632 PROPOSED PERMANENT - EARTH RETENTION 816 W. FOREST ROAD VAIL, COLORADO 9512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125 TEL: 303-791-9911 FAX: 303-791-0967 SHEET NO. INDEX OF SHEETS XBS - 1 COVER SHEET XBS - 2A PLAN VIEW OVERALL XBS - 2 PLAN VIEW - WALLS WITH NAILS XBS - 3 PLAN VIEW - WALLS WITHOUT NAILS XBS - 4 WALL 1 PLAN AND ELEVATION VIEW XBS - 5 WALL 2 PLAN AND ELEVATION VIEW XBS - 6 WALL 3 PLAN AND ELEVATION VIEW XBS - 7 WALL 4 PLAN AND ELEVATION VIEW XBS - 8 WALL 5 PLAN VIEW XBS - 9 WALL 5 ELEVATION VIEW XBS - 10 WALL 6 PLAN AND ELEVATION VIEW XBS - 11 WALL 7 PLAN AND ELEVATION VIEW XBS - 12 WALL 8 PLAN VIEW XBS - 13 WALL 8 ELEVATION VIEW XBS - 14 WALL 9 PLAN VIEW XBS - 15 WALL 9 ELEVATION VIEW XBS - 16 WALL 10 PLAN VIEW XBS - 17 WALL 10 ELEVATION VIEW XBS - 18 WALL 11 PLAN AND ELEVATION VIEW XBS - 19 DETAILS DIMENSIONS OBTAINED FROM SETS PRODUCED BY: · K. H. WEBB (ARCH.) 07-14-22 · R&R ENGINEERS (CIVIL) C102 FROM EMAIL RECEIVED 02.09.22 · IMEG (STRUCTURAL) FDTN. 826 AND 816 FOREST ROAD FROM EMAIL RECEIVED 02.09.22 DATE NO. REVISIONS DESCRIPTION 1. DURING CONSTRUCTION OF THE EARTH RETENTION WALL, THE WALL WILL BE MONITORED FOR HORIZONTAL DISPLACEMENT USING SURVEY INSTRUMENTS. 2. THE CONSTRUCTION MONITORING SHALL BE CONDUCTED ONCE A WEEK WHILE THE EARTH RETENTION IS UNDER CONSTRUCTION. 3. AFTER COGGINS COMPLETION, THE GENERAL CONTRACTOR SHALL MONITOR THE WALL AT LEAST ONCE PER WEEK. THE WEEKLY MONITORING SHALL BE CONTINUED UNTIL THE PERMANENT CONCRETE FOUNDATION WALL IS COMPLETED AND BACKFILLED. 4. IF ANY SUDDEN MOVEMENT OCCURS DURING THE CONSTRUCTION OF EARTH RETENTION, WORK SHALL BE SUSPENDED IMMEDIATELY AND COGGINS & SONS ENGINEERING STAFF SHALL BE IMMEDIATELY NOTIFIED. 5. IF ANY SUDDEN MOVEMENT IS OBSERVED AFTER EARTH RETENTION COMPLETION AND BEFORE FOUNDATION BACKFILL, WORK SHALL BE IMMEDIATELY SUSPENDED AND COGGINS & SONS SHALL BE IMMEDIATELY NOTIFIED. 6. LOGS OF ALL MONITORING SHALL BE PROVIDED TO COGGINS & SONS WEEKLY AS PERFORMED. CONSTRUCTION MONITORING VERIFICATION TEST LOADING SEQUENCE INCREMENT LOAD 1 AL 2 0.25 P 3 0.50 P 4 0.75 P 5 1.00 P 6 1.25 P 7 1.50 P 8 1.75 P 9 2.00 P AL = ALIGNMENT LOAD VT # = DENOTES VERIFICATION TEST CONTACT COGGINS ENGINEERING STAFF TO OBTAIN TEST FORM. PROVIDE COGGINS ENGINEERING STAFF RESULTS IMMEDIATELY AFTER VERIFICATION TEST (PREFERABLY SAME DAY). SOIL NAIL GENERAL NOTES 1. DESIGN BASIS: A. 2018 INTERNATIONAL BUILDING CODE B. THE EXCAVATION IS DESIGNED TO ACCOMMODATE NORMAL CONSTRUCTION SURCHARGE OF MATERIAL AND LIGHT TRUCKS, NOT HEAVY POINT LOADS SUCH AS: CRANES (TRUCK OR OUTRIGGER), EXCAVATORS, CONCRETE PUMP TRUCKS, OR LARGE STOCKPILES. 2. REFERENCE CODES: A. AISC STEEL MANUAL, NINTH EDITION B. ACI 318-08 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" C. PUBLICATION NO. FHWA-SA-96-069 "MANUAL FOR DESIGN AND CONSTRUCTION MONITORING OF SOIL NAIL WALLS" D. PUBLICATION NO. FHWA-IF-03-017 "SOIL NAIL WALLS" GEOTECHNICAL ENGINEERING CIRCULAR NO. 7. 3. FOUNDATION: A. SOIL INFORMATION WAS DERIVED FROM THE GEOTECHNICAL ENGINEERING REPORT NUMBER 114552A PREPARED BY HP GEOTECH (KUMAR) DATED JANUARY 30, 2015. 4. MATERIALS: A. SHOTCRETE: ALL SHOTCRETE SHALL BE READY MIX PLANT PRODUCED CONCRETE YIELDING A 3 DAY COMPRESSIVE STRENGTH OF 2000 PSI AND 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. SUBMIT DESIGN MIX TO COGGINS & SONS ENGINEERING STAFF FOR REVIEW. ONE SHOTCRETE PANEL SHALL BE PRODUCED AT THE BEGINNING OF WALL CONSTRUCTION. AFTER INITIAL TESTS, FREQUENCY OF TESTING TO BE REVIEWED. THE SHOTCRETE PANEL SHALL BE MINIMUM 18 x 18 x 5.75 INCH AND IDENTIFIED TO A WALL LOCATION. TEST PANELS SHALL NOT BE DISTURBED FOR THE FIRST 48 HOURS AFTER SHOOTING AND DURING THIS PERIOD BE FIELD CURED UNDER CONDITIONS SIMILAR TO WALL CONSTRUCTION. AFTER FIRST 48 HOURS, TESTING AGENCY SHALL OBTAIN PANEL FROM FIELD AND RETURN PANEL TO LABORATORY TO CURE UNDER ROOM TEMPERATURE. CORE PANEL AND OBTAIN SAMPLES FOR TESTING AT 3, 7, AND 28 DAY FOLLOWING ACI 506 GUIDELINES. CORES SHALL BE AT LEAST 3 INCHES IN DIAMETER. CORING AND CAPPING OF SAMPLES SHOULD OCCUR SAME DAY OF TESTING. APPLY CORRECTION FACTORS GIVEN IN ASTM C42 TO OBTAIN COMPRESSIVE STRENGTH AND REPORT RESULTS TO COGGINS ENGINEERING STAFF IMMEDIATELY. A PRE-CONSTRUCTION MEETING SHALL BE HELD TO REVIEW AND COORDINATE TESTING PROCEDURES. B. BARS: BARS TO BE GRADE 75 REINFORCING BARS OF THE SIZES SHOWN ON THE SOIL NAIL SCHEDULE. REINFORCING STEEL SHALL MEET ASTM A-615 SPECIFICATIONS. BARS SHALL BE FURNISHED WITH BEARING PLATES PER THE SOIL NAIL SCHEDULE. CENTRALIZERS SHALL BE PROVIDED FOR ALL SOIL NAILS. C. WELDED WIRE FABRIC SHALL MEET ASTM A185 SPECIFICATIONS. D. REINFORCING STEEL SHALL BE ASTM A615 GRADE 60. E. GROUT: PRESSURE INJECTED GROUT SHALL BE PORTLAND CEMENT TYPE I AND WATER MIX, WITH A WATER TO CEMENT RATIO NOT EXCEEDING 0.45. