KARAN SOLANKI K S
RIVER PARK HOTEL
CONTENT
MARRIOTT COURTYARD
The Ultimate Urban Oasis
Stillwater, OK
TIMBER CREEK WILLOWS
Lewisville Townhomes
TANNAHILL TAVERN
A venue for Food, Drinks & Music
THE CLUBHOUSE
THE CLUBHOUSE@UNIVERSITY VILLAGE
29 01 39 13 23
RIVER PARK HOTEL
THE ULTIMATE URBAN OASIS
4 STORY HOTEL LOCATED IN ARLINGTON, TEXAS OFF NORTH EAST GREEN OAKS BLVD. AND FURRS ST.
PARENT BRAND: ASCEND HOTEL BY CHOICE.
HOTEL BRAND: RIVER PARK HOTEL
OVERALL HEIGHT: 58' - 0" HIGH, GENERAL SPACES: EVENT SPACE, FULL SERVICE RESTAURANT AND BAR, POOL AND FITNESS AREA.
BUILDING(NON HIGH RISE): STRUCTURAL SLAB ON GRADE
WOODEN FRAMING
CONSTRUCTION TYPE = V-A FULLY SPRINKLED NFPA 13 OCCUPANCY = R1 HOTEL NON SEPARATED USES
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Combining local amenities and resources for a whole new guest experience, the River Park Hotel will be the ultimate destination for business, leisure, and sporting travelers looking to immerse themselves into this one-of-a-kind unique experience, while staying just two miles away from all major entertainment venues that Arlington-TX has to offer. It is the perfect nature and sports getaway. Some of the additional features are :
• Nature and sports themed
• Toptracer™ golf driving range
• Puttek™ mini golf course
• Playsight™ SmartCourt tennis center
• Inner strength fitness & recovery
• Nature trails and observation deck
• Hike-Bike & kayaking at River Legacy Parks
• Conference, meeting space and boardrooms
• Signature Gastropub & Bar
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PLANS - 1A-B
SECTIONS AT BAR AND DRIVING RANGE
W W UP DN GENERAL FLOOR PLAN NOTES OF ANY DISCREPANCIES BETWEEN THE ANY WORK AND REQUEST CLARIFICATION. 2. REFER TO A8.00 FOR PARTITION TYPES REFER TO SHEET A15.00 FOR DOOR SCHEDULES, FRAMES AND DOOR TYPES 4. REFER TO G SERIES SHEETS FOR CODE REFERENCES, ACCESSIBILITY STANDARDS. REFER TO G 6. ALL DIMENSIONS ARE TO FACE OF STUD, MASONRY OR TO THE GRID LINE, UNLESS OTHERWISE. REFER TO STRUCTURAL FOR 7. ALL GRID LOCATIONS AND GRID DIMENSIONS WORK. EXTERIOR SHALL BE GALVANIZED ANDOTHERWISE. ENTIRE BUILDING PER NFPA 13. SYSTEM SPRINKLER CONTRACTOR. 10. ALL STRUCTURAL STEEL COLUMNS AND BE PROTECTED TO MEET A FIRE RATING ADJACENT PARTITIONS, WALLS, CEILINGS RESPONSIBILITY MATRIX TO ENSURE ALL FIXTURES, ACCESSORIES, AND EQUIPMENT. SPREAD, 2015 IFC, SECTION 803. 14. CAULK CONTINUOUSLY AT PERIMETER INSTALLED. BATH ACCESSORIES IN ALL BATHROOMS. 16. SIGNAGE IS OWNER PROVIDED. SIGNAGE BUILDING CODE REQUIREMENTS AND ANSI REQUIREMENTS FOR ACCESSIBILITY. SIGNAGE SHALL COMPLY WITH ICC/ANSI WITHIN THE STOREFRONT MULLION FRAME BOTTOM OF CHARACTERS AT 48 MIN. 1110.1 AND ICC/ANSI A117.1. MOUNT 19. PROVIDE STAINLESS STEEL CORNER GUARDS MAINTENANCE AND BACK-OF-HOUSE CORNERS IN BACK-OF-HOUSE WORK ROOMS REFERENCE SPECIFICATION SECTION 102600 BACK-OF-HOUSE AREAS ARE TO HAVE GUARDS AT PUBLIC AREAS TO BE PROVIDED 20. ALL WALL OUTLETS ON ELEVATIONS ARE CENTER LINE, UNLESS NOTED OTHERWISE. 21. ALL DEVICES ADJACENT TO WET AREAS PARAPETS, AND ROOF CONSTRUCTION (PRESSURE) AND FIRE RETARDANT-TREATED (FRTW). ONLY INTERIOR MISCELLANEOUSAND INTERIOR WOOD BLOCKING ADJACENT OR MASONRY SHALL BE PRESSURE TREATED. 23. WHERE MECHANICAL AND ELECTRICAL ACCESS DOORS AND FRAMES PER SPECIFICATIONS. 24. TYPICAL AT EXPOSED SIDES OF CONCRETEOVER 1 1/2" METAL STUDS AT 16" O.C. AND 25. ALL GYPSUM BD. FINISH FACES OF DIFFERING (i.e. 1/2" MTL. FURRING ADJACENT TO SHALL ALIGN. 26. REFER TO A9 SHEETS FOR ENLARGED GUESTROOM 27. FINAL ROOM NAMES AND SIGNAGE SHALL 4.0 5.0 6.0 8.0 7.0 9.0 E E B B A A C C D D 10.0 10.0 3.0 A.9 2.0 1.3 1.3 1.0 1.0 3.5 E.7 G F F 11.0 12.0 D.2 D.X D.5 BAR 135 MECHANICAL 136 ELECTRICAL 128 LINEN STOR. RISER/PUMP F.5 9.6 B.6 D.3 D.8 B.1 0.A A.1 9.4 A5.00 3.21 131 LINEN DISCHARGE 0.1 A3.02 A3.01 VESTIBULE 145 RESTAURANT 147 LOUNGE 1 145B 100A 146 129 100B 145C 130C 3 A5.01 3.30 9.7 9.13 132 132B 142 STOR. 144 KITCHEN2 101 LOBBY PREFUNCTION/CORR. 130A 133 EMPL. R.R. 132A 135 137 WOMENS R.R. 138 139A 137A 142 148BALL HOPPER 137DSF-02 SF-02 SF-02 SF-04 SF-09 SF-01* A6.01 SF-023------1-3--1 8--2-2----16'-5 1/4" 9'-1 1/4" 6'-6" 12'-0" 21'-9" 8'-6 1/4" 8'-6"---4-2----41 481'-8 1/2" 1/8" = 1'-0" 01 LEVEL -DIMENSION PLAN -SIDE A B D.X D.5 D.9 D.9 B.6 B.1 0.A A.1 3.29 3.29 3.30 3.31 3.31 9.14BALL GOLF BAYS TLT. 152 I.T./EQUIP SF-02-(i.e. 1/2" MTL. FURRING ADJACENT TO 3 5/8" METAL STUDS) 26. REFER TO A9 SHEETS FOR ENLARGED GUESTROOM BY OWNER PRIOR TO PURCHASE AND INSTALLATION. STAT TEX E OF AS D 26067 R EGISTERED ARCHITEC T HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE SHEET NAME 54 02240 49PM A1.01CBAYS GOLF RIVER DEC 18 2020 PROJECT 1301 ARLINGTON, 1/8" = 1'-0" 01 LEVEL -DIMENSION PLAN -GOLF BAYS #RevisionDate 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 20 O P O EHSS TUBE STEEL HSS STEEL COLUMN. REF A6.03 3 HSS STEEL COLUMN. REF STRUCTURE 1/4" SLOPE PER 12" MIN 28'-10" STEEL BEAM REF STRUCTURE HSS STEEL COLUMN. REF STRUCTURE01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" ROOF_LEVEL 50' - 2" 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10"-5151GR ROLL UP GARAGE DOOR SB MD SB RI ROOF ASSEMBLY: TPO MEMEBRANE OVER COVER BED ON 1 1/2" OF RIGID FOAM INSULATION ROLL UP GARAGE 4" FLOOR ASSEMBLY CONCRETE OVER METAL DECK. REF STRUCTURAL BEAM. REF STRUCTURAL GIS T AY HIN TYPE SIX DEVELOPMENT SERVICES, LLC ARLINGTON, TX 76010 TYPE-SIX GOLF CENTER OF ARLINGTON RIVER PARK HOTEL 1/4" = 1'-0" 1 BUILDING SECTION @ GOLF BAYS 3/8" = 1'-0" 3 WALL SECTION 12 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 10 50 O O F S E 1HSS TUBE STEEL HSS STEEL COLUMN. REF STRUCTURE A6.03 3 HSS STEEL COLUMN. REF STRUCTURE 1/4" SLOPE PER 12" MIN 28'-10" STEEL BEAM REF STRUCTURE HSS STEEL COLUMN. REF STRUCTURE02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" ROOF_LEVEL 50' - 2" 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10"21 10 150 1GR ROLL UP GARAGE DOOR SB MD SB RI ROOF ASSEMBLY: TPO MEMEBRANE OVER COVER BED ON 1 1/2" OF RIGID FOAM INSULATION ROLL UP GARAGE DOOR 4" FLOOR ASSEMBLY CONCRETE OVER METAL DECK. REF STRUCTURAL 6" SLAB WITH GRADE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, 300 E. ABRAM ST. #150 ARLINGTON, TX 76010 682.999.8154 TYPE-SIX SHEET NAME A6.03 SECTIONS @ DRIVING RANGE GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 1/4" = 1'-0" 1 BUILDING SECTION @ GOLF BAYS #RevisionDate
FLOOR
HOTEL
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4
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This experiential hotel incorporates a wide array of outdoor activities, including a driving range, putting green, swimming, tennis, padel (racquet) courts, 12 miles of trails and canoeing,” the developer’s website says. “The hotel will also offer full-service dining, gastro-pub, pro shop and more.
18" 4 A0.04 4' 8' 4' 5 831-1600 11 33'1 0006'-0" 23'-0" 10'-0" 5'-5" 5'-2" 5'-5" 8'-0" 33 A0.04 00 7 A0.04 PLANTING BED PLANTING BED PLANTING BED PLANTING BED PLANTING BED PLANTING BED PLANTING BED PLANTING BED PLANTING BED PLANTING BED PLANTING BED R @ 0'6" R @ 0' - 6" POOL SPA 31 3'-11" 90 3'-11" LAP POOL 90 01 LEVEL 0' - 0" 3 A0.040 0 1'-0" 360 A0.04 5 7 A0.04 01 LEVEL 0' - 0" 4 A0.04 2 A0.04 00 0 49" 3'-11" 9" 5'-5"1 4012" WIDE GRAVEL DRAINAGE FILL COMPACTED SUBGRADE REINFORCED CONCRETE METAL GRATE 4" PERFORATED PVC DRAINAGE PIPE, SLOPE TO NEAREST CATCH BASIN OR MANHOLE REINFORCED CONCRETE COPING 1'-0" 3'-4" 1'-0" RAILING/POOL FENCESPLIT FACE CONCRETE BLOCK 2" LAYERS OF COMPOSTING MULCH COMPOST: GROWING MEDIUM GRAVEL FOR DRAINAGE EXISTING COMPACTED SUBGRADE PERFORATED DRAINAGE PIPE WRAPPED IN DRAINAGE SLEEVE MEMBRANE DRAINAGE MEMBRANE ***SEE LANDSCAPE FOR PLANTING SCHEDULE PLANTER FOOTING. SEE STRUCTURAL6CONCRETE BLOCK CAP 01 LEVEL 0' - 0" 2 A5.01 2 A0.04 R @ 0' - 6" 30 28 01 LEVEL 0' - 0"INFINITY EDGE: FINISHED BY OTHERS UNDER SEPERATE PERMIT CONCRETE FLOOR, WALL. BY OTHERS UNDER SEPERATE PERMIT COMPACTED SUBGRADE POOL WALL STRUCTURE BY OTHERS UNDER SEPERATE PERMIT WATER COLLECTION DRAIN FOR INFINITY EDGE WATER RESERVOIR DRAIN GRATE 1'-0" 1'-10" 1'-0"1 STAT TEX E F O D 26067 R EGISTERED ARCH HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, 300 E. ABRAM ST. #150 ARLINGTON, TX 76010 682.999.8154 TYPE-SIX SHEET NAME 54/202240 A0.04 POOL PLAN AND DETAILS GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 1/8" = 1'-0" 1 POOL PLAN 1/4" = 1'-0" 2 SECTION 2 @POOL 1/4" = 1'-0" 3 SECTION 1 @ POOL 1" = 1'-0" 4 PLANTER AT POOL 1" = 1'-0" 5 POOL WALL SECTION 3/4" = 1'-0" 6 SECTION @ POOL PLANTER BOX 1/4" = 1'-0" 7 SECTION 3 @ POOL 1 1/2" = 1'-0" 8 POOL INFINITY EDGE #RevisionDate DN UP A4.01 A4.02 2 3.0 2.0 1.3 1.3 1.0 1.0 X1.0 X1.3 P 3.5 Q R T S V U L J K G H O W 108 GEN. MAN. 124 TOTAL: ±1900 SF LAP POOL 3.6 3.19 3.20 5 2 A5.00 A5.00 143 A4.01 A3.00 1 143 113A SAUNA -LOCKERS WOMENS LOCKER 123 CORR. 121A 122A 122D 124C 124A 124B M. RESTROOM 122A W SHOWERS M. SHOWER 124E X1.9 115 TREATMENT RM X3.5 X3.0 M N 123A 116 TREATMENT RM 109 OFFICE IT CLST. 107 106 DOS STOR. 112 MULTIPURPOSE 125 STOR. STOR. 102 103 JUICE BAR WORK SPACE S G S G 104 CORRIDOR 108 107 111 110 109 104 103 HEALTH/TREATMENT CENTER 113C 114 116 114 FITNESS STOR. FAMILY R.R. 119 POOL R.R. 118 CORR. 117 SAUNA VESTIBULE 124B M. SINK 122B W. SINK W. RESTROOM 125 126 118 113B GW GW GW GW GW 122G 124F 124G0 3 SF-04 SF-02 SF-03 SF-02 SF-02 SF-02 SF-02 SF-05 SF-05 SF-06 SF-02 ISF-01* ISF-02* A3.06 26'-2 3/4" 13'-0" 13'-0" 13'-0" 26'-0" 10'-4" 1'-10" 14'-4 1/2" 107 149 1/2 130 30 130 391 1/4 6510 30 541 3/4 10123'7" 103'4 3/4 83/ 11-0 24-0 -61/4 1-43/4 43-3 6. ALL DIMENSIONS OTHERWISE. VERIFIED WORK. EXTERIOR HIGH-PERFORMANCE OTHERWISE. 9. PROVIDE ENTIRE SPRINKLER 10. ALL STRUCTURAL INDIVIDUALLY ADJACENT FRAMING. 11. FURNITURE, COORDINATED ACCOUNTED 12. PROVIDE 13. FINISHES SPREAD, 14. CAULK WINDOW 15. REFER TO BATH ACCESSORIES 16. SIGNAGE BUILDING REQUIREMENTS 17. PROVIDE SIGNAGE STOREFRONT WITHIN BOTTOM FINISH 18. PROVIDE 1110.1 19. PROVIDE CORNERS PROVIDE CORNERS REFERENCE BACK-OF REFER TO 20. ALL WALL CENTER 21. ALL DEVICES NEC REQUIREMENTS. PARAPETS, (PRESSURE) (FRTW). SHALL BE AND INTERIOR 23. WHERE PARTS ARE RATED UNLESS OVER 1 CEILING. 25. ALL GYPSUM (i.e. 1 1/2" SHALL ALIGN. 26. REFER TO INFORMATION. 27. FINAL ROOM BY OWNER 1/8" = 1'-0" 1 01 LEVEL -DIMENSION PLAN -SIDE B
