Loading...
16232_Clubhouse_201708085 ' - 6 " 4' - 10" 10' - 0" 10 ' - 0 " 24 -Plex 25,220 sf 24 -Plex 25,220 sf 12 -Plex 12,610 sf 12 -Plex 12,610 sf 12 -Plex 12,610 sf OUTDOOR PATIO / BBQ / HOT TUB AREA 50' X 100' GRASSY AREA CORPORATE DR. 10 BLDG 'A' CARPORT 12 BLDG 'B' CARPORT 12 BLDG 'B' CARPORT 6 812 712 12 8 8 12 10 BLDG 'C' CARPORT 2 2 10 BLDG 'D' CARPORT 5 12 7 12 BLDG 'E' CARPORT 12 BLDG 'E' CARPORT MAILBOXES 29' - 0" 44' - 0" 69' - 0" 5' - 11" 77' - 3" 50' - 0" BICYCLE PARKING DIRECTORY SIGNAGE DIRECTORY SIGNAGE 63 OCCUPANTS (4 UNITS PER FLR) BLDG 'A'126 OCCUPANTS (8 UNITS PER FLR) BLDG 'B' 63 OCCUPANTS (4 UNITS PER FLR) BLDG 'C' 63 OCCUPANTS (4 UNITS PER FLR) BLDG 'D' 126 OCCUPANTS (8 UNITS PER FLR) BLDG 'E' MAIN ENTRY #1 MAIN ENTRY #2 MAIN ENTRY MAIN ENTRY #1 MAIN ENTRY #2 MAIN ENTRY Clubhouse 2,620 sf 93 OCCUPANTS PENNWOOD ST. 21' - 6" 2 7 ' - 7 " 4 2 ' - 1 1 " 2 5 ' - 3 " 70' - 3" 4 4 ' - 8 " 2 2 ' - 9 " BICYCLE PARKING BICYCLE PARKING BICYCLE PARKING BICYCLE PARKING PH A S E 2 PH A S E 1 PH A S E 1 PHASE 2 PHASE 1 PHASE 1 PHASE 2 PH A S E 2 PH A S E 1 PHASE 1 PHASE 2 11 ' - 3 " 11 ' - 3 " 11 ' - 7 " 12 BLDG 'B' CARPORT 12' - 4" 11' - 7 1/2" 1 7 ' - 2 " 1 5 ' - 7 " 19' - 0" 1. ALL GRADES ARE APPROXIMATE -VERIFY IN FIELD 2. ALL UTILITIES ARE ON SITE. RELOCATE AS REQUIRED -COORDINATE WITH GENERAL CONTRACTOR AND PROPER UTILITIES AS REQUIRED. 3. ALL PLANTS/TREES, AND HARDSCAPE TO REMAIN UNLESS OTHERWISE NOTED. PROTECT FROM DAMAGE DURING CONSTRUCTION PHASE. REPLACE AS REQUIRED. 4. LANDSCAPE SUBCONTRACTOR SHALL WORK WITH SIMILAR SCALE AND TYPE PLANTS COHESIVENESS WITH THE EXISTING LANDSCAPING. PLANS SHALL BE PROVIDED TO LOCAL ARCHITECTURAL COMMITTEE AND/OR CITY FOR APPROVAL PRIOR TO INSTALLATION. 5. CONTRACTOR SHALL INSTALL NEW 7'-0" WIDE, 4"D. SIDEWALKS ALONG DRIVE AISLES W/ 6" CURBING. INTERIOR SIDEWALKS SHALL BE NEW 5'-0" WIDE, 4"D. ALL PATHWAYS TO BE ADA COMPLIANT. 6. PRIOR TO CERTIFICATE OF OCCUPANCY, PROTECT AND REPLACE DAMAGED EXISTING HARDSCAPE (ASPHALT, CONCRETE, CURBS, ETC.) AS REQUIRED. 