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF THE GROUT SHALL BE 4000 PSI. GROUT MAY CONTAIN SIKA CO. INTERPLAST-N SHRINKAGE COMPENSATING CEMENT IN THE MAXIMUM AMOUNT OF 1% BY WEIGHT OF CEMENT. DURING PRODUCTION, GROUT SHALL BE TESTED FOR COMPRESSIVE STRENGTH IN ACCORDANCE WITH ASTM C109 (USE BRASS MOLDS) AT A FREQUENCY OF THREE SETS OF THREE GROUT CUBES FROM EACH GROUT PLANT AT THE BEGINNING OF OPERATION. (ONE SET = THREE GROUT CUBES) AFTER INITIAL TESTS, FREQUENCY OF TESTING TO BE REVIEWED. THE COMPRESSIVE STRENGTH SHALL BE THE AVERAGE OF THE 3 CUBES TESTED PER ONE SET. GROUT SAMPLES SHALL BE TAKEN DIRECTLY FROM THE GROUT PLANT. PROVIDE GROUT CUBE COMPRESSIVE STRENGTH RESULTS TO THE COGGINS ENGINEER WITHIN 24 HOURS OF TESTING. BREAKS OCCUR AT 3, 7, AND 28 DAYS. F. DRAINAGE BOARD SHALL BE OF COMPOSITE CONSTRUCTION CONSISTING OF A CUSPATED, SINGLE SIDED, PLASTIC DRAINAGE CORE AND A GEOTEXTILE FILTER FABRIC BONDED TO THE CUSPATED SIDE OF THE DRAINAGE CORE. MINIMUM RATED FLOW RATE SHALL BE 15 GPM/FT. OF WIDTH WITH A HYDRAULIC GRADIENT OF 1.0. MINIMUM COMPRESSIVE STRENGTH SHALL BE 1500 PSF. ACCEPTABLE PRODUCTS ARE MIRADRAIN 6000 OR GREENSTREAK SHEET DRAIN. 5. SOIL NAILS: A. INSTALLATION PROCEDURES: · EXCAVATE LEVEL BENCH AT TOP OF WALL ELEVATION. · INSTALL LOW STRENGTH GROUT SHAFTS · DRILL AND INSTALL SOIL NAILS. FOR CASES WHERE THE EXCAVATED FACE CANNOT STAND, A CONTINUOUS BERM WILL BE EMPLOYED TO STABILIZE THE FACE. THE SOIL NAILS ARE INSTALLED AND GROUTED THROUGH THE STABILIZING BERM. SUBSEQUENTLY, THE BERM IS EXCAVATED AND SHOTCRETE IS APPLIED ALONG THE ENTIRE EXCAVATION LEVEL. ALTERNATIVELY, THE STABILIZING BERM CAN BE REMOVED IN SEQUENCE IN WHICH ALTERNATING EXCAVATION SLOTS ARE EXCAVATED AND PANELS ARE CREATED IN BETWEEN THE NAILS. THE WIDTH OF THE EXCAVATION SLOTS SHALL NOT EXCEED APPROXIMATELY THE SOIL NAILS HORIZONTAL SPACING. NEXT, SOIL NAILS ARE INSTALLED AND GROUTED AND SHOTCRETE IS APPLIED ON THE FACE OF THE EXCAVATION SLOTS. SUBSEQUENTLY, THE STABILIZING BERM PANELS ARE REMOVED AND THE INTERMEDIATE SOIL NAILS ARE INSTALLED AND SHOTCRETE IS APPLIED. ·APPLY WELDED WIRE FABRIC, FACING REINFORCEMENT, AND SHOTCRETE TO THE EXCAVATION FACE ·WET SET SOIL NAIL BEARING PLATE AND NUT. SOIL NAIL GROUT MUST HAVE A MINIMUM OF THREE DAYS CURE BEFORE STARTING THE NEXT EXCAVATION CUT. · REPEAT ABOVE PROCESS TO BOTTOM OF EXCAVATION. 6. SOIL NAIL TESTING: A. VERIFICATION TESTING · EACH VERIFICATION TEST NAIL SHALL BE SACRIFICIAL AND INSTALLATION PROCEDURE SHALL BE SIMILAR TO THAT OF PRODUCTION NAILS. VERIFICATION TEST NAILS ARE INDICATED IN THE ELEVATION VIEW AND SHALL NOT BE TESTED FOR 3 DAYS AFTER INSTALLATION. IF SOIL CONDITIONS CHANGE, ADDITIONAL TEST NAILS WILL BE ADDED. USE THE FOLLOWING LOAD SEQUENCE. EACH LOAD SEQUENCE SHALL BE HELD FOR A PERIOD OF 10 MINUTES. JOB NO. : 5843816 W. FOREST ROADISSUED: 03.15.2023COLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112DESIGN OF EARTH RETETNION WALL WAS BASED ON FOLLOWING EMAIL RECEIVED 02.21.23. John, I left you a message a minute ago. I spoke with Nem, he drew the foundation plans before Lynn's (civil) latest drawing. Thus, the discrepancy on the site walls. He said to follow the civil drawings for the site walls and for the foundation walls heights and footing heights, follow the structural drawings. Thanks, Debra Monroe debra@khwebb.com NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 8190 8200 8210 8220 11 12 13 1 A 2 A 3 A 4 A 5 A 6 A 7 A 10 8 7 6 5 4 2 1 14 15 9 3 8210 L4 U2 U3 4'-10" 3'-0" 75'-1" 20'-5" 4'-10" 4'-10" 6'-0" 4'-2" 6'-0" 4'-9" 4'-9" 5'-4" 5'-4" 3'-10" 3'-10" 6'-0" 4'-7" 3'-0" 10'-2"15'-6"4'-9" 13'-8" 10'-7" BOTTOM OF EXCAVATION 8" SHOTCRETE SOIL NAIL (TYPICAL) 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8200 8198 8196 8194 8192 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8200 8198 8196 8194 8192 8190 8188 AREA = 1185 S.F. ELEVATION VIEW - WALL 6 (MAGENTA) DRAIN BOARD = 240 L.F. MESH = 14 PIECES * 1 LAYER = (28 - 2 LAYERS) 1/8" = 1'-0" 8158 8158 8156 8156 8154 8154 8152 81521 A1 2 A3 A4 A5 A6 A7 A2 3 4 5 6 7 8 9 10 11 12 13 14 15 PROPOSED GRADE 19 2 A 192 A SOIL NAIL SCHEDULE - WALL 6 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN1 15 #8 EPOXY SN2 20 20 20 #8 EPOXY SN3 - SN6 25 25 25 25 1.00 EPOXY SN7 15 15 15 #8 EPOXY SN8 20 20 20 #8 EPOXY SN9 - SN15 20 20 20 20 #8 EPOXY NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·#8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 10 OF 19 XBS-10 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 6) SCALE: 1/4" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 8220 1 2 3 4 5 6 7 8220 8210 L4 U2 U3 PROPERTY LINE 15' SETBACK 3'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 4'-6" 3'-0" 40'-6" 8" SHOTCRETE 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 AREA = 405 S.F. ELEVATION VIEW - WALL 7 (LIGHT ORANGE) 1/8" = 1'-0" 8158 8158L3 8156 8156 8154 8154 8152 81528.5 B1 2 3 4 5 6 7 DRAIN BOARD = 70 L.F. MESH = 5 PIECES * 1 LAYER = (10 - 2 LAYERS) PROPOSED GRADE BOTTOM OF EXCAVATION 192 A NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES SOIL NAIL SCHEDULE - WALL 7 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN1 - SN7 20 20 #8 EPOXY COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 