POOL DETAILS 6
HOTEL FLOOR PLANS - 1C
W W D D UP DN GENERAL FLOOR PLAN NOTES 1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 2. REFER TO A8.00 FOR PARTITION TYPES 3. REFER TO SHEET A15.00 FOR DOOR SCHEDULES, DOOR FRAMES AND DOOR TYPES 4. REFER TO G SERIES SHEETS FOR CODE REFERENCES, CODE COMPLIANCE PLANS, PENETRATION DETAILS AND ACCESSIBILITY INFORMATION. 5. PROVIDE ACCESSIBLE GUEST ROOMS PER THE TEXAS ACCESSIBILITY STANDARDS. REFER TO G SERIES SHEETS FOR ADDITIONAL INFORMATION. 6. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, MASONRY OR TO THE GRID LINE, UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL FOR SLAB DIMENSIONS. 7. ALL GRID LOCATIONS AND GRID DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 8. ALL MISCELLANEOUS SUPPORT STEEL EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED AND COATED WITH A HIGH-PERFORMANCE COATING, UNLESS NOTED OTHERWISE. 9. PROVIDE AUTOMATIC FIRE SUPPRESSION SYSTEM FOR ENTIRE BUILDING PER NFPA 13. SYSTEM SHALL BE UNDER SEPARATE PERMIT. COORDINATE WITH CERTIFIED FIRE SPRINKLER CONTRACTOR. 10. ALL STRUCTURAL STEEL COLUMNS AND BEAMS REQUIRED TO BE PROTECTED TO MEET A FIRE RATING SHALL BE INDIVIDUALLY PROTECTED PRIOR TO INSTALLATION OF ADJACENT PARTITIONS, WALLS, CEILINGS OR ROOF FRAMING. 11. FURNITURE, FIXTURES AND EQUIPMENT (FFE) ARE TO BE COORDINATED WITH OWNER. CONTRACTOR TO PROVIDE RESPONSIBILITY MATRIX TO ENSURE ALL ELEMENTS ARE ACCOUNTED FOR. 12. PROVIDE NECESSARY BLOCKING FOR SURFACE MOUNTED FIXTURES, ACCESSORIES, AND EQUIPMENT. 13. FINISHES SHALL MEET PROPER FLAME SPREAD AND SMOKE SPREAD, 2015 IFC, SECTION 803. 14. CAULK CONTINUOUSLY AT PERIMETER OF DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. 15. REFER TO MOUNTING HEIGHT SCHEDULE FOR TOILET AND BATH ACCESSORIES IN ALL BATHROOMS. 16. SIGNAGE IS OWNER PROVIDED. SIGNAGE SHALL MEET BUILDING CODE REQUIREMENTS AND ANSI A117.1 REQUIREMENTS FOR ACCESSIBILITY. 17. PROVIDE TACTILE EXIT SIGNS AT EXIT DOOR LOCATIONS. SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1. AT STOREFRONT LOCATION, PROVIDE TACTILE SIGN THAT FITS WITHIN THE STOREFRONT MULLION FRAME WIDTH. MOUNT BOTTOM OF CHARACTERS AT 48 MIN. AND 60 MAX. ABOVE FINISH FLOOR. 18. PROVIDE TACTILE SIGNAGE OUTSIDE THE TOILET ROOM PER 1110.1 AND ICC/ANSI A117.1. MOUNT BOTTOM OF CHARACTERS AT 48" MIN. AND 60" MAX ABOVE FLOOR. 19. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN, LAUNDRY ROOMS, STORAGE, MAINTENANCE AND BACK-OF-HOUSE CORRIDORS. PROVIDE PLASTIC CORNER GUARDS AT ALL OUTSIDE CORNERS IN BACK-OF-HOUSE WORK ROOMS AND OFFICES. REFERENCE SPECIFICATION SECTION 102600 FOR TYPES AND HEIGHTS OF CORNER GUARD. ALL OUTSIDE CORNERS AT BACK-OF-HOUSE AREAS ARE TO HAVE CORNER GUARDS. REFER TO INTERIOR DESIGN DRAWING FOR CORNER GUARDS AT PUBLIC AREAS TO BE PROVIDED BY GC. 20. ALL WALL OUTLETS ON ELEVATIONS ARE DIMENSIONED TO CENTER LINE, UNLESS NOTED OTHERWISE. 21. ALL DEVICES ADJACENT TO WET AREAS SHALL BE GFCI PER NEC REQUIREMENTS. 22. ALL WOOD BLOCKING AND PLYWOOD IN EXTERIOR WALLS, PARAPETS, AND ROOF CONSTRUCTION SHALL BE EXTERIOR (PRESSURE) AND FIRE RETARDANT-TREATED (FRTW). ALL INTERIOR PLYWOOD SHALL BE FIRE RETARDANT-TREATED (FRTW). ONLY INTERIOR MISCELLANEOUS WOOD BLOCKING SHALL BE ALLOWED TO BE NON FIRE-RETARDANT TREATED AND INTERIOR WOOD BLOCKING ADJACENT TO CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 23. WHERE MECHANICAL AND ELECTRICAL DEVICES AND PARTS ARE CONCEALED AND REQUIRE ACCESS, PROVIDE ACCESS DOORS AND FRAMES PER SPECIFICATIONS. FIRE RATED ASSEMBLIES SHALL BE MAINTAINED. 24. TYPICAL AT EXPOSED SIDES OF CONCRETE COLUMNS UNLESS OTHERWISE NOTED -PROVIDE 5/8" GYPSUM BOARD OVER 1/2" METAL STUDS AT 16" O.C. AND EXTEND ABOVE CEILING. 25. ALL GYPSUM BD. FINISH FACES OF DIFFERING SUBSTRATES (i.e. 1 1/2" MTL. FURRING ADJACENT TO 5/8" METAL STUDS) SHALL ALIGN. 26. REFER TO A9 SHEETS FOR ENLARGED GUESTROOM INFORMATION. 27. FINAL ROOM NAMES AND SIGNAGE SHALL BE CONFIRMED BY OWNER PRIOR TO PURCHASE AND INSTALLATION. A4.00 A4.02 A4.01 2 4.0 5.0 6.0 8.0 7.0 9.0 E E B B A A C C D D 10.0 10.0 3.0 A.9 2.0 1.3 1.3 1.0 1.0 3.5 E.7 G F F 11.0 12.0 D.2 D.X D.5 130 LAUNDRY 146 BAR 134 ENGINEER 135 MECHANICAL 136 ELECTRICAL 128 LINEN STOR. 129 RISER/PUMP F.5 9.6 B.6 D.3 D.8 B.1 0.A A.1 9.4 2 A5.00 A5.00 1 A5.01 3.21 131 LINEN DISCHARGE 0.1 2 A3.02 1 A3.01 1 140 STAIR #1 100 VESTIBULE 145 147 LOUNGE A3.00 1 145B 100A 146 129 100B 145A 145C 136 128 131 130C 130B 101A 3 3.30 9.7 9.13 132 BREAK ROOM 132B 142 STOR. 144 KITCHEN 12 101 LOBBY 127 ELEV. LOBBY 139 PREFUNCTION/CORR. 133 132A 135 134 137 WOMENS R.R. 138 139A 138A 139B 140 BOH 148 PRO SHOP 142 141 138B 137B 138C 137C 3'-0"BALL HOPPER 144B 138D 138E 137E 137D1 SF-01 SF-02 SF-02 SF-02 SF-02 SF-02 SF-02 SF-02 SF-07 SF-07 SF-08 SF-04 SF-05 SF-09 SF-10 SF-11 SF-08 SF-12 SF-12 SF-01* A6.01 SF-0242 1-3 1 35 18 4 1100 6/58-0042 1-3 13 318 4 1 812 100-223--6 0116'-5 1/4" 9'-1 1/4" 6'-6" 12'-0" 21'-9" 8'-6 1/4" 8'-6"60 46664-6 1-38840 314 42 45 1 10 81'-8 1/2" STAT TEX E F O AS D 26067 R EGISTERED ARCHITEC T HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 300 E. ABRAM ST. #150 ARLINGTON, TX 76010 682.999.8154 TYPE-SIX SHEET NAME 5/4/202240640PM A1.01A 01 DIMENSION PLAN - SIDE A GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 PROJECT # 20012 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 1/8" = 1'-0" 1 01 LEVEL -DIMENSION PLAN -SIDE A #RevisionDate DN GENERAL FLOOR PLAN NOTES OF ANY DISCREPANCIES ANY WORK AND REQUEST REFER TO SHEET A15.00 FOR REFER TO G SERIES SHEETS COMPLIANCE PLANS, PENETRATION 6. ALL DIMENSIONS ARE TO MASONRY OR TO THE GRID OTHERWISE. REFER TO STRUCTURAL 7. ALL GRID LOCATIONS AND VERIFIED BY CONTRACTOR WORK. 8. ALL MISCELLANEOUS SUPPORT EXTERIOR SHALL BE GALVANIZED HIGH-PERFORMANCE COATING, OTHERWISE. 9. PROVIDE AUTOMATIC FIRE ENTIRE BUILDING PER NFPA SEPARATE PERMIT. COORDINATE SPRINKLER CONTRACTOR. 10. ALL STRUCTURAL STEEL COLUMNS BE PROTECTED TO MEET INDIVIDUALLY PROTECTED ADJACENT PARTITIONS, FRAMING. 11. FURNITURE, FIXTURES AND COORDINATED WITH OWNER. RESPONSIBILITY MATRIX ACCOUNTED FOR. 12. PROVIDE NECESSARY BLOCKING FIXTURES, ACCESSORIES, 13. FINISHES SHALL MEET PROPER SPREAD, 2015 IFC, SECTION 14. CAULK CONTINUOUSLY WINDOW FRAMES. CAULK INSTALLED. 15. REFER TO MOUNTING HEIGHT BATH ACCESSORIES IN ALL 16. SIGNAGE IS OWNER PROVIDED. BUILDING CODE REQUIREMENTS REQUIREMENTS FOR ACCESSIBILITY. 17. PROVIDE TACTILE EXIT SIGNS SIGNAGE SHALL COMPLY STOREFRONT LOCATION, WITHIN THE STOREFRONT BOTTOM OF CHARACTERS FINISH FLOOR. 18. PROVIDE TACTILE SIGNAGE 1110.1 AND ICC/ANSI A117.1. CHARACTERS AT 48" MIN. 19. PROVIDE STAINLESS STEEL CORNERS IN KITCHEN, LAUNDRY MAINTENANCE AND BACK PROVIDE PLASTIC CORNER CORNERS IN BACK-OF-HOUSE REFERENCE SPECIFICATION HEIGHTS OF CORNER GUARD. BACK-OF-HOUSE AREAS REFER TO INTERIOR DESIGN GUARDS AT PUBLIC AREAS 20. ALL WALL OUTLETS ON ELEVATIONS CENTER LINE, UNLESS NOTED 21. ALL DEVICES ADJACENT NEC REQUIREMENTS. 22. ALL WOOD BLOCKING AND PARAPETS, AND ROOF CONSTRUCTION (PRESSURE) AND FIRE RETARDANT INTERIOR PLYWOOD SHALL (FRTW). ONLY INTERIOR SHALL BE ALLOWED TO BE AND INTERIOR WOOD BLOCKING OR MASONRY SHALL BE 23. WHERE MECHANICAL AND PARTS ARE CONCEALED ACCESS DOORS AND FRAMES RATED ASSEMBLIES SHALL 24. TYPICAL AT EXPOSED SIDES UNLESS OTHERWISE NOTED OVER 1/2" METAL STUDS CEILING. 25. ALL GYPSUM BD. FINISH (i.e. 1 1/2" MTL. FURRING SHALL ALIGN. 26. REFER TO A9 SHEETS FOR INFORMATION. 27. FINAL ROOM NAMES AND BY OWNER PRIOR TO PURCHASE 4.0 5.0 6.0 8.0 7.0 9.0 E E B B A C C D D 10.0 3.0 A.9 2.0 1.3 1.0 3.5 E.7 G F 11.0 12.0 D.2 D.5 223 01 KING 224 02 DQ INT 226 02 DQ INT 228 O2 DQ INT 01 KING 227 01 KING 01 KING 215 01 KING 02 DQ INT 222 02 DQ INT 221 ONE BEDROOM/BUNKSUITE 218 I.T./ELEC. 219 STOR. MEETING ROOM F.5 9.6 B.6 D.3 D.8 B.1 0.A A.1 3.17 9.4 A5.00 A5.00 1 A5.01 3.21 0.1 2 A5.01 A3.04 1 216 01 KING 217 ELEV. LOBBY 230 CORRIDOR 240 Room 241 CORR. 217B Room A9.01 1 240 241 230A 230B 743 219 217 218 217 3 A5.01 3.30A13.00 2 20'-3 3/4" 20'-3 3/4" 20'-3 3/4" 20'-3 3/4" 9.7 9.13 9.14 230C0 GW GW GW GW GW GW SF-13 SF-14 SF-15 SF-18 SF-19 SF-20 SF-20 SF-21 A9.13 4 16'-4 3/4" 9'-1 1/4" 6'-6" 5'-8" 5'-0" 1'-4" 21'-9" 10'-0"250 5015 0-950 1 1'-8 1/2" 10'-0" 3'-0" 10'-0" 3'-0" 10'-0" 5'-2" 10'-0" 3'-0" 10'-0" 3'-0" 10'-0" 2'-10" 81'-8 1/2" 32 06 648245 12 1/8" = 1'-0" 2 UPPER FLOOR 4.0 5.0 6.0 8.0 7.0 9.0 E E B B A A C C D D 10.0 3.0 A.9 2.0 1.3 1.0 X1.0 X1.0 X1.3 X1.3 P 3.5 Q R T S V U L J K E.7 G H F O 11.0 W D.2 D.2X D.2X D.5 ONE BEDROOM/BUNK 02 DQ INT 02 DQ 01 KING 01 KING 308 3.6 F.5 9.6 B.6 D.3 D.8 B.1 0.A A.1 3.17 9.4 3.19 3.20 3.21 0.1A4.01 X1.9 X1.9 X3.5 X3.5 X3.0 X3.0 M NGW 1'-12'12'12'4 12'12'12'12'10'4'3/4"3/4"1 125'5" 3-24------------81'-8 1/2" STAT TEX E OF AS D 2 7 R EGISTERED ARCHITEC T HAYES HINKL SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX TYPE-SIX / 0 1 P A1.03GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 PROJECT # 20012 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 #RevisionDate 4.0 5.0 6.0 8.0 7.0 9.0 E E B B A A C C D D 10.0 3.0 A.9 2.0 1.3 1.0 X1.0 X1.0 X1.3 X1.3 P 3.5 Q R T S V U L J K E.7 G H F O 11.0 W D.2 D.2X D.2X D.5 3.6 F.5 9.6 B.6 D.3 D.8 B.1 0.A 0.A A.1 A.1 3.17 9.4 3.19 3.20 A5.00 3.21 0.1-A9.00 02 DQ SUITE 430 I.T./ ELEC X1.9 X1.9 X3.5 X3.5 X3.0 X3.0 M N 9.14 GW-12'12'12'3 12'12'12'1043/4"3/ 1'125'---16'-4 3/4" 9'-1 1/4" 6'-6" 5'-8" 5'-0" 21'-3 1/2"----------04 LEVEL -DIMENSION PLAN HOTEL FLOOR PLANS - 3 HOTEL FLOOR PLANS - 4 HOTEL FLOOR PLANS - 1B HOTEL FLOOR PLANS - 2B 7