7. PROVIDE SECURE BICYCLE PARKING IN CLOSE PROXIMITY TO BUILDI NG ENTRANCES MEETING ADA REQUIREMENTS. THESE FACILITIES SHALL NOT OBSTRUCT PEDESTRIAN WALKWAYS, PUBLIC SIDEWALKS OR BUILDING ENTRANCES. EACH CONSTRUCTED FACILITY SHALL SUPPORT THE BICYCLE AND ALLOW THE OWNER OF, TO LOCK FRAME AND FRONT WHEEL WITH ONE LOCK. 8. MECHANICAL EQUIPMENT TO BE SCREENED BY LANDSCAPING / SHRUBBERY OR PARTIAL HEIGHT VINYL FENCING (SEE DETAIL 6/A -101), TO BE DETERMINED BY OWNER. GENERAL NOTES -SITE PLAN: CL I E N T : SHEET DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T F O R P E R M I T DRAWN BY 16232 Mu l t i f a m i l y 2 4 - P l e x 30 3 W . P e n n w o o d S t . M e r i d i a n , I D 8 3 6 4 2 A-101 01.10.2017 Ra i n i e r V i l l a s Site Plan PMG 1" = 30'-0" 1 Site - New NO. DESCRIPTION DATE 1 CZC/DR 03.17.17 2 Planning Comments 03.28.17 3 For Permit 05.04.17 4 CZC/DR RESUBMITTAL 08.08.17 UP 366 SF WORKOUT ROOM 006 72 SF MEN'S 013 95 SF ENTRY 001 118 SF LEASING 002 86 SF MAIL 003 113 SF YOGA 007 52 SF MECH. 008 38 SF MASSAGE 009 38 SF TANNING 010 67 SF WOMEN'S 011 109 SF HALL 012 330 SF KITCHEN/DINING 016 363 SF LIVING 018 137 SF MEDIA 020 10 SF NOOK 019 9 SF SHOWER 014 21 SF OUTDOOR KITCHEN 015 401 SF GROUP ROOM 021 180 SF GROUP ROOM 022 160 SF PLAY AREA 024 1 A-311 2 A-311 PLAYHOUSE STRUCTURE 199 SF SUN ROOM 025 2' - 3 " 16 ' - 9 " 14 ' - 3 " 15 ' - 1 " 9' - 1 " 3' - 0 " 1' - 7 " 3' - 8 " 1' - 1 1 " 2' - 0 " 8' - 0 " 2' - 0 " 4' - 0 " 9" 4' - 1 0 " 10 ' - 3 " 3 ' - 1 " 5 ' - 6 " 61' - 4" 5' - 11" 2' - 2" 5' - 7" 10' - 5" 2' - 10" 10' - 7" 23' - 10" 1' - 5" 8' - 0" 2' - 0" 4' - 0" 2' - 0" 6' - 5" 17' - 5" 67 ' - 7 " 18' - 8 1/2" 5' - 7" 2' - 2" 5' - 0" 11" 9" 11' - 3" 9' - 11" 2 ' - 3 " 4 ' - 0 " 1 ' - 8 " 1 ' - 9 " 3 ' - 2 " 8 ' - 0 " 9 ' - 0 " 5 ' - 2 " 3 ' - 6 1 /2 " 3 ' - 1 1 /2 " 15' - 0" 1' - 8" 9' - 8" 1 1 5 . 0 0 ° 16 ' - 5 1 / 2 " 9' - 0 " 3' - 0 " 1' - 8 " 3' - 8 " 1' - 1 1 " 3' - 5 " 7" 8' - 0" 3' - 3" 8' - 6 " 1' - 1 1 1 / 2 " 6' - 0 " 13 ' - 2 " 7 1 / 2 " 5' - 5 " 11' - 8" 7' - 0 1/2" 2 ' - 5 " 2' - 0" 3' - 7" 7' - 8 1/2" 12' - 9" 4' - 5 " 1' - 1 " 5' - 6 " 9' - 6 " 7' - 10" 5' - 5" 2' - 9" 2' - 9" 1' - 1" 7' - 1" 4' - 0" 4' - 0" 3' - 8" 1' - 9 " CL CL CL CL CL 9 ' - 5 " 5 ' - 7 " CL CL 4' - 2 " CL 1A 1A N 2B 2B 1A 2B 1A 1A A 1A E 2A 2B K 1A 2B 1A 2B 2A 2A 2A 1A 3A 1A 2A 2A H 1A 1A 1A 1A B 1A 1A L 1A G 1A 2A 2A 2A P J 3A 2A 1A 1A 1A 1A 1 1 R R R 1A 