11 OF 19 XBS-11 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 7) SCALE: 1/4" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8138 BOF 8138 BOF 8138 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8184 BOF 8184 BOF 8165 BOF 8165 BOF 8155BOF 8169 BOF 8169 BOF 8182 BOF 8182 69' -3" 8148 814615 18 10 11 12 13 17 18 19 58 57 56 55 54 53 52 51 50 49 43 42 44 45 46 47 48 8160 8150FOR DEVELPOED ELEAVTION VIEWS SEE THE FOLLWOING: WALL 1 - CORAL - SEE XBS 4 WALL 2 - GREEN - SEE XBS 5 WALL 3 - RED - SEE XBS 6 WALL 4 - ORANGE - SEE XBS 7 WALL 5 - CHARTREUSE - SEE XBS 8 AND XBS 9 WALL 6 - MAGENTA - SEE XBS 10 WALL 7 - LIGHT ORANGE - SEE XBS 11 WALL 8 - AQUA - SEE XBS 12 AND XBS 13 WALL 9 - DARK RED - SEE XBS 14 AND XBS 15 WALL 10 - BLUE - SEE XBS 16 AND XBS 17 WALL 11 - MAGENTA - SEE XBS 18 8170 8180 8190 8200 8210 8220 1 2 3 4 5 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 16 15 14 12 10 9 8 7 6 1B OB 2 B 3 B 4 B 5 B 6 B 7 B8 B 9 B 10 B 11 B 12 B 8.5 B U1 13 11 17 8220 8210 L4 U2 U3 8170 8180 8190 8200 8190 8180 8170 13 B 14 B 15 B 16 B 17 B 18 B 19 B 20 B21 B 22 B23 B NOT TO SCALE 42 43 44 4546 47 48 49 50 51 5253 54 55 5657 5859 60 61 62 63 64 65 666768 69 70 11Z 12Z 15' SETBACK PROPERTY LINE COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 12 OF 19 XBS-12 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 8) SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 2'-0" 5'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-11" 6'-0" 2'-0" 4'-0"22'-0"32'-0"19'-0"10'-0" 87'-0" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8190 8188 10 B8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8190 8188 20 B 21 B 22 B 23 B 16 B AREA = 1127 S.F. ELEVATION VIEW - WALL 8 (UPPER AQUA) DRAIN BOARD = 200 L.F. MESH = 15 PIECES * 1 LAYER = (30 - 2 LAYERS) 1/8" = 1'-0" 56 70 57 58 59 60 61 62 63 64 65 66 67 68 69 PROPOSED GRADE BOTTOM OF EXCAVATION 8" SHOTCRETE 192 A 6'-0" 3'-0" 41'-3" 18'-9"14'-4" 20'-2" 7'-3" 35'-4" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-11" 6'-0" 6'-0" 6'-0" 4'-2" 4'-2" 6'-6" 6'-6" 7'-4" 6'-0" 6'-6" SOIL NAIL (TYPICAL) BOTTOM OF EXCAVATION 8" SHOTCRETE 137'-1" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8190 8188 AREA = 8735 S.F. ELEVATION VIEW - WALL 8 (AQUA) DRAIN BOARD = 1500 L.F. MESH = 104 PIECES * 1 LAYER = (208 - 2 LAYERS) 1/8" = 1'-0" 8158 8156 8154 8152 0 B2 B3 B4 B5 B6 B8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 1 B8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8190 8188 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24MATCHLINE PROPOSED GRADE 8" SHOTCRETE 192 A MESH = 15 PIECES * 1 LAYER = (30 - 2 LAYERS) 7'-11" 10'-0" 10'-6" 10'-6" 26'-4" 7'-5" 5'-0" 5'-6" 4'-6" 6'-0" 5'-0" 5'-6" 5'-10" 5'-10" 5'-10" BOTTOM OF EXCAVATION8" SHOTCRETE 9'-8" 20'-0" 11'-0"16'-0" 12'-0" 30'-0" 6'-0" 8'-2"13'-4" 191'-5" 7'-9" 5'-10" 4'-9" 5'-10" 5'-9" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-3"6'-0" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8190 8188 ELEVATION VIEW - WALL 8 (AQUA) 1/8" = 1'-0" 8158 8156 8154 8152 7 B8 B8.5 B9 B10 B8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 11 B12 B13 B14 B15 B16 B17 B 18 B19 B8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8190 8188 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 34 51 5525 26 27 28 29 30 31 32 33 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 52 53 5423 24 MATCHLINEPROPOSED GRADE 8" SHOTCRETE 192 A SOIL NAIL SCHEDULE - WALL 8 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW SIXTH ROW SEVENTH ROW EIGHTH ROW NINTH ROW TENTH ROW ELEVENTH ROW TWELFTH ROW THIRTEEN TH ROW BAR SIZE SN1 15 #8 SN2 15 15 15 #8 SN3 - SN4 15 15 15 15 #8 SN5 15 15 15 #8 SN6 - SN7 15 15 15 15 #8 SN8 20 20 20 20 #8 SN9 - SN10 25 25 25 25 25 1.00 SN11 - SN13 25 25 25 25 25 25 1.00 SN14 20 20 20 20 20 20 #8 SN15 - SN17 25 25 25 25 25 25 1.00 SN18 20 20 20 20 20 20 #8 SN19 - SN28 25 25 25 25 25 25 1.00 SN29 - SN34 40 40 40 40 40 40 40 40 1.00 SN35 - SN51 40 40 40 40 40 1.00 SN52 - SN55 40 40 40 40 40 40 40 40 1.00 NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES ·ALL BARS EPOXY COATED NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES SOIL NAIL SCHEDULE - WALL 8 UPPER SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN56 - SN70 40 40 1.00 EPOXY COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 13 OF 19 XBS-13 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8138 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8184 BOF 8184 BOF 8169 BOF 8169 BOF 8182 BOF 8182 69' -3" W1 W2W3 W4 W5 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 NOT TO SCALE 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK MATCHLINE BOF 8138 BOF 8165 BOF 8165 BOF 81558160 8170 8180 8190 8200 8160 W6 11Z 12Z MATCHLINE COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 14 OF 19 XBS-14 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 9) SCALE: 1/8" = 1'-0" PLAN NORTH 06/19/23 34'-0" 29'-0" 72'-0" 7'-0" 142'-0" 3'-0" 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 