8
9
01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" ST- SU-1 MP-1 P.MP ST- WF-1 GL SUGL WFLOW PARAPET 54' - 2" TOWER 59' - 8" 4 A5.01 1 A5.00 2 A6.03 AF-1 112 11 50 A4.03 2 A4.04 3 A4.04 ST-1 MP-1 ST-1 GL MPGW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GL SU-1 A6.01 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" ? LOW PARAPET 54' - 2" TOWER 59' - 8" 4 A5.01 1 A5.00 A6.03 AF-1 SU-1 P.MP AF-1 ST-1 SU- AF-1 SU-2 ST-1 ST-1 AF-1 SU-1 ST-1 GL AF-1 LF4 A6.01 SU-1 STUCCO - "SW7042 SHOJI WHITE" MATERIAL CALLOUTS CORONADO - FRENCH LIMESTONE - FRENCH WHITE ST-1 SF STOREFRONT - KAWNEER - "DARK BRONZE #40" MP-1 MAC METALS - MS-1 MODULAR - SMOKY QUARTZ GL EXTERIOR WINDOWS: STOREFRONT WINDOW SYSTEM LOUVER FINISH - DARK BRONZE TO MATCH STOREFRONT LF-1 AF-1 ALUMINUM PARAPET FLASHING TO MATCH STOREFRONT SU-2 STUCCO - "SW7047 PORPOISE" MP-S ADDITIONAL NOTES: • ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT APPROVAL. • MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WITHT PLANO ZONING ORDINANCE UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR CONTRACTOR TO ENSURE METAL PANELS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET BRAND STANDARDS, FOR LOCATION ONLY • ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH SURROUNDING BUILDING FACADE. MAC METALS - MS-1 MODULAR - SMOKY QUARTZ ELEVATION KEYNOTES P.MP PERFORATED METAL PANELS - POWDER COATED TO MATCH MP-1 WF-1 STAINED WOOD FINISH - TBD ST R EGIS D. TYPE DEVELOPMENT 300 E. ABRAM ARLINGTON, 682.999.8154 TYPE-SIX BUILDING RIVER PARK HOTEL DEC 1/8" = 1'-0" 1 ELEVATION @ SOUTH 1/8" = 1'-0" 2 ELEVATION @ NORTH #RevisionDate 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 27' - 10" 04 LEVEL 39' - 0" 56' - 2" ROOF_LEVEL 50' - 2" SU- ST-1 SU- ST-1 ST- P.MP LOW PARAPET 54' - 2" TOWER 59' - 8" AF- AF-1 A5.01 LF-GLST- SU-WF01 LEVEL 0' - 0" 02 LEVEL03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPETROOF_LEVEL 50'-LOW PARAPET-A4.03 01 LEVEL 0' - 0" 02 LEVEL03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50'LOW PARAPETTOWER 59' - 8" MP- WF-1 ST- SU-1 WF-1 MP-1 A4.03 SU-CORONADO - FRENCH LIMESTONE - FRENCH WHITESF STOREFRONT - KAWNEER - "DARK BRONZE #40" MP- MAC METALS - MS- MODULAR - SMOKY QUARTZ GL EXTERIOR WINDOWS: STOREFRONT WINDOW SYSTEM -AF-1 ALUMINUM PARAPET FLASHING TO MATCH STOREFRONT -MPAPPROVAL. CONTRACTOR TO ENSURE METAL PANELS ARE INSTALLED IN SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET BRAND STANDARDS, FOR LOCATION ONLY SURROUNDING BUILDING FACADE. MAC METALS - MS- MODULAR - SMOKY QUARTZ P.MP -WF-1 STAINED WOOD FINISH - TBD EX CH KLE SHEET NUMBER ISSUE DATE ISSUED FOR ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC ARLINGTON, TX 76010 682.999.8154 TYPE-SIX SHEET NAME A4.01 BUILDING ELEVATIONS GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 PROJECT # 20012 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 1/8" = 1'-0" 1 ELEVATION @ WEST 2 ELEVATION @ SOUTHWEST 3 ELEVATION @ NORTH(2) #RevisionDate 01 LEVEL15' - 0" 03 LEVEL04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" LOW PARAPETTOWERAF 4SU-1 STUCCO - "SW7042 SHOJI WHITE" MATERIAL CALLOUTS - -"DARK BRONZE #40" - MAC METALS - MS- MODULAR - SMOKY QUARTZ GL EXTERIOR WINDOWS: STOREFRONT WINDOW SYSTEM LOUVER FINISH - DARK BRONZE TO MATCH STOREFRONT LF- ALUMINUM PARAPET FLASHING TO MATCH STOREFRONT -MPADDITIONAL NOTES: UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING CONTRACTOR TO ENSURE METAL PANELS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. BRAND STANDARDS, FOR LOCATION ONLY SURROUNDING BUILDING FACADE. MAC METALS - MS- MODULAR - SMOKY QUARTZ ELEVATION KEYNOTES POWDER COATED TO MATCH MP WF 1/8" = 1'-0" ELEVATION @ EAST(2) ELEVATION @ WEST(2) 0' - 0" 02 LEVEL 15' - 0" 27' - 10" 04 LEVELPARAPET 56' - 2" ROOF_LEVEL 50' - 2" - SU-2 - MP- ST-1 54' - 2" 59' - 8" A5.01 2 A5.01 - LF- - - WF-1 A5.01 A4.04 MP-01 LEVEL 0' - 0" 02 LEVEL03 LEVEL 27' - 10" 04 LEVEL 39' - 0" 56' - 2" ROOF_LEVEL 50'-LOW PARAPET 54' - 2" - - ST-1 WF- - - - --MATERIAL CALLOUTS - - ST-- - --SU-2 STUCCO - "SW7047 PORPOISE"ADDITIONAL NOTES: ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WITHT PLANO ZONING ORDINANCE COLOR ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH - -ELEVATION KEYNOTES --1/8" = 1'-0" 2 ELEVATION @ EAST(2) 1/8" = 1'-0" ELEVATION @ WEST(2) HOTEL ELEVATIONS HOTEL ELEVATIONS 10
01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" TOWER 59' - 8"3014'-4" 6'-7" 2'-10" 11'-0" 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" TOWER 59' - 8" 12'-7" 4'-2" 6'-4"19-01 LEVEL 0' - 0"64 6'-0" 1HOLLOW STEEL TUBE 2" 2" STAT TEX E OF AS D 26067 R EGISTERED ARCHITEC T HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 682.999.8154 TYPE-SIX SHEET NAME 5/420224: 142PM A4.03 ENLARGED BUILDING ELEVATIONS GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 PROJECT # 20012 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 3/8" = 1'-0" 1 DECORATIVE SCREEN @ GOLF ENTRANCE 3/8" = 1'-0" 2 DECORATIVE SCREEN @ FRONT ENTRANCE 1/2" = 1'-0" 3 ELEVATION @ SCREEN PANEL #RevisionDate 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" TOWER 59' - 8" 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" 7" 7" 7" 7" 7" 7" 7" 3'-10"201 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" TOWER 59' - 8" STAT TEX E OF AS D 26067 R EGISTERED ARCHITEC T HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 300 E. ABRAM ST. #150 ARLINGTON, TX 76010 TYPE-SIX SHEET NAME 5/4/02241 07PM A4.04 ENLARGED BUILDING ELEVATIONS GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 PROJECT # 20012 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 3/8" = 1'-0" 2 VERTICAL MEMBERS @ EXCERCISE ROOM 3/8" = 1'-0" 3 VERTICAL MEMEBERS @ FRONT ELEVATION 3/8" = 1'-0" 4 VERTICAL MEMEBERS @ RESTAURANT 3/8" = 1'-0" 1 DECORATIVE SCREEN @ FRONT ENTRANCE -SIDE #RevisionDate DECORATIVE WALL AND SCREEN ENLARGED ELEVATIONS DECORATIVE WALL AND SCREEN ENLARGED ELEVATIONS 11
01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" E B A C D A.9 E.7 ROOF_LEVEL 50' - 2" D.2 TOWER 59' - 8" 1 A5.00 A6.01 3 A6.01 225 01 KING 325 01 KING 226 02 DQ INT 326 02 DQ INT 341 CORR. 425 01 KING 426 02 DQ INT 241 CORR. LOBBY WOMENS R.R. MENS. R.R. 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" E B A C D E.7 ROOF_LEVEL 50' - 2" F D.X F.5 B.6 D.3 D.8 B.1 0.A A.1 A5.00 A6.03 A6.01 2 9.7 229 01 KING 329 01 KING 341 CORR. 429 01 KING 230 CORRIDOR PREFUNCTION/CORR. BOH A14.00 12 A13.00 Sim 4 A6.01 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" E B A C D ROOF_LEVEL 50' - 2" F F.5 B.6 D.3 D.8 B.1 0.A A.1 A5.00 334 01 KING 335 01 KING 232 MEETING ROOM 333 ONE BEDROOM -SUITEADA 332 ONE BEDROOM -SUITE 434 01 KING 435 01 KING 433 ONE BEDROOM -SUITE 432 ONE BEDROOM -SUITE 145 RESTAURANT 147 LOUNGE 4 A6.01 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" 4.0 3.0 2.0 1.3 1.0 3.5 ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" TOWER 59' - 8" 2 A5.00 A6.02 01 LEVEL 0' - 0" 02 LEVEL 15' - 0" 03 LEVEL 27' - 10" 04 LEVEL 39' - 0" PARAPET 56' - 2" X1.0 X1.3 ROOF_LEVEL 50' - 2" LOW PARAPET 54' - 2" TOWER 59' - 8" A5.00 1 X1.9 X3.5 X3.0 STAT TEX E F O AS D 26067 R EGISTERED ARCHITE HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, 300 E. ABRAM ST. #150 ARLINGTON, TX 76010 682.999.8154 TYPE-SIX SHEET NAME 54/2022412: A5.01 BUILDING SECTIONS GOLF CENTER OF ARLINGTON RIVER PARK HOTEL DEC 18 2020 1301 NE GREEN OAKS BLVD ARLINGTON, TEXAS 76006 1/8" = 1'-0" 1 TRANSVERSE @ MAIN 1 1/8" = 1'-0" 2 TRANSVERSE @ MAIN 2 1/8" = 1'-0" 3 TRANSVERSE @ MAIN 3 1/8" = 1'-0" 4 TRANSVERSE @ WING 1 1/8" = 1'-0" 5 TRANSVERSE @ WING 2 #RevisionDate HOTEL SECTIONS 12
MARRIOTT COURTYARD 13
STILLWATER, OK
5 STORY HOTEL LOCATED IN STILLWATER, OKLAHOMA AT THE INTERSECTION OF DUCK STREET & ELM STREET.
• PARENT BRAND: MARRIOTT
• HOTEL BRAND: COURTYARD HOTEL
• OVERAL HEIGHT: 68' - 0" HIGH,
• GENERAL SPACES : EVENT SPACE, FULL SERVICE RESTAURANT & BAR,POOL AND FITNESS AREA.