1A 1A 1A 2B 2B 2B 4 " 1 5 ' - 0 " 1 5 ' - 0 " 1A 1A 1A 1A 1A 2B C 1A 1A 1A 1A 1A 1A 1A 1A M M 1A 1A F 2A 2A D D W 001A 01 8 A 018B 012A 025A 02 5 B 00 8 A 00 6 A 021A 002A 007A 009A 01 3 A 01 1 A 01 0 A 1A 2B 2 3 4 5 6 7 024A 2A 2A 2A 2A 9 8 8 8 8 8 8 10 11 12 2 1 /2 " 3' - 2 1 / 2 " 1 A-312 Area 3222 SF 19 Occ. Area 100 SF 20 Occ. 2A STANDARD WALL -3 1/2" WOOD STUD @ 24" O.C. W/ 5/8" GWB EACH SIDE 3A PLUMBING WALL -5 1/2" WOOD STUD @ 24" O.C. W/ 5/8" GWB EACH SIDE WALL LEGEND 1A EXTERIOR WALL -EXTERIOR FINISH MATERIAL, VAPOR BARRIER (TYVEK OR APPROVED EQ. W/ MIN 50 PERM. RATING), 1/2" OSB, 5 1/2" WOOD STUD @ 24" O.C., BATT INSULATION (R -21), W/ 5/8" GWB INTERIOR. REFER TO EXTERIOR ELEVATIONS FOR FINISHES. 2B STANDARD WALL -5 1/2" WOOD STUD @ 24" O.C. W/ 5/8" GWB EACH SIDE NOTE: ALL WALLS TO BE FILLED WITH BATT INSULATION, U.N.O. IBC 2009 502.1 -AREA, BUILDING. The area included within surrounding exterior walls (or exterior walls and fire walls) exclusive of vent shafts and courts. First Floor 2,972 sf TOTAL 2,972 sf BUILDING SQUARE FOOTAGE ANALYSIS: Allowable Floor Area: The area includes the exterior walls to the face of exterior finish. Used to calculate construction cost, bank appraisal, and tax assessor value First Floor 3,333 sf TOTAL 3,333 sf Gross Building Area: GENERAL NOTES -FLOOR PLANS: A. VERIFY ALL DIMENSIONS IN FIELD AND NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION. B. TYPICAL DIMENSION LOCATIONS ARE TO F.O. CONC. or GRID LI NES or LEFT/TOP SIDE OF F.O. STUD, U.N.O. (TO F.O. STRUCTURAL MEMBERS, NOT TO F.O. FINISH MATERIALS). C. TYPICAL DOOR LOCATIONS ARE 4" FROM ADJACENT WALL SYSTEM, U.N.O. D. PROVIDE SOLID BLOCKING IN WALLS FOR ITEMS SUCH AS GRAB BARS. E. ALL STUD FRAMED INTERIOR PARTITION WALLS SHALL BE BRACED TO THE UNDERSIDE OF DECK/STRUCTURE ABOVE. F. TYPICAL INTERIOR WALLS TO BE 2x4 WOOD STUDS @ 24" o.c. G. TYPICAL EXTERIOR WALLS TO BE 2x6 WOOD STUDS @ 16" o.c. H. ALL EXT. WALLS SHALL BE 2x6 CONSTRUCTION PER WALL LEGEND UNLESS OTHERWISE NOTED. SEE ELEVATIONS FOR EXTERIOR WALL FINISH. I. CONTRACTORS SHALL ADHERE TO ALL CODES, RULES AND REGULATIONS FOR IBC AND SPECIFIC TRADE CODES. J. DO NOT SCALE DRAWINGS K. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS, U.N.O. L. ALL EXPOSED GYP. BD. EDGES TO HAVE METAL EDGE TRIM, TYP. M. LIGHTER LINE TYPES TYPICALLY INDICATE OWNER SUPPLIED ITEMS OR EXISTING CONSTRUCTION, U.N.O. N. LANDSCAPING IS DESIGN -BUILD BY SUBCONTRACTOR. PROVIDE DRAWINGS AS REQ'D PER THE LOCAL JURISDICTION. INSTALLATION TO MEET ALL CODE REQUIREMENTS. O. PROVIDE MINIMUM OF (2) ACCESS ATTIC ACCESS OPENINGS w/ DRAFT STOP SEPARATIONS. P. SEE SHEETS A -341 -A-343 FOR FIRE RATING DETAILS FOUNDATIONS 1. PLACE ALL REINFORCING AS PER A.C.I. CODES AND STANDARDS 2. NOT USED. 3. COVER ENTIRE CRAWL SPACE WITH 20 MIL. VAPOR BARRIER, WRAP UP FOOTINGS. 4. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED, REDWOOD OR PROTECTED WITH 55# FELT. 5. MUDSILLS TO BE 2 x PRESSURE TREATED WOOD OR REDWOOD. 6. 2" RIGID INSULATION TO BE ATTACHED TO FOUNDATION PERIMETER WALLS. CARPENTRY 1. UNLESS OTHERWISE NOTED ON PLANS, ALL EXTERIOR WINDOW AND DOOR HEADERS ARE TO BE SIZED PER ENGINEER. 2. SOIL BEARING PRESSURE IS ASSUMED TO BE 1500 P.S.F. IF THIS VARIES, CONTACT ARCHITECT PRIOR TO CONSTRUCTION. 3. NAILING SCHEDULE AS PER TABLE 25 -0 I.B.C. TYPICAL PLYWOOD NAILING WITH 8D NAILS @ 6" O.C. AT EDGES AND 12" O.C. ON INTERIOR. 4. GUARDRAILS TO BE 42" HIGH WITH MAXIMUM OPENING SPACES SO THAT A 4" SPHERE CAN NOT PASS THROUGH. 5. WOOD FRAMING MEMBER GRADES ARE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE PLANS: A. POSTS, BEAMS, HEADERS, JOISTS & RAFTERS NO. 2 & BETTER KD DOUGLAS FIR -LARCH B. PLATES, BLOCKING & BRIDGING, ETC. NO. 3 & BETTER KD DOUGLAS FIR -LARCH C. STUDS STUD GRADE KD DOUGLAS FIR -LARCH D. POST & BEAM DECKING UTILITY GRADE DOUGLAS FIR E. PLY SHEATHING CD DOUGLAS FIR PLY 32/16 INSULATION 1. ALL EXPOSED INSULATION TO HAVE A FLAME SPREAD RATING OF LESS THAN 25 AND A SMOKE DENSITY OF LESS THAN 450 2. PROVIDE A TOTAL OF 1/300 OF ATTIC AREA VENTILATION WITH 50% AT THE CORNICE AND 50% AT THE RIDGE OR GABLE VENTS. 3. ALL EXTERIOR WINDOWS TO BE DOUBLE GLAZED, LOW -E. 4. ALL EXTERIOR DOORS TO BE SOLID CORE OR INSULATED WITH WEATHERSTRIPPING. 5. PROVIDE 2" RIGID INSULATION ALONG INTERIOR PERIMETER FOUNDATION WALLS. 