5'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0"2' (TYPICAL)8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 AREA = 1653 S.F. ELEVATION VIEW - WALL 9 (DARK RED) DRAIN BOARD = 400 L.F. MESH = 20 PIECES * 1 LAYER = (40 - 2 LAYERS) 1/8" = 1'-0"BEGIN OF CURVEW1W2W3W4 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 1 6 11 23 GC 12 3 4 5 7 8 9 10 12 13 14 15 16 17 18 19 20 21 22 MATCHLINEPROPOSED GRADE BOTTOM OF EXCAVATION 8" SHOTCRETE 192 A 17'-0" 131'-11" 148'-11" 6'-0"2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 8186 8184 8182 8180 8178 8176 8174 8172 8170 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8168 8166 8164 8162 8160 8158 8156 8154 8152 BEGIN OF CURVEEND OF CURVEW4 W68186 8184 8182 8180 8178 8176 8174 8172 8170 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8168 8166 8164 8162 8160 8158 8156 8154 8152 23 GC 1 GC 2 W5 22 GC 3 GC 4 GC 5 GC 6 GC 7 GC 8 GC 9 GC 10 GC 11 GC 12 GC 13 GC 14 GC 15 GC 16 GC 17 GC 18 GC 19 GC 20 GC 21 GC 22 GC 23 GC 24 GC 25 GC 26 GC 27 GC 28 GC 29 GC 30 GC 31 GC 32 GC 33 GC 34 GC 35 GC 36 GC 37 GC 38 GC 39 GC 40 GC 41 GC 42 GC 43 GC 44 GC 45 GC 46 GC 47 GC 48 GC 49 GC 50 GC 51 GC 52 GC 53 GC 54 GC 55 GC 56 GC 57 GC 58 GC 59 GC 60 GC 61 GC 62 GC 63 GC 64 GC 65 GC 66 GC 67 GC 68MATCHLINE ELEVATION VIEW - WALL 9 (DARK RED) 1/8" = 1'-0" EXISTING GRADE PIPE COLUMN BOTTOM OF EXCAVATION 8" SHOTCRETE 195 H NOTE: ·68 PIPE PILE FOR WALL 9 ·ALL PIPE PILES TO BE 12 FEET IN LENGTH ·PIPE SIZE 3.5 INCH OD; 0.445 INCH WALL THICKNESS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES SOIL NAIL SCHEDULE - WALL 9 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN1 - SN23 30 1.00 EPOXY COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 15 OF 19 XBS-15 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 15' SETBACK BOF 8138 BOF 8138 BOF 8138 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8184 BOF 8184 BOF 8165 BOF 8165 BOF 8155BOF 8169 8132 8126 8126 8128 8126 8124 8122 8120 8148 8146 8130 1 2 34 5 6 7 15 16 18 19 17 9 8 11 12 13 10 8130 8 9 6 7 10 11 1213 14 15 16 17 18 19 20 21 22 2324 25 26 27 28 29 30 31 3233 34 35 36 37 38 58 57 56 55 54 53 52 51 50 49 43 42 44 45 46 47 48 41 8160 8150 8140 FOR DEVELPOED ELEAVTION VIEWS SEE THE FOLLWOING: WALL 1 - CORAL - SEE XBS 4 WALL 2 - GREEN - SEE XBS 5 WALL 3 - RED - SEE XBS 6 WALL 4 - ORANGE - SEE XBS 7 WALL 5 - CHARTREUSE - SEE XBS 8 AND XBS 9 WALL 6 - MAGENTA - SEE XBS 10 WALL 7 - LIGHT ORANGE - SEE XBS 11 WALL 8 - AQUA - SEE XBS 12 AND XBS 13 WALL 9 - DARK RED - SEE XBS 14 AND XBS 15 WALL 10 - BLUE - SEE XBS 16 AND XBS 17 WALL 11 - MAGENTA - SEE XBS 18 8170 8180 8190 8200 1 2 3 4 5 6 7 8 91011 12 1314 1516 17 18 19 20 21 22 23 2425 5C 4C 3C 2C 1C U1 VERIFY LOCATION IN FIELD. WALL MAY HAVE TO BE AMENED TO STAY IN PROPERTY 8160 8170 8180 8190 8200 8190 8180 8170 8160 6C 7C 8C 9C 10C 11C NOT TO SCALE 26 27 28 2930 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 64 65 66 67 68 69 12C 13C 14C 15C 16C 17C 18C 19C 11Z 12Z 57 58 59 60 70 71 61 62 63 19C COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 16 OF 19 XBS-16 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 10) SCALE: 1/8" = 1'-0" PLAN NORTH SEE XBS - 17 FOR DEVELOPED ELEVATION VIEW NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 3'-0" 6'-0" 6'-0" 6'-0" 7'-0" 5'-0" 4'-0" 4'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 4'-0" 6'-0" BOTTOM OF EXCAVATION 8" SHOTCRETE PROPOSED GRADE 42'-0" 20'-0" 9'-0" 9'-0" 48'-0" 15'-0"10'-0" 9'-0" 12'-0" 26'-0" 5'-0" 205'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 ELEVATION VIEW - WALL 10 (BLUE) 1/8" = 1'-0" 1C 1B 2C 3C 4C 5C 6C 7C 8C 9C 10C 8152 8154 8156 8158 8160 8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 8152 8154 8156 8158 8160 1 8 12 16 23 27 28 30 36 AREA = 4752 S.F. DRAIN BOARD = 850 L.F. MESH = 60 PIECES * 1 LAYER = (120 - 2 LAYERS) 2 3 4 5 6 7 9 10 11 13 14 15 17 18 19 20 21 22 24 25 26 29 31 32 33 34 35 37MATCHLINE 8" SHOTCRETE 192 A BOTTOM OF EXCAVATION8" SHOTCRETE PROPOSED GRADE 14'-0" 10'-0" 153'-0" 6'-0" 6'-0" 5'-0" 14'-0" 25'-0"26'-0" 14'-0" 18'-0" 32'-0" 6'-0"3'-0" 10'-0" 6'-0" 5'-0" 2'-0" 6'-0" 6'-0" 6'-0" 5'-0" 3'-0" 6'-0" 6'-0" 6'-0" 7'-0" 6'-0" 5'-0" 4'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 7'-0" 8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 ELEVATION VIEW - WALL 10 (BLUE) 1/8" = 1'-0" 10C 8152 8154 8156 8158 8160 8162 8164 8166 8168 8170 8150 8148 8146 8144 8142 8140 8138 8136 8134 8132 8130 8152 8154 8156 8158 8160 8162 8164 8166 8168 8170 8172 8174 8176 8178 8180 8182 8184 8172 8174 8176 8178 8180 8182 8184 11C 36 38 12C 13C 14C 16C 17C15C 40 42 43 46 50 53 56 57 37 39 41 44 45 47 48 49 51 52 54 55 58 59 60MATCHLINE 8" SHOTCRETE 192 A 18C 61 19C62 63 6'-0" 6'-0" 3'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 15C 8150 8152 8154 8156 8158 8160 8162 8164 8166 8168 64 69 71 ELEVATION VIEW - WALL 10 (BLUE) 1/8" = 1'-0" 19C 65 66 67 68 70 AREA = 425 S.F. DRAIN BOARD = 780 L.F. MESH = 6 PIECES * 1 LAYER = (12 - 2 LAYERS) BOTTOM OF EXCAVATION PROPOSED GRADE 