BUILDING(NON HIGHRISE): STRUCTURAL SLAB ON GRADE COLD FORMED METAL FRAMING
CONSTRUCTION TYPE = II-B FULLY SPRINKLED NFPA 13 OCCUPANCY = R1 HOTEL NON SEPERATED USES
14
FIRST FLOOR LIFE SAFETY PLAN - HOTEL & EVENT CENTER
58 124 MEETING ROOMS 811 SF ASSEMBLY ENG. 1/8" = 1'-0" 1 01 FIRST FLOOR_CODE REVIEW DN DN DN DN ON THE FLOOR. THE STRIPE SHALL BE CONSISTENT WITH THE DIMENSIONAL REQUIREMENTS FOR STEPS. 1025.2.6 DOORS WITHIN THE EXIT PATH. 1025.2.6.1 –EMERGENCY EXIT SYMBOL 1025.2.6.2 –DOOR HARDWARE MARKINGS 1025.2.6.3 –DOOR FRAME MARKINGS 1009 ACCESSIBLE MEANS OF EGRESS 1009.3 STAIRWAYS EXCEPTION 5 –AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.4 ELEVATORS EXCEPTION 2 –AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.10 DIRECTIONAL SIGNAGE INDICATING THE LOCATIONS OF OTHER MEANS OF EGRESS 2 –AT ELEVATOR LANDING 1013 –EXIT SIGNS 1013.1 EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. AT NO POINT SHALL AN EXIT SIGN BE MORE THAN 100 FEET DISTANT. EXIT SIGNS ARE NOT REQUIRED IN INDIVIDUAL SLEEPING UNITS OR DWELLING UNITS IN GROUP R-1 1013.2 LOW LEVEL EXIT SIGNS ARE REQUIRED IN R-1 OCCUPANCIES 10 TO 12 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE IGN. 1013.4 BRAILLE EXIT SIGNS SHALL BE PROVIDED ADJACEN TO EACH DOOR TO AN EXIT STAIRWAY, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. 3002.4 3007.6.5 3002.3 1 HR CONTINUOUS SHAFT 1 2 2 HR CONTINUOUS SHAFT OCCUPANCY ASSEMBLY BUSINESS KITCHEN ACCESSORY STORAGE 1265 1000 BALLROOM 865 SF KITCHEN STORAGE 307 SF MECH./ELEC. ACCESSORY 1007 OFFICE TOTAL 344 SF 1005 MEN TLT. TOTAL 64 SF STORAGE 3466 SF 1001 ASSEMBLY 1011 KITCHEN LOADING 1/8" = 1'-0" 1 01 FIRST FLOOR_CODE REVIEW -EVENT CENTER EXIT PATH 02 108'-11" EXIT PATH 03 128'-9" EXIT PATH 04 114'-5" LEVEL 02 EXIT PATH 05 115'-4" EXIT PATH 06 156'-2" LEVEL 03 EXIT PATH 07 156'-2" EXIT PATH 08 91'-3" LEVEL 04 EXIT PATH 09 156'-2" EXIT PATH 10 91'-3" LEVEL 05 EXIT PATH 11 156'-2" EXIT PATH 12 76'-6" DN UP DN UP EGRESS PLAN GENERAL NOTES 403.5.5 LUMINOUS EGRESS MARKINGS –STAIR EGRESS PATH MARKING WILL COMPLY WITH SECTION 1025 AS OUTLINES BELOW. 1025.2.1 STEPS A SOLID AND CONTINUOUS STRIPE (1 MIN. –2 MAX. WIDTH SHALL BE APPLIED TO THE HORIZONTAL LEADING EDGE OF EACH STEP AND SHALL EXTEND FOR THE FULL LENGTH OF THE TEP. 1025.2.2 LANDINGS THE LEADING EDGE OF LANDINGS SHALL BE MARKED WITH A STRIPE CONSISTENT WITH THE DIMENSIONAL REQUIREMENT FOR STEPS. 1025.2.3 HANDRAILS HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE MARKED WITH A SOLID AND CONTINUOUS STRIPE HAVING A MINIMUM WIDTH OF 1 INCH. THE STRIPE SHALL BE PLACED ON THE TOP SURFACE OF THE HANDRAIL FOR THE ENTIRE LENGTH OF THE HANDRAIL, INCLUDING EXTENSIONS. WHERE HANDRAILS OR HANDRAIL EXTENSIONS BEND OR TURN CORNERS, THE STRIPE SHALL NOT HAVE A GAP OF MORE THAN 4 INCHES. 1025.2.4 PERIMETER DEMARCATION LINES. STAIR LANDINGS AND OTHER AREAS WITHIN INTERIOR EXIT STAIRWAY WITH THE EXCEPTION OF THE SIDES OF STEPS, SHALL BE PROVIDED WITH SOLID AND CONTINUOUS DEMARCATION LINES ON THE FLOOR. THE STRIPE SHALL BE CONSISTENT WITH HE DIMENSIONAL REQUIREMENTS FOR STEPS. 1025.2.6 DOORS WITHIN THE EXIT PATH. 1025.2.6.1 –EMERGENCY EXIT SYMBOL 1025.2.6.2 –DOOR HARDWARE MARKINGS 1025.2.6.3 –DOOR FRAME MARKINGS 1009 ACCESSIBLE MEANS OF EGRESS 1009.3 STAIRWAYS EXCEPTION 5 –AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.4 ELEVATORS EXCEPTION 2 –AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.10 DIRECTIONAL SIGNAGE INDICATING THE LOCATIONS OF OTHER MEANS OF EGRESS 2 –AT ELEVATOR LANDING 1013 –EXIT SIGNS 1013.1 EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. AT NO POINT SHALL AN EXIT SIGN BE MORE THAN 100 FEET DISTANT. EXIT SIGNS ARE NOT REQUIRED IN INDIVIDUAL SLEEPING UNITS OR DWELLING UNITS IN GROUP R1013.2 LOW LEVEL EXIT SIGNS ARE REQUIRED IN R-1 OCCUPANCIES 10 TO 12 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE IGN. 1013.4 BRAILLE EXIT SIGNS SHALL BE PROVIDED ADJACEN TO EACH DOOR TO AN EXIT STAIRWAY, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 –SPRINKLERED A AND R OCCUPANCIES –250 FEET MAX. 1020.4 DEAD END CORRIDORS SPRINKLERED ASSEMBLY GROUP -20 FEET MAX SPRINKLERED B AND R-1 GROUPS -50 FEET MAX 1023 INTERIOR EXIT STAIRWAYS AND RAMPS 1023.9 –IDENTIFICATION SIGNS (FLOOR LEVEL, TERMINUS OF TOP AND BOTTOM, ID OF STAIRWAY, STORY OF EXIT DISCHARGE, AVAILABILITY OF ROOF ACCESS) SHALL BE PROVIDED AT EACH FLOOR LANDING. SIGNS SHALL BE LOCATED 5 FEET ABOVE FLOOR LANDING IN POSITION THAT IS READILY VISIBLE WHEN DOORS ARE IN CLOSED OR OPEN POSITION. REFERENCE CODE SECTION FOR MORE DETAILS. 1023.10 –AT LANDINGS IN INTERIOR EXIT STAIRWAYS WHERE TWO OR MORE DOORS LEAD TO THE FLOOR LEVEL, ANY DOOR WITH DIRECT ACCESS TO AN ENCLOSED ELEVATOR LOBBY SHALL BE IDENTIFIED BY SIGNAGE LOCATED ON THE DOOR OR DIRECTLY ADJACENT TO THE DOOR STATING ELEVATOR LOBBY. 1111 SIGNAGE (ACCESSIBLE) 1111.1 REQUIRE ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILET OR BATHING ROOMS ARE CLUSTERED AT A SINGLE LOCATION. FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS 1111.2 DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS AT EACH SEPARATE-SEX TOILET AND BATHING ROOM INDICATING THE LOCATION OF THE NEAREST FAMILY/ASSISTED USE TOILET OR BATHING ROOM WHERE PROVIDED IN ACCORDANCE WITH SECTION 1109.2.1. 1111.3 OTHER SIGNS AT TWO-WAY COMMUNICATION SYSTEMS, IN ACCORDANCE WITH SECTION 1009.8.2 3002.4 –ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER PROVIDE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE) AT EACH FIRE SERVICE ACCESS ELEVATOR 3007.6.5 –FIRE SERVICE ACCESS ELEVATOR SYMBOL INSTALLED ON EACH SIDE OF THE HOIST-WAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE FIRE SERVICE ACCESS ELEVATOR LOBBY. 3002.3 –EMERGENCY SIGNS (ELEVATOR LOBBY) PICTORIAL SIGN OF STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL STATION ON ALL FLOORS. IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS. DRAWING LEGEND 1 HR CONTINUOUS SHAFT 1 2 2 HR CONTINUOUS SHAFT KEYED NOTES CORRIDOR AREA PER IECC SECTION 502.4.6 EXCEPTION 4 CORRIDOR AREA LEGEND 1 HR RATED WALL 2 HR RATED WALL OCCUPANCY RESIDENTIAL ASSEMBLY STORAGE 323 SF 429 LINEN STOR. STORAGE ELEC./ 404 SF 434 01 DQ ADA RESIDENTIAL 435 01 DQ 257 SF 432 01 KING RESIDENTIAL 229 SF 430 01 KING RESIDENTIAL 230 SF 428 01 KING RESIDENTIAL 231 SF 426 01 KING RESIDENTIAL 229 SF 424 01 KING RESIDENTIAL 230 SF 422 01 KING RESIDENTIAL 231 SF 420 01 KING RESIDENTIAL 230 SF 418 01 KING RESIDENTIAL 230 SF 416 01 KING RESIDENTIAL 230 SF 414 01 KING RESIDENTIAL 624 SF 410 KING SUITE RESIDENTIAL 01 DQ 1 351 SF 401 01 DQ RESIDENTIAL 349 SF 403 01 DQ RESIDENTIAL 349 SF 409 01 DQ RESIDENTIAL ELEV. LOBBY STOR. STAIR #2 ICE F.E. F.E. F.E. F.E. STAIR #1 OCCUPANCY LOADS_LEVEL 04 NAMENUMBEROCCUPANCY AREAOCCUPANCY LOAD 04 LEVEL 01 KING 400RESIDENTIAL 230 SF 1 01 DQ 401RESIDENTIAL 351 SF 2 01 KING 402RESIDENTIAL 230 SF 1 01 DQ 403RESIDENTIAL 349 SF 2 01 KING ADA405RESIDENTIAL 380 SF 2 01 KING 406RESIDENTIAL 230 SF 1 01 DQ 407RESIDENTIAL 349 SF 01 DQ 408RESIDENTIAL 349 SF 2 01 DQ 409RESIDENTIAL 349 SF 2 KING SUITE 410RESIDENTIAL 624 SF 3 01 DQ 411RESIDENTIAL 349 SF 2 01 KING 413RESIDENTIAL 229 SF 1 01 KING 414RESIDENTIAL 230 SF 1 01 KING 415RESIDENTIAL 230 SF 1 01 KING 416RESIDENTIAL 230 SF 1 01 KING 417RESIDENTIAL 230 SF 1 01 KING 418RESIDENTIAL 230 SF 1 01 KING 419RESIDENTIAL 231 SF 1 01 KING 420RESIDENTIAL 231 SF 1 01 KING 421RESIDENTIAL 230 SF 1 01 KING 422RESIDENTIAL 230 SF 1 01 KING 423RESIDENTIAL 230 SF 1 01 KING 424RESIDENTIAL 229 SF 01 KING 426RESIDENTIAL 231 SF 1 01 KING 428RESIDENTIAL 230 SF 1 01 KING 432RESIDENTIAL 257 SF 1 01 DQ 433RESIDENTIAL 346 SF 2 01 DQ ADA 01 DQ 435RESIDENTIAL 377 SF 2 01 DQ 436RESIDENTIAL 375 SF 2 Grand total 46 1/8" = 1'-0" 1 04 FOURTH FLOOR_CODE REVIEW TRAVEL DISTANCE PATHS PATH LENGTH EXIT PATH 01 134'-3" EXIT PATH 02 108'-11" EXIT PATH 04 114'-5" LEVEL 02 EXIT PATH 05 115'-4" EXIT PATH 06 156'-2" LEVEL 03 EXIT PATH 07 156'-2" EXIT PATH 08 91'-3" LEVEL 04 EXIT PATH 09 156'-2" EXIT PATH 10 91'-3" LEVEL 05 EXIT PATH 11 156'-2" EXIT PATH 12 76'-6"
LIFE SAFETY PLAN - HOTEL 15
UP DN DN DN UP EGRESS PLAN GENERAL NOTES 403.5.5 LUMINOUS EGRESS MARKINGS –STAIR EGRESS PATH MARKING WILL COMPLY WITH SECTION 1025 AS OUTLINES BELOW. 1025.2.1 STEPS A SOLID AND CONTINUOUS STRIPE (1 MIN. –2 MAX. WIDTH SHALL BE APPLIED TO THE HORIZONTAL LEADING EDGE OF EACH STEP AND SHALL EXTEND FOR THE FULL LENGTH OF THE STEP. 1025.2.2 LANDINGS THE LEADING EDGE OF LANDINGS SHALL BE MARKED WITH A STRIPE CONSISTENT WITH THE DIMENSIONAL REQUIREMENT FOR STEPS. 1025.2.3 HANDRAILS HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE MARKED WITH A SOLID AND CONTINUOUS STRIPE HAVING A MINIMUM WIDTH OF 1 INCH. THE STRIPE SHALL BE PLACED ON THE TOP SURFACE OF THE HANDRAIL FOR THE ENTIRE LENGTH OF THE HANDRAIL, INCLUDING EXTENSIONS. WHERE HANDRAILS OR HANDRAIL EXTENSIONS BEND OR TURN CORNERS, THE STRIPE SHALL NOT HAVE A GAP OF MORE THAN 4 INCHES. 1025.2.4 PERIMETER DEMARCATION LINES. STAIR LANDINGS AND OTHER AREAS WITHIN INTERIOR EXIT STAIRWAY WITH THE EXCEPTION OF THE SIDES OF STEPS, SHALL BE PROVIDED WITH SOLID AND CONTINUOUS DEMARCATION LINE ON THE FLOOR. THE STRIPE SHALL BE CONSISTENT WITH THE DIMENSIONAL REQUIREMENTS FOR STEPS. 1025.2.6 DOORS WITHIN THE EXIT PATH. 1025.2.6.1 –EMERGENCY EXIT SYMBOL 1025.2.6.2 –DOOR HARDWARE MARKINGS 1025.2.6.3 –DOOR FRAME MARKINGS 1009 ACCESSIBLE MEANS OF EGRESS 1009.3 STAIRWAYS EXCEPTION 5 –AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.4 ELEVATORS EXCEPTION 2 –AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.10 DIRECTIONAL SIGNAGE INDICATING THE LOCATION OF OTHER MEANS OF EGRESS 2 –AT ELEVATOR LANDING 1013 –EXIT SIGNS 1013.1 EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. AT NO POINT SHALL AN EXIT SIGN BE MORE THAN 100 FEET DISTANT. EXIT SIGNS ARE NOT REQUIRED IN INDIVIDUAL SLEEPING UNITS OR DWELLING UNITS IN GROUP R-1 1013.2 LOW LEVEL EXIT SIGNS ARE REQUIRED IN R-1 OCCUPANCIES 10 TO 12 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE SIGN. 1013.4 BRAILLE EXIT SIGNS SHALL BE PROVIDED ADJACENT TO EACH DOOR TO AN EXIT STAIRWAY, AN EXIT PASSAGEWAY AND TH EXIT DISCHARGE. 