6. INSULATE ENTIRE PARTY WALL WITH FIBERGLASS SOUND ATTENUATION BATTS. MATCH WALL WIDTH. GENERAL CONDITIONS 1. ALL WORK SHALL COMPLY WITH THE LATEST ADOPTED ISSUE OF THE I NTERNATIONAL BUILDING/RESIDENTIAL CODE AND ANY APPLICABLE STATE, COUNTY AND/OR LOCAL REGULATIONS. 2. THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND SITE CONDITIONS AND TO NOTIFY ARCHITECT OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. 3. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS. 4. ALL NOTES AND COMPONENTS TO BE CONSIDERED " OR EQUIVALENT" AS LONG AS INTENT/QUALITY OF THE DESIGN IS MAINTAINED. 5. ANY NOTES STATED HEREIN SHALL BE SUPERCEDED BY NOTES PROVIDED IN STRUCTURAL, MEP DRAWINGS (WHICH WILL TAKE HIGHER PRIORITY). SITE WORK 1. REMOVE TOP SOIL AND ORGANIC MATERIAL FROM THE BUILDING SITE, STOCK PILE IT IF POSSSIBLE FOR USE IN FINAL GRADING. 2. FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL, STEPPED AS TO MAINTAIN THE REQUIRED DEPTH BELOW FINISH GRADE. 3. ANY FILL UNDER GRADE SUPPORTED CONCRETE SLABS TO BE 4" MIN. GRAVEL, COMPACTED TO 95%. 4. CONCRETE SLABS TO BE 4", 3,000 P.S.I. AT 28 DAYS WITH CONTROL JOINTS AT 15' O.C. (MAX.) EA WAY. PROVIDE 3/4" TOOLED JOINTS AT 5'-0" O.C. IN CONCRETE SIDEWALKS. 5. FINISH GRADES ARE TO REMAIN AT LEAST 8" BELOW EXTERIOR FINI SHES. MISCELLANEOUS 1. ALL WINDOWS WITHIN 18" OF FLOOR OR WITHIN 24" OF DOORS ARE TO BE TEMPERED. 2. ALL SHOWER OR TUB ENCLOSURES ARE TO HAVE SAFETY GLAZING. 3. PROVIDE MOISTURE PROOF GYPSUM BOARD AROUND TUB AND SHOWER ENCLOSURES, WITH A HARD MOISTURE RESISTANT SURFACE UP TO 6'-0" A.F.F. 4. BATHROOMS AND UTILITY ROOMS ARE TO BE VENTED WITH A 90 CFM FAN EXHAUSTED TO THE OUTSIDE. 5. ALL WINDOWS ON SECOND FLOOR W/ SILL HEIGHT LESS THAN OR EQUAL TO 24" MUST HAVE 4" MAX OPENING OR OTHER FALL PROTECTION. CL I E N T : SHEET DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T F O R P E R M I T DRAWN BY 16232 Cl u b h o u s e Me r i d i a n , I D 8 3 6 4 2 A-111 12.14.16 Ra i n i e r V i l l a s FIRST FLOOR ALB NO. DESCRIPTION DATE 1 Clubhouse Redesign_Option 3 05.10.17 2 CZC/DR RESUBMITTAL 08.08.17 1/4" = 1'-0" 1 FIRST FLOOR FLOOR PLAN KEYNOTES No. Note Content 2 FURNACE, REFER TO MECHANICAL DRAWINGS. 