8" SHOTCRETE 192 A 8150 8152 8154 8156 8158 8160 8162 8164 8166 8168 SOIL NAIL SCHEDULE - WALL 10 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN1 - SN38 20 #8 EPOXY SN39 - SN48 35 35 35 35 35 #8 EPOXY SN49 - SN57 20 20 20 #8 EPOXY SN58 20 20 #8 EPOXY SN59 - SN60 20 #8 EPOXY NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·#8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES SOIL NAIL SCHEDULE - WALL 10 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN61 - SN67 15 15 #8 EPOXY SN68 15 #8 EPOXY NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·#8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 17 OF 19 XBS-17 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8138 BOF 8143 BOF 8143 BOF 8184 BOF 8184 BOF 8165 BOF 8165 8180 8190 8200 8190 NOT TO SCALE 11Z 12Z 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 27 23 24 25 26 7 28 29 30 31 32 33 34 21'-0" 15'-0"10'-0" 8'-0" 12'-0" 66'-0" 3'-0" 5'-0" 5'-0" 5'-0" 6'-0" 5'-0" 5'-0" 4'-0" 6'-0" 6'-0" 6'-0" 6'-0" 4'-0" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 2Z 5Z 6Z 7Z 8Z 9Z ELEVATION VIEW - WALL 11 (MAGENTA) 11 12 13 14 15 16 17 18 19 20 21 22 MESH = 10 PIECES * 1 LAYER - (20 PIECES - 2 LAYERS) 13'-0" 33'-0"16'-0" 62'-0" 5'-0"4'-0" 4'-0"2'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-0" 7'-0" 6'-0" 5'-0" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8168 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 8186 8184 8182 8180 8178 8176 8174 8172 8170 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8168 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 1Z 2Z 3Z 4Z AREA = 2576 SF; DRAIN BOARD = 440 LF ELEVATION VIEW - WALL 11 (MAGENTA) 1 2 3 4 5 6 7 8 9 10 MESH = 31 PIECES * 1 LAYER - (62 PIECES - 2 LAYERS) 1/8" = 1'-0" AREA = 795 SF; DRAIN BOARD = 160 LF 1/8" = 1'-0" PROPOSED GRADE PROPOSED GRADE BOTTOM OF EXCAVATION BOTTOM OF EXCAVATION 8" SHOTCRETE 8" SHOTCRETE 192 A 192 A 25'-0" 10'-0" 23'-0" 17'-0" 75'-0" 3'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-0" 6'-0" 6'-0" 7'-0" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8168 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 8186 8184 8182 8180 8178 8176 8174 8172 8170 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8168 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 3Z 9Z 10Z 11Z 12Z ELEVATION VIEW - WALL 11 (MAGENTA) 23 24 25 26 27 28 29 30 31 32 33 34 AREA = 1150 SF; DRAIN BOARD = 191 LF MESH = 15 PIECES * 1 LAYER - (30 PIECES - 2 LAYERS) 1/8" = 1'-0" PROPOSED GRADE BOTTOM OF EXCAVATION 8" SHOTCRETE 192 A SOIL NAIL SCHEDULE - WALL 11 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW SIXTH ROW SEVENTH ROW EIGHTH ROW NINTH ROW TENTH ROW ELEVENTH ROW TWELFTH ROW THIRTEEN TH ROW BAR SIZE SN1 - SN2 35 35 35 35 35 35 35 35 35 35 35 35 35 1.00 SN3 - SN8 35 35 35 35 35 35 35 35 1.00 SN9 - SN10 30 30 30 30 1.00 SN11 - SN12 20 20 20 20 20 #8 SN13 - SN14 15 15 15 15 #8 SN15 - SN16 15 15 15 #8 SN17 - SN19 15 15 #8 SN20 - SN22 15 #8 SN23 - SN28 20 20 20 20 #8 SN29 - SN33 15 15 15 #8 SN34 15 #8 NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES ·ALL BARS EPOXY COATED COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 18 OF 19 XBS-18 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 11) SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 2'-0" MAX SEE ELEVATION VIEW FOR SPACING MINIMUM 4000 PSI GROUT API DRILL PIPE 3.5" O.D. 0.449" SIDEWALL SEE DETAIL J-19/19 FOR TOP VIEW SEE SCHEDULE FOR SIZES BOTTOM OF EXCAVATION 8" SHOTCRETE 4x4-W4.0xW4.0 STEEL MESH REINFORCING OVERLAP MINIMUM 8 INCH (1 LAYER) 4x4-W4.0xW4.0 STEEL MESH REINFORCING OVERLAP MINIMUM 8 INCH (1 LAYER) 8" SHOTCRETE MINIMUM 4000 PSI GROUT API DRILL PIPE 3.5" O.D. 0.449" SIDEWALL MINIMUM 5.25" DIAMETER SHOTCRETE FACING 8 IN. SHOTCRETE FACING TYP 5'-0" VERTICAL SPACINGTYP. 6'-0" HORIZONTAL SPACING TYP. 3'-0" FROM BOTTOM OF WALL TYP. 3'-0" FROMTOP OF WALLEXTEND DRAINAGE BOARD MINIMUM 2 FEET FROM BOTTOM OF WALL. CONNECTION TO SUBSURFACE PERIMETER DRAIN BY OTHERS. PERMANENT GROUT COLUMN WALL CROSS SECTIONH NOT TO SCALE DETAIL TOP VIEW PERMANENT GROUT COLUMNJ NOT TO SCALE 195 1919 DETAIL NAIL HEAD AND TENDON PROVIDE MINIMUM 3 INCHES OF COVER BETWEEN PLATE AND EARTH!!! WALERS IN FRONT OF PLATE - (2) #6 BAR CONTINUOUS, MAX 0'-6" OC OVER BEARING PLATE AND NUT PROVIDE 3 INCHES OF COVER BOTTOM OF EXCAVATION SEE DETAIL D-4/4 PROVIDE MINIMUM 3 INCHES OF COVER BETWEEN PLATE AND EARTH!!! VERTICAL BARS - (2) #5 BAR 3'-0" LENGTH, MAX 0'-6" OC 8" x 8" x 1/2" STEEL PLATE SHOTCRETE MIN 4000 PSI STEEL MESH REINFORCING WALERS IN FRONT OF PLATESTD. BAR MFG. NUT VERTICAL BARS CENTRALIZERS, TYPICAL SEE DETAIL C-19/19 SHOTCRETE STEEL PLATE VARIES (SEE SCHEDULE) VARIES (SEE SCHEDULE) VARIES (SEE SCHEDULE) 4x4-W4.0xW4.0 STEEL MESH REINFORCING - 2 LAYERS STD. BAR MFG. NUT DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT GROUT SECTION PERMANENT SOIL NAIL EXCAVATION 1 "NOT TO SCALE DETAIL BEARING PLATE 19 B 19 NOT TO SCALE NOT TO SCALE DETAIL PERMANENT FACING NOT TO SCALE STEEL PLATE STEEL MESH REINFORCING OVERLAP