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 –SPRINKLERED A AND R OCCUPANCIES –250 FEET MAX. 1020.4 DEAD END CORRIDORS SPRINKLERED ASSEMBLY GROUP -20 FEET MAX SPRINKLERED B AND R-1 GROUPS -50 FEET MAX 1023 INTERIOR EXIT STAIRWAYS AND RAMPS 1023.9 –IDENTIFICATION SIGNS (FLOOR LEVEL, TERMINUS OF TOP AND BOTTOM, ID OF STAIRWAY, STORY OF EXIT DISCHARGE, AVAILABILITY OF ROOF ACCESS) SHALL BE PROVIDED AT EACH FLOOR LANDING. SIGNS SHALL BE LOCATED 5 FEET ABOVE FLOOR LANDING IN POSITION THAT IS READILY VISIBLE WHEN DOORS ARE IN CLOSED OR OPEN POSITION. REFERENCE CODE SECTION FOR MORE DETAILS. 1023.10 –AT LANDINGS IN INTERIOR EXIT STAIRWAYS WHERE TWO OR MORE DOORS LEAD TO THE FLOOR LEVEL, ANY DOOR WITH DIRECT ACCESS TO AN ENCLOSED ELEVATOR LOBBY SHALL BE IDENTIFIED BY SIGNAGE LOCATED ON THE DOOR OR DIRECTLY ADJACENT TO THE DOOR STATING ELEVATOR LOBBY. 1111 SIGNAGE (ACCESSIBLE) 1111.1 REQUIRE ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILET OR BATHING ROOMS ARE CLUSTERED AT A SINGLE LOCATION. FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS 1111.2 DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS AT EACH SEPARATE-SEX TOILET AND BATHING ROOM INDICATING THE LOCATION OF THE NEAREST FAMILY/ASSISTED USE TOILET OR BATHING ROOM WHERE PROVIDED IN ACCORDANCE WITH SECTION 1109.2.1. 1111.3 OTHER SIGNS AT TWO-WAY COMMUNICATION SYSTEMS, IN ACCORDANCE WITH SECTION 1009.8.2 3002.4 –ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER PROVIDE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE) AT EACH FIRE SERVICE ACCESS ELEVATOR 3007.6.5 –FIRE SERVICE ACCESS ELEVATOR SYMBOL INSTALLED ON EACH SIDE OF THE HOIST-WAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE FIRE SERVICE ACCESS ELEVATOR LOBBY. 3002.3 –EMERGENCY SIGNS (ELEVATOR LOBBY) PICTORIAL SIGN OF STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL STATION ON ALL FLOORS. IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS. OCCUPANCY ASSEMBLY EXERCISE BUSINESS KITCHEN ACCESSORY SUPPORT STORAGE G158 Room 245 SF ACCESSORY 1251 SF 115 EXERCISE 325 SF ASSEMBLY 762 SF ASSEMBLY 69 134 BAR/BISTRO 661 SF KITCHEN 140 101 LOBBY 103 CHECK-IN 125 SF BUSINESS 111 OFFICE 123 SF BUSINESS AREA OCC. 457 SF 109 WORKSPACE BUSINESS 86 SF STORAGE 1 I.T. STOR. JAN. 130 SF ASSEMBLY 72 204 SF ACCESSORY AREA OCC. OCCUPANCY 167 SF 11 127 ELEV. LOBBY ASSEMBLY DRY STOR. ALC. STOR. 343 SF STORAGE MECH. 15 119 BREAKROOM 1 120 OFFICE TOTAL OCC. 106 SF 116 GUEST LAUNDRY ACCESSORY 184 SF STORAGE VESTIBULE VESTIBULE DRAWING LEGEND 1 HR CONTINUOUS SHAFT 1 2 2 HR CONTINUOUS SHAFT KEYED NOTES CORRIDOR AREA PER IECC SECTION 502.4.6 EXCEPTION 4 CORRIDOR AREA LEGEND 1 HR RATED WALL 2 HR RATED WALL SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 920 S. MAIN STREET #150 GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE -26067 1/10/202331316PM G2.01 EGRESS PLANS AND OCCUPANCY HK DEVELOPMENT COURTYARD HOTEL 22 DEC 2022 PROJECT # 21033 S. DUCK STREET STILLWATER, OK 7474 OCCUPANCY LEVEL_LEVEL 01 HOTEL NAME NUMBERAREA OCCUPANCY OCCUPANCY LOAD 01 LEVEL_HOTEL LOBBY 101 2096 SFASSEMBLY 140 CHECK-IN 103 95 SFASSEMBLY 6 MARKET 104 130 SFASSEMBLY 3 I.T. 107 98 SFBUSINESS 1 WORKSPACE 109 457 SFBUSINESS 3 OFFICE 110 125 SFBUSINESS 1 OFFICE 111 123 SFBUSINESS 1 OFFICE 112 123 SFBUSINESS 1 MENS 113 204 SFACCESSORY 5 WOMENS 114 245 SFACCESSORY 5 EXERCISE ROOM 115 1251 SFEXERCISE 25 GUEST LAUNDRY 116 106 SFACCESSORY 1 ELEC. 117 343 SFSTORAGE 1 MECH. 118 279 SFSTORAGE 1 BREAKROOM 119 222 SFASSEMBLY 15 ENG. OFFICE 120 146 SFBUSINESS 1 MEETING ROOMS 123 811 SFASSEMBLY 54 MEETING ROOMS 124 866 SFASSEMBLY 58 LOUNGE AND CONTINENTAL F&B 126 762 SFASSEMBLY 51 ELEV. LOBBY 127 167 SFASSEMBLY 11 KITCHEN 132 661 SFKITCHEN 3 WALK-IN 133 184 SFSTORAGE 1 BAR/BISTRO 134 1039 SFASSEMBLY 69 COLLAB 135 325 SFASSEMBLY 22 DINING 136 1087 SFASSEMBLY 72 Grand total 551 #RevisionDate TRAVEL DISTANCE PATHS PATH LENGTH LEVEL 01 EXIT PATH 01 134'-3" EXIT PATH 02 108'-11" EXIT PATH 03 128'-9" EXIT PATH 04 114'-5" LEVEL 02 EXIT PATH 05 115'-4" EXIT PATH 06 156'-2" LEVEL 03 EXIT PATH 07 156'-2" EXIT PATH 08 91'-3" LEVEL 04 EXIT PATH 09 156'-2" EXIT PATH 10 91'-3" LEVEL 05 EXIT PATH 11 156'-2" EXIT PATH 12 76'-6" SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 920 S. MAIN STREET #150 GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE -26067 1/10/202331347PM G2.04 EGRESS PLANS AND OCCUPANCY HK DEVELOPMENT COURTYARD HOTEL 22 DEC 2022 PROJECT # 21033 S. DUCK STREET STILLWATER, OK 7474 #RevisionDate DN DN UP EGRESS PLAN GENERAL NOTES 403.5.5 LUMINOUS EGRESS MARKINGS –STAIR EGRESS PATH MARKING WILL COMPLY WITH SECTION 1025 AS OUTLINES BELOW. 1025.2.1 STEPS A SOLID AND CONTINUOUS STRIPE (1 MIN. –2 MAX. WIDTH SHALL BE APPLIED TO THE HORIZONTAL LEADING EDGE OF EACH STEP AND SHALL EXTEND FOR THE FULL LENGTH OF THE TEP. 1025.2.2 LANDINGS THE LEADING EDGE OF LANDINGS SHALL BE MARKED WITH A STRIPE CONSISTENT WITH THE DIMENSIONAL REQUIREMENT FOR STEPS. 1025.2.3 HANDRAILS HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE MARKED WITH A SOLID AND CONTINUOUS STRIPE HAVING A MINIMUM WIDTH OF 1 INCH. THE STRIPE SHALL BE PLACED ON THE TOP SURFACE OF THE HANDRAIL FOR THE ENTIRE LENGTH OF THE HANDRAIL, INCLUDING EXTENSIONS. WHERE HANDRAILS OR HANDRAIL EXTENSIONS BEND OR TURN CORNERS, THE STRIP SHALL NOT HAVE A GAP OF MORE THAN 4 INCHES. 1025.2.4 PERIMETER DEMARCATION LINES. STAIR LANDINGS AND OTHER AREAS WITHIN INTERIOR EXIT STAIRWAY WITH THE EXCEPTION OF THE SIDES OF STEPS, SHALL BE PROVIDED WITH SOLID AND CONTINUOUS DEMARCATION LINES ON THE FLOOR. THE STRIPE SHALL BE CONSISTENT WITH HE DIMENSIONAL REQUIREMENTS FOR STEPS. 1025.2.6 DOORS WITHIN THE EXIT PATH. 1025.2.6.1 –EMERGENCY EXIT SYMBOL 1025.2.6.2 –DOOR HARDWARE MARKINGS 1025.2.6.3 –DOOR FRAME MARKINGS 1009 ACCESSIBLE MEANS OF EGRESS 1009.3 STAIRWAYS EXCEPTION 5 –AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.4 ELEVATORS EXCEPTION 2 –AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. 1009.10 DIRECTIONAL SIGNAGE INDICATING THE LOCATIONS OF OTHER MEANS OF EGRESS 2 –AT ELEVATOR LANDING 1013 –EXIT SIGNS 1013.1 EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. AT NO POINT SHALL AN EXIT SIGN BE MORE THAN 100 FEET DISTANT. EXIT SIGNS ARE NOT REQUIRED IN INDIVIDUAL SLEEPING UNITS OR DWELLING UNITS IN GROUP R-1 1013.2 LOW LEVEL EXIT SIGNS ARE REQUIRED IN R-1 OCCUPANCIES 10 TO 12 INCHES ABOVE THE FLOOR TO THE BOTTOM OF THE SIGN. 1013.4 BRAILLE EXIT SIGNS SHALL BE PROVIDED ADJACEN TO EACH DOOR TO AN EXIT STAIRWAY, AN EXIT PASSAGEWAY AND THE EXIT DISCHARGE. 1017 EXIT ACCESS TRAVEL DISTANCE TABLE 1017.2 –SPRINKLERED A AND R OCCUPANCIES –250 FEET MAX. 1020.4 DEAD END CORRIDORS SPRINKLERED ASSEMBLY GROUP -20 FEET MAX SPRINKLERED B AND R-1 GROUPS -50 FEET MAX 1023 INTERIOR EXIT STAIRWAYS AND RAMPS 1023.9 –IDENTIFICATION SIGNS (FLOOR LEVEL, TERMINUS OF TOP AND BOTTOM, ID OF STAIRWAY, STORY OF EXIT DISCHARGE, AVAILABILITY OF ROOF ACCESS) SHALL BE PROVIDED AT EACH FLOOR LANDING. SIGNS SHALL BE LOCATED 5 FEET ABOVE FLOOR LANDING IN POSITION THAT IS READILY VISIBLE WHEN DOORS ARE IN CLOSED OR OPEN POSITION. REFERENCE CODE SECTION FOR MORE DETAILS. 1023.10 –AT LANDINGS IN INTERIOR EXIT STAIRWAYS WHERE TWO OR MORE DOORS LEAD TO THE FLOOR LEVEL, ANY DOOR WITH DIRECT ACCESS TO AN ENCLOSED ELEVATOR LOBBY SHALL BE IDENT SIGNAGE LOCATED ON THE DOOR OR DIRECTLY ADJACENT TO THE DOOR STATING ELEVATOR LOBBY. 1111 SIGNAGE (ACCESSIBLE) 1111.1 REQUIRE ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILET OR BATHING ROOMS ARE CLUSTERED AT A SINGLE LOCATION. FAMILY OR ASSISTED-USE TOILET AND BATHING ROOMS 1111.2 DIRECTIONAL SIGNAGE SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS AT EACH SEPARATE-SEX TOILET AND BATHING ROOM INDICATING THE LOCATION OF THE NEAREST FAMILY/ASSISTED USE TOILET OR BATHING ROOM WHERE PROVIDED IN ACCORDANCE WITH SECTION 1109.2.1. 1111.3 OTHER SIGNS AT TWO-WAY COMMUNICATION SYSTEMS, IN ACCORDANCE WITH SECTION 1009.8.2 3002.4 –ELEVATOR CAR TO ACCOMMODATE AMBULANCE STRETCHER PROVIDE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES (STAR OF LIFE) AT EACH FIRE SERVICE ACCESS ELEVATOR 3007.6.5 –FIRE SERVICE ACCESS ELEVATOR SYMBOL INSTALLED ON EACH SIDE OF THE HOIST-WAY DOOR FRAME ON THE PORTION OF THE FRAME AT RIGHT ANGLES TO THE FIRE SERVICE ACCESS ELEVATOR LOBBY. 3002.3 –EMERGENCY SIGNS (ELEVATOR LOBBY) PICTORIAL SIGN OF STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL STATION ON ALL FLOORS. IN CASE OF FIRE, ELEVATORS ARE OUT OF SERVICE. USE EXIT STAIRS. DRAWING LEGEND 1 HR CONTINUOUS SHAFT 1 2 2 HR CONTINUOUS SHAFT KEYED NOTES CORRIDOR AREA PER IECC SECTION 502.4.6 EXCEPTION 4 CORRIDOR AREA LEGEND 1 HR RATED WALL 2 HR RATED WALL OCCUPANCY RESIDENTIAL ASSEMBLY KITCHEN STORAGE 1 01 KING 01 KING 01 KING 01 KING 01 KING 01 KING 01 KING 01 KING 01 KING 01 KING 627 SF 510 KING SUITE RESIDENTIAL 2 351 SF 501 01 DQ RESIDENTIAL 349 SF 503 01 DQ RESIDENTIAL 482 SF 505 01 DQ RESIDENTIAL 349 SF 507 01 DQ RESIDENTIAL 349 SF 509 01 DQ RESIDENTIAL 349 SF 511 01 DQ RESIDENTIAL STOR. STAIR #1 STAIR #2 50 ICE 1004 SF ASSEMBLY 97 SF 533 STORAGE 147 SF 535 WARM UP KITCHEN KITCHEN 117 SF 536 BAR ASSEMBLY LOUNGE LOBBY F.E. F.E. F.E. F.E. SHEET ISSUE ISSUED PERMIT ARCHITECT D. HAYES TYPE SIX DEVELOPMENT 920 S. MAIN GRAPEVINE, 972.677.9075 TYPE-SIX THIS INCOMPLETE NOT REGULATORY CONSTRUCTION. D. HAYES G2.05 EGRESS COURTYARD HOTEL 22 OCCUPANCY LOADS_LEVEL 05 NAMENUMBEROCCUPANCY AREAOCCUPANCY LOAD 05 LEVEL 01 KING 500RESIDENTIAL 230 SF 01 DQ 501RESIDENTIAL 351 SF 01 KING 502RESIDENTIAL 230 SF 01 DQ 503RESIDENTIAL 349 SF 01 KING 504RESIDENTIAL 230 SF 01 DQ 505RESIDENTIAL 482 SF 01 KING 506RESIDENTIAL 230 SF 01 DQ 507RESIDENTIAL 349 SF 01 DQ 508RESIDENTIAL 349 SF 01 DQ 509RESIDENTIAL 349 SF KING SUITE 510RESIDENTIAL 627 SF 01 DQ 511RESIDENTIAL 349 SF 01 KING 513RESIDENTIAL 229 SF 01 KING 514RESIDENTIAL 230 SF 01 KING 516RESIDENTIAL 230 SF 01 KING 517RESIDENTIAL 230 SF 01 KING 518RESIDENTIAL 230 SF 01 KING 519RESIDENTIAL 231 SF 01 KING 520RESIDENTIAL 231 SF 01 KING 521RESIDENTIAL 230 SF 01 KING 522RESIDENTIAL 230 SF 01 KING 523RESIDENTIAL 230 SF 01 KING 524RESIDENTIAL 229 SF 01 KING 526RESIDENTIAL 231 SF 01 KING 528RESIDENTIAL 230 SF 01 KING 530RESIDENTIAL 229 SF 01 KING 532RESIDENTIAL 257 SF LOUNGE 537ASSEMBLY 1004 SF 67 PATIO 538ASSEMBLY 636 SF 42 Grand total 148 #RevisionDate 1/8" = 1'-0" 1 05 FIFTH FLOOR_CODE REVIEW TRAVEL DISTANCE PATHS PATH LENGTH LEVEL 01 EXIT PATH 01 134'-3" EXIT PATH 02 108'-11" EXIT PATH 03 128'-9" EXIT PATH 04 114'-5" LEVEL 02 EXIT PATH 05 115'-4" EXIT PATH 06 156'-2" LEVEL 03 EXIT PATH 07 156'-2" EXIT PATH 08 91'-3" LEVEL 04 EXIT PATH 10 91'-3" LEVEL 05 EXIT PATH 12 76'-6" LIFE SAFETY PLAN - HOTEL 16