3 WATER HEATER 4 MOP SINK 5 HOT TUB 6 ADA COMPLIANT WATER FOUNTAIN 7 EXERSIZE EQUIPMENT (BY OWNER) 8 EXTERIOR WOOD COLUMNS 9 TOP OF DIVIDER WALLS @ 3'-4" A.F.F. 10 ELECTRICAL PANEL 11 REFRIDGERATOR W/ WATERLINE 12 ALCOVE W/ SEATING 3 " / 1 '-0 " 3 " / 1 '-0 " 3" / 1'-0" 3" / 1'-0" 1/ 4 " / 1 ' - 0 " 1 /4 " / 1 '-0 " 1 /4 " / 1 '-0 " 3" / 1'-0" 3" / 1'-0" 1 2 2 2 2 1 2 1 ROOF PLAN GENERAL NOTES A. EACH SUB -CONTRACTOR TRADE SHALL VERIFY EXISTING CONDITIONS AND REPORT ANY DISCREPANCIES WITH THE DRAWING TO THE ARCHITECT PRIOR TO THE BEGINNING OF CONSTRUCTION B. ALL KEYNOTES, DIMENSIONS, AND NOTES TYPICAL. C. PROVIDE ICE AND WATER SHIELD AT ALL ROOF VALLEY LOCATIONS (CENTERED) AND AT ALL EAVES (EXTEND 2'-0" UP PAST EXTERIOR WALL BELOW) D. ALL ROOFS TO HAVE PREFINISHED METAL EAVE AND RAKE DRIP FLASHING. PROVIDE PRE -FINISHED METAL VALLEY FLASHING. ALL ROOFS TO BE 30 YEAR ARCHITECTURAL LAMINATED FIBERGLASS SHI NGLE OVER (2) LAYERS 15# FELT. E. COORDINATE ROOF PLAN WITH ROOF FRAMING PLAN AND WITH FINAL ROOF TRUSS SHOP DRAWINGS. F. AT OVERBUILD ROOF AREAS PROVIDE 6"X6" HOLES THROUGH SHEATHING AT EACH JOIST BAY TO PROVIDE VENTILATION. G. PROVIDE PREFINISHED SEAMLESS ALUMINUM GUTTER. MAXIMUM LENGTH OF GUTTER TO DOWNSPOUT: 20' -0." COORDINATE THE FINAL LOCATION OF ALL DOWNSPOUTS WITH ARCHITECT PRIOR TO CONSTRUCTION. PROVIDE CONCRETE SPLASH BLOCK AT EACH DOWNSPOUT BASE AND SLOPE DRAIN AWAY FROM BUILDING. COORDI NATE WITH CIVIL FOR DOWNSPOUTS THAT TIE INTO SEEPAGE BEDS. H. ALL ROOFING, FIXTURES, AND EQUIPMENT TO BE INSTALLED TO BE I N ACCORDANCE WITH THE MANUFACTURERS REQUIREMENT, ACCEPTED BUILDING STANDARDS AND CONFORM TO ALL BUILDING CODES. I. SEE SHEETS A -431 -A-433 FOR FIRE -RATING DETAILS. J. ALL OVERHANGS TO BE 1' -4" U.N.O. K. CONTRACTOR TO PROVIDE ROOF VENTILATION PER SECT. 1203 IBC (TOTAL ROOF AREA = 4,417 SQ. FT, VENTILATION MUST BE 29.45 SQ. FT. MIN. CL I E N T : SHEET DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T F O R P E R M I T DRAWN BY 16232 Cl u b h o u s e Me r i d i a n , I D 8 3 6 4 2 A-131 12.14.16 Ra i n i e r V i l l a s ROOF PLAN PMG 1/4" = 1'-0" 1 ROOF NO. DESCRIPTION DATE 1 Clubhouse Redesign_Option 3 05.10.17 2 CZC/DR RESUBMITTAL 08.08.17 ROOF KEYNOTES # NOTE 1 PRE-FINISHED METAL RAIN GUTTER AND DOWNSPOUTS. PROVIDE SPLASH BLOCK @ GRADE LEVEL ON ALL DOWN SPOUTS 2 30-YEAR ARCHITECTURAL ASHPHALT CLASS B ROOF SHINGLE 4 5 ?5 555 4 6 6 Q ?? 