MIN. 0'-8" VERTICAL BARS DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND GROUT SOIL NAIL SEE SCHEDULE FOR SIZE AND TYPE VARIES (SEE SCHEDULE) CENTRALIZERS, TYPICAL EVERY 10 FT ON CENTER START 3 FT FROM BOTTOM CONTINUOUS WALERS SPLICE IN CENTER OF ROWS PROVIDE 2 FT OVERLAP CONTINUOUS WALERS IN FRONT OF PLATE HOLE IN CENTER 1.25 IN. DIA. 8" x 8" x 1/2" STEEL PLATE EXTEND DRAINAGE BOARD MINIMUM 2 FEET FROM BOTTOM OF WALL. CONNECTION TO SUBSURFACE PERIMETER DRAIN BY OTHERS. STUD SIZE 5/8" Ø SHAFT 2" IN LENGTH 0.312" HEAD THICKNESS 1.25" Ø HEAD A 2 19 CENTRALIZERS, TYPICAL B 19 19 C 19 19 D 19 19 DRAINAGE BOARD, 12" WIDE NOTE: ONLY 3 ROWS SHOWN FOR CLARITY COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 19 OF 19 XBS-19 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8138 BOF 8138 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8184 BOF 8184 BOF 8165 BOF 8165 BOF 815BOF 8169 BOF 8169 BOF 8182 BOF 8182 69' - 3" 17 18 19 56 55 54 53 52 51 50 49 43 44 45 46 8160 SEE THE FOLLWOING: WALL 1 - CORAL - SEE XBS 4 WALL 2 - GREEN - SEE XBS 5 WALL 3 - RED - SEE XBS 6 WALL 4 - ORANGE - SEE XBS 7 WALL 5 - CHARTREUSE - SEE XBS 8 AND XBS 9 WALL 6 - MAGENTA - SEE XBS 10 WALL 7 - LIGHT ORANGE - SEE XBS 11 WALL 8 - AQUA - SEE XBS 12 AND XBS 13 WALL 9 - DARK RED - SEE XBS 14 AND XBS 15 WALL 10 - BLUE - SEE XBS 16 AND XBS 17 WALL 11 - MAGENTA - SEE XBS 18 8170 8180 8190 8200 8210 8220 3 1 4 2 5 3 1 2 3 4 5 6 7 8 91011 12 1314 1516 17 18 19 20 21 22 23 2425 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 16 15 14 12 10 9 8 7 6 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 11 12 13 22 23 25 26 27 28 4 5 6 7 8 9 10 11 12 1314 15 16 17 5C 4C 3C 2C 1C 1B L1 2 B 3 B 4 B 5 B 6 B 7 B8 B 9 B 10 B 11 B 12 B 8.5 B 1 A 2 A 3 A 4 A 5 A 6 A 7 A L2 U1 1D 2 D 3 D4 D 24 1 2 3 4 5 6 7 13 11 17 10 8 7 6 5 4 2 1 14 15 9 3 8220 8210 L3 L4 U2 U3 T1 T2 T3T4 T5 S1S2 S3S4 S5 S6 S7 8180 8190 8200 8190 8180 8170 6C 7C 8C 9C 10C 13 B 14 B 15 B 16 B 17 B 18 B 19 B 20 B21 B 22 B 23 B 5 D6 D 7 D W1 W2W3 W4 W5 11C 12 3 12 3 4 5 6 7 8 9 10 11 4 5 6 7 8 9 10 11121314 3 2 1 1213 14 1516 17 18 19 20 21 2223 2425 1516 17 18 19 20 21 2223 242526 27 28 29 30 31 32 33 34 35 36 37 38 39 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 118 19 20 21 22 2324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 NOT TO SCALE T6 T7 26 2 7 28 29 30 31 32 33 34 35 36 42 43 44 4546 47 48 49 50 51 5253 54 55 56 57 5859 60 61 62 63 64 65 66 67 68 69 70 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 64 65 66 67 12C 13C 14C 15C 16C 19C 1Z 2Z 3Z 4Z 5Z 6Z 7Z 8Z 9Z 10Z 11Z 12Z 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 27 23 24 25 26 7 28 29 30 31 32 33 34 37 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK MATCHLINE TOP AND BOTTOM OF SOIL NAIL WALL EXISTING GRADE LEGEND COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 2 OF 19 XBS-2 DWG. NO. DWN BY: JHH SOIL NAIL IDENTIFICATION JOB NO. : 5843 ISSUED: 03.15.2023 8160 816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112BOTTOM OF BRIDGE OR RETAINING WALL FOOTING 13 WALL TURNLINES PLAN VIEW SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8138 BOF 8138 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8184 BOF 8184 BOF 8165 BOF 8165 BOF 815BOF 8169 BOF 8169 BOF 8182 BOF 8182 69' -3" 17 18 19 56 55 54 53 52 51 50 49 43 44 45 46 8160 SEE THE FOLLWOING: WALL 1 - CORAL - SEE XBS 4 WALL 2 - GREEN - SEE XBS 5 WALL 3 - RED - SEE XBS 6 WALL 4 - ORANGE - SEE XBS 7 WALL 5 - CHARTREUSE - SEE XBS 8 AND XBS 9 WALL 6 - MAGENTA - SEE XBS 10 WALL 7 - LIGHT ORANGE - SEE XBS 11 WALL 8 - AQUA - SEE XBS 12 AND XBS 13 WALL 9 - DARK RED - SEE XBS 14 AND XBS 15 WALL 10 - BLUE - SEE XBS 16 AND XBS 17 WALL 11 - MAGENTA - SEE XBS 18 8170 8180 8190 8200 8210 8220 U1 1D 8220 8210 L4 U2 U3 8180 8190 8200 8190 8180 8170 NOT TO SCALE 1Z 2Z 3Z 4Z 5Z 6Z 7Z 8Z 9Z 10Z 11Z 12Z 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK MATCHLINE COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 2 OF 19 XBS-3 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8143 BOF 8169 BOF 8182 BOF 8182 69' -3" 8210 8220 8220 8210 L4 U2 U3 T1 T2 T3 T4 T5 1 2 3 4 5 6 7 8 9 10 11 1213 14 1516 17 18 19 20 21 22 23 24 25 T6 T7 26 27 28 29 30 31 32 3 3 34 35 36 37 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK 7'-5" 20'-2" 48'-0" 22'-0"35'-0" 36'-0" 237'-7" 3'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 69'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8224 8222 8220 8218 8216 8214 8212 8210 8226 8228 8230 8232 8234 8224 8222 8220 8218 8216 8214 8212 8210 8226 8228 8230 8232 8234 AREA = 790 S.F. ELEVATION VIEW - WALL 1 (CORAL) DRAIN BOARD = 185 L.F. 1/8" = 1'-0"T1T2T3T4T5T6T71 37 MESH = 11 PIECES * 1 LAYER = (22 - 2 LAYERS) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 EXISTING GRADE BOTTOM OF EXCAVATION 8" SHOTCRETE 192 A NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES SOIL NAIL SCHEDULE - WALL 1 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN1 - SN37 30 1.00 EPOXY COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 