9.22 9.22 9.46 9.46 9.48 9.57 9.78 9.92 124 MEETING ROOMS 123 MEETING ROOMS 2 A5.00 1 A5.00 A13.01 1 123B A3.00 3 1'-6" 12'-0" 9.123 9.124 RAMP LANDING 6" 1'-6" 6" 11'-0" 6" 1'-6" 6" 11'-0" 6" 6'-4" 5'-0" 7'-4" 11" 27'-9" 2'-11" 11" 20'-8" 7'-0" SF-12 SF-13 SF-12 SF-14 MATCHLINE 1/8" = 1'-0" 1 01 LEVEL-DIMENSION PLAN -HOTEL DN DN DN DN BANQUET PREP BANQUET ANY WORK AND REQUEST CLARIFICATION. 2. REFER TO A8.00 FOR PARTITION TYPES 3. REFER TO SHEET A15.00 FOR DOOR SCHEDULES, DOOR FRAMES AND DOOR TYPES 4. REFER TO G SERIES SHEETS FOR CODE REFERENCES, CODE COMPLIANCE PLANS, PENETRATION DETAILS AND ACCESSIBILITY INFORMATION. 5. PROVIDE ACCESSIBLE GUEST ROOMS PER THE TEXAS ACCESSIBILITY STANDARDS. REFER TO G SERIES SHEETS FOR ADDITIONAL INFORMATION. 6. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, MASONRY OR TO THE GRID LINE, UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL FOR SLAB DIMENSIONS. 7. ALL GRID LOCATIONS AND GRID DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 8. ALL MISCELLANEOUS SUPPORT STEEL EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED AND COATED WITH A HIGH-PERFORMANCE COATING, UNLESS NOTED OTHERWISE. 9. PROVIDE AUTOMATIC FIRE SUPPRESSION SYSTEM FOR ENTIRE BUILDING PER NFPA 13. SYSTEM SHALL BE UNDER SEPARATE PERMIT. COORDINATE WITH CERTIFIED FIRE SPRINKLER CONTRACTOR. 10. ALL STRUCTURAL STEEL COLUMNS AND BEAMS REQUIRED TO BE PROTECTED TO MEET A FIRE RATING SHALL BE INDIVIDUALLY PROTECTED PRIOR TO INSTALLATION OF ADJACENT PARTITIONS, WALLS, CEILINGS OR ROOF FRAMING. 11. FURNITURE, FIXTURES AND EQUIPMENT (FFE) ARE TO BE COORDINATED WITH OWNER. CONTRACTOR TO PROVIDE RESPONSIBILITY MATRIX TO ENSURE ALL ELEMENTS ARE ACCOUNTED FOR. SPREAD, 2015 IFC, SECTION 803. 14. CAULK CONTINUOUSLY AT PERIMETER OF DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. 15. REFER TO MOUNTING HEIGHT SCHEDULE FOR TOILET AND BATH ACCESSORIES IN ALL BATHROOMS. 16. SIGNAGE IS OWNER PROVIDED. SIGNAGE SHALL MEET BUILDING CODE REQUIREMENTS AND ANSI A117.1 REQUIREMENTS FOR ACCESSIBILITY. 17. PROVIDE TACTILE EXIT SIGNS AT EXIT DOOR LOCATIONS. SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1. AT STOREFRONT LOCATION, PROVIDE TACTILE SIGN THAT FITS WITHIN THE STOREFRONT MULLION FRAME WIDTH. MOUNT BOTTOM OF CHARACTERS AT 48 MIN. AND 60 MAX. ABOVE FINISH FLOOR. 18. PROVIDE TACTILE SIGNAGE OUTSIDE THE TOILET ROOM PER 1110.1 AND ICC/ANSI A117.1. MOUNT BOTTOM OF CHARACTERS AT 48" MIN. AND 60" MAX ABOVE FLOOR. 19. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN, LAUNDRY ROOMS, STORAGE, MAINTENANCE AND BACK-OF-HOUSE CORRIDORS. PROVIDE PLASTIC CORNER GUARDS AT ALL OUTSIDE CORNERS IN BACK-OF-HOUSE WORK ROOMS AND OFFICES. REFERENCE SPECIFICATION SECTION 102600 FOR TYPES AND HEIGHTS OF CORNER GUARD. ALL OUTSIDE CORNERS AT BACK-OF-HOUSE AREAS ARE TO HAVE CORNER GUARDS. REFER TO INTERIOR DESIGN DRAWING FOR CORNER GUARDS AT PUBLIC AREAS TO BE PROVIDED BY GC. 20. ALL WALL OUTLETS ON ELEVATIONS ARE DIMENSIONED TO CENTER LINE, UNLESS NOTED OTHERWISE. 21. ALL DEVICES ADJACENT TO WET AREAS SHALL BE GFCI PER NEC REQUIREMENTS. INTERIOR PLYWOOD SHALL BE FIRE RETARDANT-TREATED (FRTW). ONLY INTERIOR MISCELLANEOUS WOOD BLOCKING SHALL BE ALLOWED TO BE NON FIRE-RETARDANT TREATED AND INTERIOR WOOD BLOCKING ADJACENT TO CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 23. WHERE MECHANICAL AND ELECTRICAL DEVICES AND PARTS ARE CONCEALED AND REQUIRE ACCESS, PROVIDE ACCESS DOORS AND FRAMES PER SPECIFICATIONS. RATED ASSEMBLIES SHALL BE MAINTAINED. 24. TYPICAL AT EXPOSED SIDES OF CONCRETE COLUMNS UNLESS OTHERWISE NOTED -PROVIDE 5/8" GYPSUM OVER 1 1/2" METAL STUDS AT 16" O.C. AND EXTEND CEILING. 25. ALL GYPSUM BD. FINISH FACES OF DIFFERING SUBSTRATES (i.e. 1 1/2" MTL. FURRING ADJACENT TO 3 5/8" METAL SHALL ALIGN. 26. WHERE GYPSUM WALL AND CEILING CONTROL JOINTS NOT INDICATED ON THE DRAWINGS, PROVIDE AT 30' MAX. VERIFY LOCATION WITH ARCHITECT FOR APPROVAL OF VISUAL EFFECT. 27. REFER TO A9 SHEETS FOR ENLARGED GUESTROOM INFORMATION. 28. FINAL ROOM NAMES AND SIGNAGE SHALL BE CONFIRMED BY OWNER PRIOR TO PURCHASE AND INSTALLATION. 29. CONNECT ROOF DRAINS TO STORM DRAINAGE SYSTEM. REFER TO PLUMBING AND CIVIL FOR ADDITIONAL INFORMATION. 30. NON EMERGENCY EXIT DOORS SHALL BE COVERED HAVE AWNING. 9.48 9.48 9.57 9.57 9.65 9.65 9.66 9.66 9.67 9.67 9.68 9.68 9.69 9.69 9.70 9.70 9.71 9.71 9.72 9.72 9.73 9.73 9.75 9.75 9.76 9.76 9.77 9.77 9.78 9.78 9.79 9.79 9.80 9.80 9.82 9.82 9.83 9.83 9.91 9.91 9.92 9.92 9.93 9.93 9.94 9.94 9.95 9.95 9.98 9.98 A4.02 1 A4.02 3 2 A5.04 1 A5.04 2 A5.03 1 A5.03 A4.02 2 1004 WOMEN TLT. 1000 BALLROOM 1009 STORAGE 1011 KITCHEN 1002 PREFUNCTION 1013 WOMENS 1014 MENS 1019 PATIO 1008 MECH./ELEC. 1007 OFFICE 1010 LOADING 1006 BOH CORR. 1005 MEN TLT. 1003 JAN. A3.05 2 A3.05 3 A3.02 2 A3.02 3 2'-0" 5'-3" 14'-0" 14'-2" 14'-2" 13'-10 7/8" 40'-11 1/8" 2'-0" 13'-10" 4'-0" 7'-0" 4'-0" 7'-0" 4'-0" 7'-0" 4'-0" 12'-6" 1'-6" 25'-6" 1'-6" 9.123 9.123 9.124 9.124 1009A 1007 1008A 1008B 1014B 1010 1011B 1000Q 1000N 1011A 1013A 1014A 1000B 1000C 1000D 1000E 1000F 1000G 1000H 1000J 1000K 1000L 1000M 1001E 1001F 1001G 1001H 1002C 1002D 1002B 1002A 1001D 1001C 1001B 1001A 124A 124B 123A 1001A 1001 PREFUNCTION 1001 PREFUNCTION 1003 1004A 1005A 1006A 1011C 1012 RISER ROOM 1012 1014C 1014D 1014B 1013C 1013D 1013E 1013F 1013B 1'-10"2'-6" 5'-6" 3'-7" 2'-10" 39'-11" 3'-3" 4'-3" 40'-0" 10'-6" 7'-9" 2'-3" 5'-11 1/2" 4'-4 1/2" 12'-1" 3'-0" 6'-6" 8'-6" 5'-0" 21'-6" 1'-6" 192'-7" 8'-0" 4'-0" 7'-0" 4'-0" 7'-0" 4'-0" 27'-6" 2'-0" 18'-0" 8'-3" 14'-2" 6'-9" 7'-5" 18'-7" 136'-8" 198'-3" 2'-0" 7'-2" 6'-2" 18'-0" 4'-6" 18'-0" 6'-2" 7'-0" 17'-6" 2'-6" 17'-6" 6'-6" 9'-6" 6'-9" 5'-1" 5'-1" 6'-9" 6'-10" 1'-6" 2'-0" 3'-2" 16'-3" 3'-2" 2'-0" 2'-4" 2'-0" 3'-2" 18'-1" 6'-8" 40'-0" 2'-0" 11'-4" 2'-0" 15'-0" 3'-9" 7'-0" 3'-9" 26'-6" 3'-9" 7'-0" 3'-9" 26'-6" 3'-9" 7'-0" 3'-9" 15'-0" 15'-3" 1'-6" 25'-6" 9'-2" 8'-4" 9'-0" 3'-9" 3'-9" 12'-8" 4'-0" 7'-0" 4'-0" 6'-0" 5'-10" 5'-10" 6'-0" 4'-0" 7'-0" 4'-0" 12'-8" 17'-10" 1'-8" 41'-9" 4'-4" 8'-9" 7'-6" 18'-0" 22'-0" 5'-3" 5'-3" 7'-6" 2'-6" 12'-10" 3'-10" 3'-10" 20'-9" 9'-3" 6'-0" 12'-6" 6'-0" 23'-6" 12'-6" 6'-0" 5'-4" 21'-2" 3'-6" 15'-3" 1000P 11'-0" 10'-10" 6'-2" 6'-6" 6'-6" 13'-6" 4'-0" 4'-0" 23'-0" 4'-0" 4'-0" 20'-0" 4'-2" 1'-4" SF-14 SF-15 SF-16 SF-15 SF-14 SF-16 SF-20 SF-20 SF-17 SF-17 SF-18 SF-19 SF-20 SF-20 SF-15 SF-15 11'-0" F.E. F.E. F.E. F.E. F.E. 7 7 MATCHLINE 1/8" = 1'-0" 1 01 LEVEL -DIMENSION PLAN -EVENT CENTER FIRST FLOOR PLAN - HOTEL & EVENT CENTER 17
REF. UP DN DN DN UP GENERAL FLOOR PLAN NOTES 1. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. 2. REFER TO A8.00 FOR PARTITION TYPES 3. REFER TO SHEET A15.00 FOR DOOR SCHEDULES, DOOR FRAMES AND DOOR TYPES 4. REFER TO G SERIES SHEETS FOR CODE REFERENCES, CODE COMPLIANCE PLANS, PENETRATION DETAILS AND ACCESSIBILITY INFORMATION. 5. PROVIDE ACCESSIBLE GUEST ROOMS PER THE TEXAS ACCESSIBILITY STANDARDS. REFER TO G SERIES SHEETS FOR ADDITIONAL INFORMATION. 6. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, MASONRY OR TO THE GRID LINE, UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL FOR SLAB DIMENSIONS. 7. ALL GRID LOCATIONS AND GRID DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 8. ALL MISCELLANEOUS SUPPORT STEEL EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED AND COATED WITH A HIGH-PERFORMANCE COATING, UNLESS NOTED OTHERWISE. 9. PROVIDE AUTOMATIC FIRE SUPPRESSION SYSTEM FOR ENTIRE BUILDING PER NFPA 13. SYSTEM SHALL BE UNDER SEPARATE PERMIT. COORDINATE WITH CERTIFIED FIRE SPRINKLER CONTRACTOR. 10. ALL STRUCTURAL STEEL COLUMNS AND BEAMS REQUIRED TO BE PROTECTED TO MEET A FIRE RATING SHALL BE INDIVIDUALLY PROTECTED PRIOR TO INSTALLATION OF ADJACENT PARTITIONS, WALLS, CEILINGS OR ROOF FRAMING. 11. FURNITURE, FIXTURES AND EQUIPMENT (FFE) ARE TO BE COORDINATED WITH OWNER. CONTRACTOR TO PROVIDE RESPONSIBILITY MATRIX TO ENSURE ALL ELEMENTS ARE ACCOUNTED FOR. 12. PROVIDE NECESSARY BLOCKING FOR SURFACE MOUNTED FIXTURES, ACCESSORIES, AND EQUIPMENT. 13. FINISHES SHALL MEET PROPER FLAME SPREAD AND SMOKE SPREAD, 2015 IFC, SECTION 803. 14. CAULK CONTINUOUSLY AT PERIMETER OF DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. 15. REFER TO MOUNTING HEIGHT SCHEDULE FOR TOILET AND BATH ACCESSORIES IN ALL BATHROOMS. 16. SIGNAGE IS OWNER PROVIDED. SIGNAGE SHALL MEET BUILDING CODE REQUIREMENTS AND ANSI A117.1 REQUIREMENTS FOR ACCESSIBILITY. 17. PROVIDE TACTILE EXIT SIGNS AT EXIT DOOR LOCATIONS. SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1. AT STOREFRONT LOCATION, PROVIDE TACTILE SIGN THAT FITS WITHIN THE STOREFRONT MULLION FRAME WIDTH. MOUNT BOTTOM OF CHARACTERS AT 48 MIN. AND 60 MAX. ABOVE FINISH FLOOR. 18. PROVIDE TACTILE SIGNAGE OUTSIDE THE TOILET ROOM PER 1110.1 AND ICC/ANSI A117.1. MOUNT BOTTOM OF CHARACTERS AT 48" MIN. AND 60" MAX ABOVE FLOOR. 19. PROVIDE STAINLESS STEEL CORNER GUARDS AT ALL OUTSIDE CORNERS IN KITCHEN, LAUNDRY ROOMS, STORAGE, MAINTENANCE AND BACK-OF-HOUSE CORRIDORS. PROVIDE PLASTIC CORNER GUARDS AT ALL OUTSIDE CORNERS IN BACK-OF-HOUSE WORK ROOMS AND OFFICES. REFERENCE SPECIFICATION SECTION 102600 FOR TYPES AND HEIGHTS OF CORNER GUARD. ALL OUTSIDE CORNERS AT BACK-OF-HOUSE AREAS ARE TO HAVE CORNER GUARDS. REFER TO INTERIOR DESIGN DRAWING FOR CORNER GUARDS AT PUBLIC AREAS TO BE PROVIDED BY GC. 20. ALL WALL OUTLETS ON ELEVATIONS ARE DIMENSIONED TO CENTER LINE, UNLESS NOTED OTHERWISE. 21. ALL DEVICES ADJACENT TO WET AREAS SHALL BE GFCI PER NEC REQUIREMENTS. 