4 6 5 1 5 4 1515 11 6 6 6 U S T ?6 5 EXTERIOR FINISH LEGEND 2 5 1 3 BOARD AND BATTEN -1 X 2 VERTICAL BATTENS 2'-0" O.C. PAINT MFR: SHERWIN WILLIAMS COLOR NAME: ECHELON ECRU COLOR NO: SW7574 CULTURED STONE VENEER - BORAL -SKYLINE COUNTRY LEDGESTONE HARDIPLANK CEMENT LAP SIDING - 6" LAP HORIZONTAL; 1X4 TRIM PAINT MFR: BENJAMIN MOORE COLOR NAME: DRAGON'S BREATH COLOR NO: 1547 4 30 YEAR ARCHITECTURAL ROOFING SHINGLE CEMENTITIOUS FAUX WOOD SIDING MFR: WOOD TONE NAME: RUSTIC SERIES LAP COLOR NO: WARM ESPRESSO 6 TRIM: FASCIA 1X8; DOORS/WINDOWS 1X4; ACCENT BAND 1X10 PAINT MFR: SHERWIN WILLIAMS COLOR NAME: ECHELON ECRU COLOR NO: SW7574 CL I E N T : SHEET DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T F O R P E R M I T DRAWN BY 16232 Cl u b h o u s e Me r i d i a n , I D 8 3 6 4 2 A-211 12.14.16 Ra i n i e r V i l l a s EXTERIOR ELEVATIONS ALB NO. DESCRIPTION DATE 1 Clubhouse Redesign_Option 3 05.10.17 2 CZC/DR RESUBMITTAL 08.08.17 1/4" = 1'-0" 1 South 1/4" = 1'-0" 2 North 4 6 ? 1 6 6 5 1 15155 5 6 ? 1 4 4 6 1 5 5 1 5 5 1 V Q EXTERIOR FINISH LEGEND 2 5 1 3 BOARD AND BATTEN -1 X 2 VERTICAL BATTENS 2'-0" O.C. PAINT MFR: SHERWIN WILLIAMS COLOR NAME: ECHELON ECRU COLOR NO: SW7574 CULTURED STONE VENEER - BORAL -SKYLINE COUNTRY LEDGESTONE HARDIPLANK CEMENT LAP SIDING - 6" LAP HORIZONTAL; 1X4 TRIM PAINT MFR: BENJAMIN MOORE COLOR NAME: DRAGON'S BREATH COLOR NO: 1547 4 30 YEAR ARCHITECTURAL ROOFING SHINGLE CEMENTITIOUS FAUX WOOD SIDING MFR: WOOD TONE NAME: RUSTIC SERIES LAP COLOR NO: WARM ESPRESSO 6 TRIM: FASCIA 1X8; DOORS/WINDOWS 1X4; ACCENT BAND 1X10 PAINT MFR: SHERWIN WILLIAMS COLOR NAME: ECHELON ECRU COLOR NO: SW7574 CL I E N T : SHEET DATE JOB NUMBER CONSULTANT 725 E 2nd St Meridian, ID 83642 208.884.2824 PROFESSIONAL SEAL THIS DOCUMENT IS THE PROPERTY OF NEUDESIGN ARCHITECTURE, LLC AND IS NOT TO BE DUPLICATED WITHOUT WRITTEN AUTHORIZATION. © NEUDESIGN ARCHITECTURE LLC N O T F O R P E R M I T DRAWN BY 16232 Cl u b h o u s e Me r i d i a n , I D 8 3 6 4 2 A-212 12.14.16 Ra i n i e r V i l l a s EXTERIOR ELEVATIONS Author NO. DESCRIPTION DATE 1 Clubhouse Redesign_Option 3 05.10.17 2 CZC/DR RESUBMITTAL 08.08.17 1/4" = 1'-0" 1 East 1/4" = 1'-0" 2 West