4 OF 19 XBS-4 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112TOP AND BOTTOM OF SOIL NAIL WALL EXISTING GRADE LEGEND SOIL NAIL IDENTIFICATION 8160 BOTTOM OF BRIDGE OR RETAINING WALL FOOTING 13 WALL TURNLINES PLAN VIEW (WALL 1) SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8143 BOF 8143 BOF 8169 BOF 8182 BOF 8182 69' - 3 " 8210 8220 8220 8210 L4 U2 U3 S1S2 S3S4 S5 S6 S7 4 5 6 7 8 9 10 111213 14 3 2 1 1516 17 18 19 20 212223 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK 27'-0" 17'-0"48'-0"25'-0"24'-0" 141'-0" 3'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8226 8228 8230 8232 8234 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8226 8228 8230 8232 8234 AREA = 1386 S.F. ELEVATION VIEW - WALL 2 (GREEN) DRAIN BOARD = 290 L.F. MESH = 18 PIECES * 1 LAYER = (36 - 2 LAYERS) 1/8" = 1'-0"S1S2S3S41 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20MATCHLINE 195 H EXISTING GRADE PIPE COLUMN BOTTOM OF EXCAVATION 8" SHOTCRETE 192 A 10'-0"32'-0"82'-0" 124'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 7'-0"6'-0" 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8226 8228 8230 8232 8234 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8226 8228 8230 8232 8234 ELEVATION VIEW - WALL 2 (GREEN) 1/8" = 1'-0"S5S6S7391920 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38MATCHLINE EXISTING GRADE BOTTOM OF EXCAVATION 8" SHOTCRETE 192 A NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES SOIL NAIL SCHEDULE - WALL 2 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN1 - SN39 30 1.00 EPOXY NOTE: ·12 PIPE PILE FOR WALL 2 ·ALL PIPE PILES TO BE 12 FEET IN LENGTH ·PIPE SIZE 3.5 INCH OD; 0.445 INCH WALL THICKNESS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 5 OF 19 XBS-5 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112TOP AND BOTTOM OF SOIL NAIL WALL EXISTING GRADE LEGEND SOIL NAIL IDENTIFICATION 8160 BOTTOM OF BRIDGE OR RETAINING WALL FOOTING 13 WALL TURNLINES PLAN VIEW (WALL 2) SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 19 44 45 8160 8170 8180 8190 8200 8210 8220 U1 8220 8210 L4 U2 U3 PROPERTY LINE 15' SETBACK 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' 2' BOTTOM OF EXCAVATION 8" SHOTCRETE EXISTING GRADE 107'-0" 2' 2' 2' 2' 2' 2' 29'-0" 135'-8" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 AREA = 786 S.F. ELEVATION VIEW - WALL 3 (RED) DRAIN BOARD = 200 L.F. MESH = 11 PIECES * 1 LAYER 1/8" = 1'-0"U 1GC 1 GC 2 GC 3 GC 4 GC 5 GC 6 GC 7 GC 8 GC 9 GC 10 GC 11 GC 12 GC 13 GC 14 GC 15 GC 16 GC 17 GC 18 GC 19 GC 20 GC 21 GC 22 GC 23 GC 24 GC 25 GC 26 GC 27 GC 28 GC 29 GC 30 GC 31 GC 32 GC 33 GC 34 GC 35 GC 36 GC 37 GC 38 GC 39 GC 40 GC 41 GC 42 GC 43 GC 44 GC 45 GC 46 GC 47 GC 48 GC 49 GC 50 GC 51 8158 8158 195 H U 2U3GC 53 GC 55 GC 57 GC 59 GC 61 GC 63 GC 65 GC 52 GC 54 GC 56 GC 58 GC 60 GC 62 GC 64 PIPE COLUMN NOTE: ·65 PIPE PILE FOR WALL 3 ·ALL PIPE PILES TO BE 12 FEET IN LENGTH ·PIPE SIZE 3.5 INCH OD; 0.445 INCH WALL THICKNESS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 6 OF 19 XBS-6 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 3) SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 17 44 45 46 47 8160 8150 8170 8180 8190 8200 8210 8220 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 26 27 28 L1 L2 U1 24 8220 8210 L3 L4 U2 U3 PROPERTY LINE 15' SETBACK 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-7" 4'-0" 4'-8" 3'-8" 162'-11" 17'-4" 126'-7" 3'-0" BOTTOM OF EXCAVATION PROPOSED GRADE 19'-0" 6'-3" 6'-0" 6'-3" 3'-6" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8186 8184 8182 8180 8178 8176 8174 8172 8170 8168 8166 8164 8162 8160 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 AREA = 1442 S.F. ELEVATION VIEW - WALL 4 (ORANGE) 1/8" = 1'-0" 8158 8158L 1L 2L38156 8156 8154 8154 8152 8152 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 L426 27 287 AEND OF RED WALLDRAIN BOARD = 310 L.F. MESH = 19 PIECES * 1 LAYER = (38 - 2 LAYERS) BOTTOM OF EXCAVATION 8" SHOTCRETE 192 A 192 A SOIL NAIL SCHEDULE - WALL 4 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW BAR SIZE BAR FINISH SN1 - SN2 10 #8 EPOXY SN3 - SN23 10 10 #8 EPOXY SN24 - SN25 20 20 20 20 20 #8 EPOXY SN26 - SN28 20 20 20 #8 EPOXY NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 7 OF 19 XBS-7 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 4) SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 BOF 8138 BOF 8138 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8143 BOF 8184 BOF 8184 BOF 8165 BOF 8165 BOF 8169 BOF 8169 BOF 8182 BOF 8182 69' -3 " 54 53 44 8160 WALL 3 - RED - SEE XBS 6 WALL 4 - ORANGE - SEE XBS 7 WALL 5 - CHARTREUSE - SEE XBS 8 AND XBS 9 WALL 6 - MAGENTA - SEE XBS 10 WALL 7 - LIGHT ORANGE - SEE XBS 11 WALL 8 - AQUA - SEE XBS 12 AND XBS 13 WALL 9 - DARK RED - SEE XBS 14 AND XBS 15 WALL 10 - BLUE - SEE XBS 16 AND XBS 17 WALL 11 - MAGENTA - SEE XBS 18 8170 8180 8190 8200 8210 8220 4 5 6 7 8 9 10 11 121314 15 16 17 U1 1D 2 D 3 D4 D 8220 8210 L4 U2 U3 8190 8200 8190 8180 5 D6 D 7 D 12 3 18 19 20 21 222324 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 NOT TO SCALE 11Z 12Z 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK PROPERTY LINE 15' SETBACK COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 8 OF 19 XBS-8 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112PLAN VIEW (WALL 5) SCALE: 1/8" = 1'-0" PLAN NORTH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23 SHOTCRETE FACING 8 IN. SHOTCRETE FACING TYP 5'-0" VERTICAL SPACINGTYP. 