22. ALL WOOD BLOCKING AND PLYWOOD IN EXTERIOR WALLS, PARAPETS, AND ROOF CONSTRUCTION SHALL BE EXTERIOR (PRESSURE) AND FIRE RETARDANT-TREATED (FRTW). ALL INTERIOR PLYWOOD SHALL BE FIRE RETARDANT-TREATED (FRTW). ONLY INTERIOR MISCELLANEOUS WOOD BLOCKING SHALL BE ALLOWED TO BE NON FIRE-RETARDANT TREATED AND INTERIOR WOOD BLOCKING ADJACENT TO CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 23. WHERE MECHANICAL AND ELECTRICAL DEVICES AND PARTS ARE CONCEALED AND REQUIRE ACCESS, PROVIDE ACCESS DOORS AND FRAMES PER SPECIFICATIONS. FIRE RATED ASSEMBLIES SHALL BE MAINTAINED. 24. TYPICAL AT EXPOSED SIDES OF CONCRETE COLUMNS UNLESS OTHERWISE NOTED -PROVIDE 5/8" GYPSUM BOARD OVER 1 1/2" METAL STUDS AT 16" O.C. AND EXTEND ABOVE CEILING. 25. ALL GYPSUM BD. FINISH FACES OF DIFFERING SUBSTRATES (i.e. 1 1/2" MTL. FURRING ADJACENT TO 3 5/8" METAL STUDS) SHALL ALIGN. 26. WHERE GYPSUM WALL AND CEILING CONTROL JOINTS ARE NOT INDICATED ON THE DRAWINGS, PROVIDE AT 30' O.C. MAX. VERIFY LOCATION WITH ARCHITECT FOR APPROVAL OF VISUAL EFFECT. 27. REFER TO A9 SHEETS FOR ENLARGED GUESTROOM INFORMATION. 28. FINAL ROOM NAMES AND SIGNAGE SHALL BE CONFIRMED BY OWNER PRIOR TO PURCHASE AND INSTALLATION. 29. CONNECT ROOF DRAINS TO STORM DRAINAGE SYSTEM. REFER TO PLUMBING AND CIVIL FOR ADDITIONAL INFORMATION. 30. NON EMERGENCY EXIT DOORS SHALL BE COVERED OR HAVE AWNING. 9.6 9.6 9.15 9.15 9.16 9.16 9.17 9.17 9.18 9.18 9.20 9.20 9.21 9.21 9.23 9.23 9.24 9.24 9.28 9.28 9.29 9.29 9.30 9.30 9.31 9.31 9.33 9.33 9.34 9.34 9.40 9.40 9.48 9.57 9.35 9.35 9.58 9.58 9.32 9.55 9.55 9.54 9.54 9.63 9.63 9.64 9.78 A4.01 1 9.92 9.96 9.97 114 WOMENS 115 EXERCISE ROOM 135 COLLAB 126 LOUNGE AND CONTINENTAL F&B 134 BAR/BISTRO 132 KITCHEN 101 LOBBY 103 CHECK-IN 110 OFFICE 111 OFFICE 112 OFFICE 109 WORKSPACE 108 LUGG. 107 I.T. 106 STOR. 105 JAN. 104 MARKET 136 DINING 113 MENS 127 ELEV. LOBBY 131 DRY STOR. 130 ALC. STOR. 117 ELEC. 118 MECH. 119 BREAKROOM 120 ENG. OFFICE 116 GUEST LAUNDRY 9.99 9.99 A4.00 2 4 A5.01 3 A5.00 1 A5.01 2 A5.01 3 A5.01 137 RISER ROOM A14.00 1 A3.00 1 A3.05 1 A3.00 2 100 VESTIBULE 102 VESTIBULE 125 CORRIDOR 122 R.R. 142 STAIR #2 140 STAIR #1 121 LOCKERS A13.00 1 A3.06 1 9.107 9.107 114A 116 121 122 119 118 117A 120 113B 113C 113A 114C 114D 114E 114B 106 111 105 109B 112 109A 108 107 103A 134 100A 136A 102B 132B 131 130 115A 142B 132A 132C 100B 115B 142A A3.02 4 1'-6" 12'-0" 1'-6" 12'-0" 1'-6" 24'-6" 1'-6" 26'-6" 1'-6" 12'-9" 13'-6" 13'-6" 13'-6" 12'-9" 1'-6" 12'-0" 1'-6" 12'-0" 1'-6" 12'-0" 1'-6" 12'-0" 1'-6" 12'-0" 1'-6" 12'-5" 11'-11" 1'-6" 256'-10" 9.121 9.121 9.122 9.122 9.123 RAMP 135A 117B 3'-11 3/4" 10'-0 1/4" 1'-6" 2'-4" 5'-0" 6'-10" 25'-0" 4'-4" 6'-3" 1'-6" 9'-11" 135B 137 3'-8" 10'-0" 4'-0" 1'-6" 9'-0" 13'-8" 3'-4" 6" 11'-0" 6" 1'-6" 6" 11'-0" 6" 1'-6" 6" 11'-0" 6" 1'-6" 35'-3" 20'-0" 31'-3" 10'-5" 19'-1" 3'-3" 8'-3" 7'-6" 19'-6" 7'-6" 10'-6" 7" 1'-9" 12'-0" 1'-6" 2'-9" 12'-0" 12'-0" 13'-6" 13'-6" 13'-6" 5'-9" 269'-10" 76'-8" 4'-2" 18'-0" 9'-8" 7'-6" 5'-4" 4'-10" 8'-4" 6'-10" 6'-4" 1'-8" 3'-10" 6'-10" 14'-6" 6'-6" 2'-4" 30'-4" 1'-8" 2'-4" 5'-8" 3'-4" 6" 6'-10" 8'-10" 6'-6" 7'-6" 30'-4" 2'-2" 5'-10" 10'-10" 10'-2" 10'-2" 4'-6" 2'-10" 8'-3" 3'-1" 4'-4" 8'-3" 2'-8" 3'-10" 4'-4" 5'-0" 2'-6" 6'-8" 8'-2" 5'-4" 8'-3" 6'-2" 9'-8" 2'-5" 14'-11" 4'-10" 13'-1" 8'-0" 10'-10" 1'-4" 6'-4" 27'-6" 13'-6" 5'-6" 3'-0" 2'-4" 9'-8" 6'-9" BAR WASHWARE FREEZER REFRIGERATOR SF-01 SF-15 SF-16 SF-17 SF-02 SF-03 SF-02 SF-08 SF-09 SF-04 SF-04 SF-05 SF-06 SF-10 SF-11 SF-10 SF-10 SF-03 SF-02 SF-07 9.135 9.135 F.E. F.E. F.E. F.E. 8 1 2 12 3 4 5 6 6 1'-6" 3'-3" 15'-0" 9" 101 CART STORAGE 13 11'-4" 8'-4" SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, 920 S. MAIN STREET #150 GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX SHEET NAME THIS DOCUMENT INCOMPLETE AND NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE -26067 1/10/2023 A1.01A FIRST FLOOR - HOTEL HK DEVELOPMENT COURTYARD HOTEL 22 DEC 2022 S. DUCK STREET STILLWATER, OK 7474 #RevisionDate FLOOR PLAN KEY NOTES #COMPONENT DESCRIPTION 1ELEVATOR PITRECESSED ELEVATOR PIT. VERIFY WITH MANUFACTURER 2MARKET EQUIPMENTREFERENECE KITCHEN DRAWINGS AND VERIFY EQUIPMENT SIZES AND LOCATION PRIOR TO MILLWORK SUBMITTALS 3ARTIST MURALARTIST CUSTOM MURAL. VERIFY SURFACE FINISH WITH PRINTER OF MURAL IMAGE 4ACCENT LIGHTINGREFERENCE ELEVATIONS AND MARRIOT DESIGN SPECIFICATIONS, AS WELL AS MEP FOR VERITCAL ACCENT LIGHTING 5FOUNDATION STEPSTEP IN FOUNDATION. REFER TO STRUCTURAL FOUNDATION PLAN AND CIVIL PLANS FOR ELEAVTION AND FINISHED FLOOR ELEVATION 6FIRE RISER VERIFY FIRE RISER LOCATION IN STAIRWELL WITH ARCHITECT AND FIRE MARSHALL. PLACEMENT SHALL NOT IMPEDE MEANS OF EGRESS 7PARTITION WALLAUTOMATIC MOVEABLE PARTITION. REFERENCE MANUFACTURERE DRAWING AND SPECFICATION. VERIFY LOCATION AND HEIGHT OF DIVIDER BEAM SUPPORT PRIOR TO INSTALLATION 8RECESSED SLABRECESS SLAB IN MECHANICAL ROOM IN ORDER TO MINIMIZE FLOODING IF LEAK WERE TO OCCUR 9WASHER ELEVATED SLAB 9IN ELEVATED SLAB FOR WASHER MACHINE 10LAUNDRY CHUTEREF SPEC BOOK FOR SPECIFICATION OF LAUNDRY CHUTE AND REF. A8.00 FOR 2 HOUR RATED SHAFT ENCLOSURE. 11WARM UP KITCHENVERIFY KICHEN EQUIPMENT LOCATION AND UTILITES WITH MEP AND KICTHEN DRAWINGS PRIOR TO SLAB POUR 12KITCHEN EQUIPMENTVERIFY KICHEN EQUIPMENT LOCATION AND UTILITES WITH MEP AND KICTHEN DRAWINGS PRIOR TO SLAB POUR 13CORNER FIREPLACECOMMERCIAL CORNER H SERIES CORNER STYLE GAS FIREPLACE 18
01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 1 A5.00 PARAPET_LOW 64' - 6" PARAPET_HIGH 69' - 6" 9.123 310 KING SUITE 410 510 KING SUITE 511 01 DQ 411 01 DQ 311 01 DQ 211 01 DQ EXERCISE ROOM 1002 MENS WOMENS 212 ICE 312 ICE 412 512 ICE 541 CORR. 441 341 CORR. 241 CORR. 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.48 9.32 9.55 9.54 9.64 9.929.78 9.96 9.99 PARAPET_LOW 64' - 6" A6.01 9.107 9.121 9.122 9.123 9.124 A6.02 ASSEMBLY -F1 ASSEMBLY -R1 ASSEMBLY -F1 ASSEMBLY -F1 ASSEMBLY -F1 ASSEMBLY -R1 ASSEMBLY -F1 ASSEMBLY -F1 519 01 KING 541 CORR. 520 01 KING 419 01 KING 420 01 KING 320 01 KING 319 01 KING 219 01 KING 220 01 KING 241 CORR. 341 CORR. 441 CORR. 101 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 1 A5.00 PARAPET_LOW 64' - 6" A14.00 3 Sim A6.01 3 A6.02 1 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.48 9.57 9.32 9.55 9.54 9.64 9.929.78 9.96 9.99 A5.00 PARAPET_LOW 64' - 6" A13.00 A6.02 9.121 9.122 9.123 9.124 STAIR #2_GROUND LEVEL 908' - 6" SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 920 S. MAIN STREET #150 GRAPEVINE, TX 76051 TYPE-SIX SHEET NAME A5.01 BUILDING SECTIONS HK DEVELOPMENT COURTYARD HOTEL 22 DEC 2022 S. DUCK STREET STILLWATER, OK 7474 1/8" = 1'-0" 1 TRANSVERSE SECTION 03 -HOTEL 1/8" = 1'-0" 2 TRANSVERSE SECTION 04 -HOTEL 1/8" = 1'-0" 3 TRANSVERSE SECTION 05 -HOTEL 1/8" = 1'-0" 4 TRANSVERSE SECTION 06 -HOTEL #RevisionDate 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.6 9.15 9.16 9.17 9.18 9.20 9.21 9.22 9.23 9.24 9.28 9.29 9.30 9.31 9.33 9.34 9.40 9.46 9.35 9.58 9.63 4 A5.01 3 A5.00 1 A5.01 2 A5.01 A5.01 2 PARAPET_LOW 64' - 6" A6.00 1 A6.00 441 114 WOMENS 124 MEETING ROOMS 115 EXERCISE ROOM 126 LOUNGE AND CONTINENTAL F&B 134 BAR/BISTRO 101 LOBBY 103 CHECK-IN 233 LAUNDRY 111 OFFICE 109 WORKSPACE 107 I.T. 136 DINING 127 ELEV. LOBBY 118 MECH. 120 ENG. OFFICE ? 331 ELEC./I.T. 235 01 DQ 208 01 DQ 206 01 KING 204 01 KING 202 01 KING 200 01 KING 213 01 KING 215 01 KING 217 01 KING 219 01 KING 221 01 KING 223 01 KING 227 ELEV. LOBBY 225 STOR. 212 ICE 335 01 DQ 310 KING SUITE 308 01 DQ 306 01 KING 304 01 KING 302 01 KING 300 01 KING 313 01 KING 315 01 KING 317 01 KING 319 01 KING 321 01 KING 323 01 KING 327 ELEV. LOBBY 325 STOR. 312 ICE 333 01 DQ ? 431 ELEC./ IT 435 01 DQ 410 KING SUITE 408 01 DQ 406 01 KING 404 01 KING 402 01 KING 400 01 KING 413 01 KING 415 01 KING 417 01 KING 419 01 KING 421 01 KING 423 01 KING 427 ELEV. LOBBY 425 STOR. 412 ICE 433 01 DQ 510 KING SUITE 508 01 DQ 506 01 KING 504 01 KING 502 01 KING 500 01 KING 513 01 KING 515 01 KING 517 01 KING 519 01 KING 521 01 KING 523 01 KING 527 ELEV. LOBBY 525 STOR. 512 ICE 537 LOUNGE 538 PATIO 541 CORR. 341 CORR. 241 CORR. Sim 01 LEVEL_EVENT CENTER 3' - 6" 9.135 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" A5.00 PARAPET_LOW 64' - 6" MEETING ROOMS MEETING ROOMS PREFUNCTION 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 1 A5.00 PARAPET_LOW 64' - 6" STAIR TOWER 71' - 0" A6.00 4 A13.01 6 Sim 9.123 9.124 504 542 442 STAIR #2 342 STAIR #2 242 120 ENG. OFFICE 121 LOCKERS 122 R.R. 1002 PREFUNCTION 404 01 KING 304 01 KING 204 ASSEMBLY -F1 ASSEMBLY -F1 ASSEMBLY -F1 ASSEMBLY -R1 SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 920 S. MAIN STREET #150 GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE -26067 1/10/202331057 A5.00 BUILDING SECTIONS HK DEVELOPMENT COURTYARD HOTEL 22 DEC 2022 S. DUCK STREET STILLWATER, OK 7474 1/8" = 1'-0" 1 LONGITUDINAL SECTION -HOTEL 1/8" = 1'-0" 2 TRANSVERSE SECTION 01 -HOTEL 1/8" = 1'-0" 3 TRANSVERSE SECTION 02 -HOTEL #RevisionDate HOTEL SECTIONS 19