6'-0" HORIZONTAL SPACING TYP. 3'-0" FROM BOTTOM OF WALL TYP. 3'-0" FROMTOP OF WALLEXTEND DRAINAGE BOARD MINIMUM 2 FEET FROM BOTTOM OF WALL. CONNECTION TO SUBSURFACE PERIMETER DRAIN BY OTHERS. DETAIL NAIL HEAD AND TENDON PROVIDE MINIMUM 3 INCHES OF COVER BETWEEN PLATE AND EARTH!!! WALERS IN FRONT OF PLATE - (2) #6 BAR CONTINUOUS, MAX 0'-6" OC OVER BEARING PLATE AND NUT PROVIDE 3 INCHES OF COVER BOTTOM OF EXCAVATION SEE DETAIL D-9/9 PROVIDE MINIMUM 3 INCHES OF COVER BETWEEN PLATE AND EARTH!!! VERTICAL BARS - (2) #4 BAR 3'-0" LENGTH, MAX 0'-6" OC 8" x 8" x 1/2" STEEL PLATE SHOTCRETE MIN 4000 PSI STEEL MESH REINFORCING WALERS IN FRONT OF PLATESTD. BAR MFG. NUT VERTICAL BARS CENTRALIZERS, TYPICAL SEE DETAIL C-9/9 SHOTCRETE STEEL PLATE VARIES (SEE SCHEDULE) VARIES (SEE SCHEDULE) VARIES (SEE SCHEDULE) 4x4-W4.0xW4.0 STEEL MESH REINFORCING STD. BAR MFG. NUT DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT GROUT SECTION PERMANENT SOIL NAIL EXCAVATION 1" NOT TO SCALE DETAIL BEARING PLATE 9 B 9 NOT TO SCALE NOT TO SCALE DETAIL PERMANENT FACING NOT TO SCALE STEEL PLATE STEEL MESH REINFORCING OVERLAP MIN. 0'-8" VERTICAL BARS DRAINAGE BOARD, MIRAFI 6000 OR EQUIVALENT LOCATED BEYOND GROUT SOIL NAIL SEE SCHEDULE FOR SIZE AND TYPE VARIES (SEE SCHEDULE) CENTRALIZERS, TYPICAL EVERY 10 FT ON CENTER START 3 FT FROM BOTTOM CONTINUOUS WALERS SPLICE IN CENTER OF ROWS PROVIDE 2 FT OVERLAP CONTINUOUS WALERS IN FRONT OF PLATE HOLE IN CENTER 1.25 IN. DIA. 8" x 8" x 1/2" STEEL PLATE EXTEND DRAINAGE BOARD MINIMUM 2 FEET FROM BOTTOM OF WALL. CONNECTION TO SUBSURFACE PERIMETER DRAIN BY OTHERS. STUD SIZE 5/8" Ø SHAFT 2" IN LENGTH 0.312" HEAD THICKNESS 1.25" Ø HEAD A 3 9 CENTRALIZERS, TYPICAL B 9 9 C 9 9 D 9 9 VERTICALS - (2) #5 BAR CONTINUOUS, MAX 0'-6" OC COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 9 OF 9 XBS-8 DWG. NO. DWN BY: JHH NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE JOB NO. : 5843 ISSUED: 09-20-2022816 W. FOREST ROAD, VAIL, COCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.011206/19/23 6'-0" 6'-0" 6'-0" 6'-0" 48'-4" 34'-0" BOTTOM OF EXCAVATION 31'-0"13'-0" 1'-0" 4'-0" 4'-0" 25'-0" 28'-0" 17'-7" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 4'-0" 6'-0" 6'-0" 6'-0" 196'-11" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 8'-11" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 AREA = 7780 S.F. DRAIN BOARD = 1300 L.F. MESH = 93 PIECES * 1 LAYER = (185 - 2 LAYERS)2 D3 D4D1DL45D6D8186 8184 8182 8180 8178 8176 8174 8172 8170 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 1 17 26 122 3 4 13 14 15 16 18 19 20 21 22 23 24 25 27 28 29 305 6 7 8 9 10 11 MATCHLINEELEVATION VIEW - WALL 5 (CHARTREUSE) 1/8" = 1'-0" PIPE COLUMN PROPOSED GRADE 8" SHOTCRETE 192 A 13'-5" 6'-0" 6'-0" 6'-0" 5'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 140'-0" 68'-7"39'-0" 19'-0" 8186 8184 8182 8180 8178 8176 8174 8172 8170 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 ELEVATION VIEW - WALL 5 (CHARTREUSE) 1/8" = 1'-0" 19 B BEGIN OF CURVEEND OF CURVE8168 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 7D8186 8184 8182 8180 8178 8176 8174 8172 8170 8224 8222 8220 8218 8216 8214 8212 8210 8208 8206 8204 8202 8200 8198 8196 8194 8192 8190 8188 8168 8166 8164 8162 8160 8158 8156 8154 8152 8150 8148 8146 8144 8142 8140 32 38 5229 30 31 33 34 35 36 37 39 40 41 42 43 44 45 46 47 48 49 50 51MATCHLINE BOTTOM OF EXCAVATION PROPOSED GRADE 8" SHOTCRETE BOTTOM OF EXCAVATION 192 A 19 2 A SOIL NAIL SCHEDULE - WALL 5 SOIL NAIL COLUMN FIRST ROW SECOND ROW THIRD ROW FOURTH ROW FIFTH ROW SIXTH ROW SEVENTH ROW EIGHTH ROW NINTH ROW TENTH ROW ELEVENTH ROW TWELFTH ROW THIRTEEN TH ROW BAR SIZE SN1 - SN2 10 10 #8 SN3 - SN16 35 35 35 35 35 1.00 SN17 - SN18 30 30 30 30 1.00 SN19 - SN20 35 35 35 35 35 35 1.00 SN21 - SN26 35 35 35 35 35 35 35 1.00 SN27 - SN31 35 35 35 35 35 35 1.00 SN32 - SN38 55 55 55 55 55 55 55 55 55 55 55 55 55 1.00 SN39 - SN52 10 #8 NOTE: ·SEE ELEVATION VIEW FOR SOIL NAIL ELEVATION ·1.00 BARS ARE GRADE 150; #8 BARS ARE GRADE 75 ·15 DEGREE DIP ANGLE FOR ALL NAILS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES ·ALL BARS EPOXY COATED NOTE: ·12 PIPE PILE FOR WALL 5 ·ALL PIPE PILES TO BE 12 FEET IN LENGTH ·PIPE SIZE 3.5 INCH OD; 0.445 INCH WALL THICKNESS ·MINIMUM DIAMETER OF SOIL NAIL SHAFT SHALL BE 5.25 INCHES COGGINS & SONS, INC.TEL: 303-791-9911 FAX: 303-791-09679512 TITAN PARK CIRCLE LITTLETON, COLORADO 80125SHT. 9 OF 19 XBS-9 DWG. NO. DWN BY: JHH JOB NO. : 5843 ISSUED: 03.15.2023816 W. FOREST ROADCOLEMAN CUSTOM HOMESPO BOX 4724EDWARDS, CO 81632PH. 970.855.0112NOT VALID WITHOUT DATE & ORIGINAL SIGNATURE 06/19/23