REF. REF. GENERAL COORDINATION ITEMS & NOTES REF. MEP FOR LOCATION OF ELECTRICAL OUTLETS AND DATA OUTLETS. CONFIRM ALL LOCATIONS OF OUTLETS WITHIN THE GUESTROOMS WITH NT. DES. TO ENSURE THERE IS NECESSARY POWER TO ALL FIXTURES WITHIN THE GUESTROOMS. COORDINATE LOCATION OF THERMOSTAT WITH INTERIOR DESIGN DRAWINGS TO ENSURE NO MILLWORK CONFLICTS WITH LOCATION OF THERMOSTAT. • REF. DIMENSIONED FLOOR PLANS FOR LOCATION OF CONNECTOR DOORS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION. • REFER TO A8.00 FOR PARTITION TYPES REFER TO SHEET A15.00 FOR DOOR SCHEDULES, DOOR FRAMES AND DOOR TYPES • PROVIDE ACCESSIBLE GUEST ROOMS PER THE TEXAS ACCESSIBILITY STANDARDS. REFER TO G SERIES SHEETS FOR ADDITIONAL INFORMATION ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, MASONRY OR TO THE GRID LINE, UNLESS NOTED OTHERWISE. REFER TO STRUCTURAL FOR SLAB DIMENSIONS. ALL GRID LOCATIONS AND GRID DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. PROVIDE AUTOMATIC FIRE SUPPRESSION SYSTEM FOR ENTIRE BUILDING PER NFPA 13. SYSTEM SHALL BE UNDER SEPARATE PERMIT. COORDINATE WITH CERTIFIED FIRE SPRINKLER CONTRACTOR. PROVIDE NECESSARY BLOCKING FOR SURFACE MOUNTED FIXTURES, ACCESSORIES, AND EQUIPMENT. • FINISHES SHALL MEET PROPER FLAME SPREAD AND SMOKE SPREAD, 2015 IFC, SECTION 803. CAULK CONTINUOUSLY AT PERIMETER OF WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. • REFER TO MOUNTING HEIGHT SCHEDULE FOR TOILET AND BATH ACCESSORIES IN ALL BATHROOMS. PROVIDE PLASTIC CORNER GUARDS AT ALL OUTSIDE CORNERS IN BACK-OFHOUSE WORK ROOMS AND OFFICES. REFERENCE SPECIFICATION SECTION 102600 FOR TYPES AND HEIGHTS OF CORNER GUARD. ALL OUTSIDE CORNERS AT BACK-OF-HOUSE AREAS ARE TO HAVE CORNER GUARDS. REFER TO INTERIOR DESIGN DRAWING FOR CORNER GUARDS AT PUBLIC AREAS TO BE PROVIDED BY GC. • ALL DEVICES ADJACENT TO WET AREAS SHALL BE GFCI PER NEC REQUIREMENTS. WHERE MECHANICAL AND ELECTRICAL DEVICES AND PARTS ARE CONCEALED AND REQUIRE ACCESS, PROVIDE ACCESS DOORS AND FRAMES PER SPECIFICATIONS. FIRE RATED ASSEMBLIES SHALL BE MAINTAINED. • ALL GYPSUM BD. FINISH FACES OF DIFFERING SUBSTRATES (i.e. 1 1/2" MTL. FURRING ADJACENT TO 3 5/8" METAL STUDS) SHALL ALIGN WHERE GYPSUM WALL AND CEILING CONTROL JOINTS ARE NO INDICATED ON THE DRAWINGS, PROVIDE AT 30' O.C. MAX. VERIFY LOCATION WITH ARCHITECT FOR APPROVAL OF VISUAL EFFECT. FINAL ROOM NAMES AND SIGNAGE SHALL BE CONFIRMED BY OWNER PRIOR TO PURCHASE AND INSTALLATION. **** THE GENERAL CONTRACTOR SHALL COORDINATE THE FOLLOWING ITEMS WITH ID DRAWINGS • REF. INTERIOR DESIGN DRAWINGS FOR ELEVATIONS AND FINISH MATERIALS. ARCHITECT ELEVATIONS ARE PRELIMINARY AND ONLY GIVE GENERAL DIRECTION. INTERIOR DESIGN ELEVATIONS AND FURNITURE LAYOUTS ARE TO BE COORDINATED WITHIN THE ARCHITECTURAL DRAWINGS. ANY DISCREPANCIES THE CONTRACTOR SHALL NOTIFY ARCHITECT AND DESIGNER FOR FURTHER DIRECTION. REF. INTERIOR DESIGN DRAWINGS FOR MILLWORK PLANS AND DETAILS. FURNITURE, FIXTURES AND EQUIPMENT (FFE) ARE TO BE COORDINATED WITH ID DRAWINGS & OWNER. CONTRACTOR TO PROVIDE RESPONSIBILITY MATRIX TO ENSURE ALL ELEMENTS ARE ACCOUNTED FOR. COORDINATE BLOCKING FOR ALL FFE ITEMS PER INTERIOR DESIGN DRAWINGS. THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO MILLWORK BED STRUCTURE, MIRRORS/ARTWORK, ETC. • COORDINATE FFE ITEMS IN BATHROOM. THESE ITEMS INCLUDE BUT ARE NOT LIMITED TO TOLIET PAPER, WALL HOOKS AND SHOWER CURB DETAILS. 19'-2" 3'-2" 6'-2" 8" 19'-2" 1'-4" 6'-0" 1'-0" 1'-2" 29'-2"10181110174 HR P5 P1 HR HR P5 P5 GR1 HR 01 DQ GW 9.123 9.123 GR3 GR21 290 19'-9" 235 216 34 GR1 GR2 GR3 HR HR HR P5 P1 HR P1 HR E3 HR 20 42'-8" 5'-0" 2'-10" 4'-6" 4'-9" 2'-8" 5'-0" 2'-10" 5'-0" HR 9.135 9.135 HR HR P51 111910 1'-2" 1'-0" 6'-0" 1'-4" 15'-4" 24'-10" 1'-2" 3'-6" 2'-2" 1'-6" 1'-8" 15'-4" P1 HR P1 GR1 GR2 GR3 E1 P1 HR 4453010 GW 9.122 9.122 11P5 HR 3 5/8" FURRING WALL 9.123 9.123 4'-2" 17'-0" 3'-3" 5'-5" 3'-6" 33'-4"8 5--521'-2" 1'-9" 1'-5" 2'-3" 6'-1" 8" P1 P1 HR P5 HR HR GR1 GR2 GR361'-8" 1'-0" 6'-0" 2'-6" 4'-0" 18'-10" 14'-4" 22'-10" 60 8" 4'-0" 2'-2" 1'-5" 1'-9" 2'-6 3/4" 16'-7 1/4" GR1 GR2 GR3 GR5 GR48 62-2720 41 21 66 P2 HR P5 HR P5 P1 HR P5 P1 P1 HR P1 HR P1 HR 66 66 GW 9.121 9.121 9.122 9.122 9.124 9.124 6" 4'-10" 4" 2'-4" *NOTE: INCREASE STUD FROM 5/8" 9.97 14'-4" 4'-0" 18'-10" 603-41410 66 3'-6" 8'-6"24 54 2'-10" 1'-10" 3'-2" 1'-10" 1'-8" 2'-10 5/8" 14'-3 3/8" GR1 GR1 GR3 GR5 GR4 P2 HR HR P5 HR P1 HR P1 P1 P1 P1 HR P5 P5 P5 HR 66 66 GW 9.121 9.121 9.122 9.122 9.124 9.124 A16.01 28 *NOTE: INCREASE STUD FROM 5/8" 1'-4" 1'-8" 6'-8" 2'-4" 2'-0"104 19--9 13'-0" 3'-7" 2'-7" 4'-10" P1 HR P5 P1 P5 HR P1 P1 HR GR1 GR2 GR3 9.135 9.135 SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, 920 S. MAIN STREET #150 GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX SHEET NAME THIS DOCUMENT IS INCOMPLETE AND MAY NOT BE USED FOR REGULATORY APPROVAL, PERMIT, OR CONSTRUCTION. D. HAYES HINKLE -26067 31 A9.00 GUESTROOM - ARCH. DIMENSION PLANS HK DEVELOPMENT COURTYARD HOTEL 22 DEC 2022 S. DUCK STREET STILLWATER, OK 7474 1/4" = 1'-0" 1 01 DQ -ARCH. 1/4" = 1'-0" 6 02 DQ ADA -ARCH. 1/4" = 1'-0" 2 01 KING -ARCH 1/4" = 1'-0" 3 01 KING ADA -ARCH. 1/4" = 1'-0" 5 01 KING SUITE 1/4" = 1'-0" 4 01 KING SUITE ADA -ARCH. 1/4" = 1'-0" 7 02 DQ -ARCH. #RevisionDate ENLARGED GUESTROOMS PLANS 20
2 A5.03 1 A5.03 MP SU ? ? MP BR EVENT CENTER_ROOF DECK 2.0 25' - 0" 01 LEVEL_EVENT CENTER 3' - 6" EVENT CENTER_LOW PARAPET 32' - 0" EVENT CENTER_HIGH PARAPET 39' - 0" EVENT CENTER_ROOF DECK 1.0 22' - 0" SF-18 SU MATERIAL CALLOUTS BR STUCCO-"SW7003 TOQUE WHITE" ACME BRICK - FL MANGANESE SMOOTH - QUEEN SIZE SF STOREFRONT - KAWNEER - "DARK BRONZE #40" ST GL EXTERIOR WINDOWS: STOREFRONT WINDOW SYSTEM LOUVER FINISH - DARK BRONZE TO MATCH STOREFRONT LF ADDITIONAL NOTES: • ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT APPROVAL. • MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WITH CITY OF IRVING ZONING ORDINANCE • UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR • ROMAN SIZE, FACE BRICK, WITH 3/8" CONCAVE GROUT JOINT- MORTAR TO BE MATCHED TO GROUT • CONTRACTOR TO ENSURE METAL PANELS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATION. SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET BRAND STANDARDS, FOR LOCATION ONLY • ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH SURROUNDING BUILDING FACADE. AF ALUMINUM PARAPET FLASHING TO MATCH STOREFRONT MP KEYNOTE LEGENDS ALUCOBOND- GRAPHITE MICA STONE - GRANITE - GREY MIST SU2 STUCCO-"SW7076 CYBERSPACE" 01 LEVEL_HOTEL 0' - 0" 2 A5.04 1 A5.04 2 A5.05 MP SU GL SU MP EVENT CENTER_ROOF DECK 2.0 25' - 0" 01 LEVEL_EVENT CENTER 3' - 6" EVENT CENTER_LOW PARAPET 32' - 0" EVENT CENTER_ROOF DECK 3.0 35' - 6" EVENT CENTER_HIGH PARAPET 39' - 0" EVENT CENTER_ROOF DECK 1.0 22' - 0" ST ST SF-14 SF-13 MP SU SU 2 A5.04 1 A5.04 2 A5.05 SU ST BR MP BR SU GL MP MP GL EVENT CENTER_ROOF DECK 2.0 25' - 0" 01 LEVEL_EVENT CENTER 3' - 6" EVENT CENTER_LOW PARAPET 32' - 0" EVENT CENTER_ROOF DECK 3.0 35' - 6" EVENT CENTER_HIGH PARAPET 39' - 0" EVENT CENTER_ROOF DECK 1.0 22' - 0" MP ST SF-19 SF-20 SF-20 SF-20 SF-20 SF-14 ? AF 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 2 A5.03 PARAPET_LOW 64' - 6" STAIR TOWER 71' - 0" PARAPET_HIGH 69' - 6" SU ST 01 LEVEL_EVENT CENTER 3' - 6" BR SU MP SF-17 SF-17 ST MP AF GL MP SHEET ISSUE ISSUED PERMIT ARCHITECT D. HAYES TYPE SIX DEVELOPMENT 920 S. MAIN STREET GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX SHEET THIS DOCUMENT INCOMPLETE NOT BE REGULATORY PERMIT, CONSTRUCTION. D. HAYES HINKLE A4.02 BUILDING HK DEVELOPMENT COURTYARD HOTEL 22 DEC 1/8" = 1'-0" 1 SOUTH ELEVATION 1/8" = 1'-0" 2 WEST ELEVATION -EVENT CENTER 1/8" = 1'-0" 3 EAST ELEVATION -EVENT CENTER 1/8" = 1'-0" 4 NORTH ELEVATION -EVENT CENTER PATIO #RevisionDate EVENT CENTER - ELEVATIONS 21
STRUCTURAL SPECIFICATION AUTOMATIC MANUSA - VISIO KAWNEER OR REFER TO MANUFACTURE INSTALLATION WATERPROOFING. INTEGRALLY PAPER BACKED MANUFACTURER FASTENER SIZE FOAM INSULATION. EXTRUDED POLYSTYRENE TYPE X MIN AIR AND VAPOR SEAMS JOINTS 5/8 GYPSUM SCHEDULE. STRUCTURAL FOR SPECIFICATION COMPOSITE REINFORCEMENT. SPECIFICATION. CEILING ASSEMBLY: EITHER ATTACHED STRUCTURAL GUSSET PLATE. SPECIFICATION ECO TOUCH MIN. OF R-13. ACCLAIM LED STRIP IN LOW PARAPET FLASHING ¼ MINIMUM ARCHITECTURAL INFORMATION. DETAILS FULLY ADHERED HIGH DENSITY BOARD AND INSULATION(REF. MANUFACTURES RECOMMENDATIONS SPECIFICATIONS SPECIFIED WARRANTY. 5/8" EXTERIOR GALVANIZED SEE STRUCTURAL COLD FORM SPECIFICATION. BRICK: OBSIDIAN WITH 3/8 CONCAVE GRAY MORTAR MEGA-LATHE BED TO ADHERE AND INSTALLATION MANUFACTURE. PAC-3000 RS THE SYSTEM COMPOSITE THE PERIMETER EXTRUDED TRACK. THE SUBSTRATE. SCREEN ATTACHMENT. MANUFACTURE EXTERIOR WALL REFERENCE STRUCTURAL STRUCTURAL SPECIFICATION RECESSED CAN VERIFY MANUFACTURE INSTALLATION. STOREFRONT FOR GLAZING VALUES PR SD SF SU CI AV SM FA GP BI LT PF RA ES SC TB EL FN RL GL GW MP LJ CA GENERAL NOTES TPO ROOFING MEMBRANE OVER PARAPET TOP. SEAL SIDE OF WALL. 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.57 PARAPET_LOW 64' - 6" A16.02 8 Sim A8.03 6 Sim581 2 68 20 16 2 6811201 2 68 23GW GW GW GW 58 12 1 2 02 / 11 2 1 02 1 2 101 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.55 9.99 PARAPET_LOW 64' - 6" A5.02 1 A8.03 6 Sim A16.02 3 Sim 9.107 ASSEMBLY -F1 ASSEMBLY -R1 ASSEMBLY -F1 ASSEMBLY -F1 ASSEMBLY -F1 E1 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.54 PARAPET_LOW 64' - 6" A16.02 8 Sim A8.03 6 Sim A7.00 2 A8.03 3 Sim GW GW GW GW WALL SECTION 05 -HOTEL 1/4" = 1'-0" WALL SECTION 06 -HOTEL WALL SECTION 07 -HOTEL HOTEL WALL SECTION SECTION NOTES STRUCTURAL SPECIFICATION AUTOMATIC MANUSAKAWNEER REFER TO INSTALLATION WATERPROOFING. INTEGRALLY PAPER BACKED MANUFACTURER FASTENER FOAM INSULATION. EXTRUDED TYPE X MIN AIR AND VAPOR SEAMS JOINTS 5/8 GYPSUM SCHEDULE. STRUCTURAL FOR SPECIFICATION COMPOSITE REINFORCEMENT. SPECIFICATION. CEILING ASSEMBLY: EITHER ATTACHED STRUCTURAL GUSSET PLATE. SPECIFICATION ECO TOUCH MIN. OF R ACCLAIM STRIP IN LOW PARAPET ¼ MINIMUM ARCHITECTURAL INFORMATION. DETAILS FULLY ADHERED HIGH DENSITY BOARD AND INSULATION(REF. MANUFACTURES RECOMMENDATIONS SPECIFICATIONS SPECIFIED 5/8" EXTERIOR GALVANIZED SEE STRUCTURAL COLD FORM SPECIFICATION. BRICK: OBSIDIAN WITH 3/8 GRAY MORTAR MEGA-LATHE BED TO ADHERE AND INSTALLATION MANUFACTURE. PAC-3000 THE SYSTEM COMPOSITE THE PERIMETER EXTRUDED THE SUBSTRATE. SCREEN ATTACHMENT. MANUFACTURE EXTERIOR REFERENCE STRUCTURAL STRUCTURAL SPECIFICATION RECESSED VERIFY MANUFACTURE INSTALLATION. STOREFRONT FOR GLAZING VALUES PR SD SF SU CI AV SM FA GP BI LT PF RA ES SC TB EL FN RL GL GW MP LJ CA GENERAL NOTES TPO ROOFING MEMBRANE OVER PARAPET TOP. SEAL SIDE OF WALL. 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.6 9.63 PARAPET_LOW 64' - 6" A7.00 4 A7.01 4 A7.00 1 9.135 160 10 71 0 14 / 10 71 14 / 10 740 / 02 / 58 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.46 9.66 2 A5.00 PARAPET_LOW 64' - 6" A8.03 6 Sim 01 LEVEL_EVENT CENTER 3' - 6" 102 / 1 02 1 2 11 02 / 58 A8.03 7 Sim 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" 9.48 9.78 A8.03 6 Sim A8.03 7 Sim A7.01 2 Sim A8.03 4 01 LEVEL_HOTEL 0' - 0" 02 LEVEL 18' - 0" LEVEL ROOF 01 58' - 10" 03 LEVEL 28' - 2 1/2" 04 LEVEL 38' - 5" 05 LEVEL 48' - 7 1/2" 9.48 9.78 9.92 PARAPET_LOW 64' - 6" A8.03 7 Sim A16.02 8 Sim A8.03 6 Sim A16.02 3 Sim A7.01 1 13' - 6" 15' 6" GW6 3 412 581 2 6816 1 220 16 / 68 216 2 681/4" = 1'-0" 1 WALL SECTION 01 -HOTEL 1/4" = 1'-0" 2 WALL SECTION 02 -HOTEL 1/4" = 1'-0" 3 WALL SECTION 03 -HOTEL 1/4" = 1'-0" 4 WALL SECTION 04 -HOTEL HOTEL WALL SECTION 22
TIMBER CREEK WILLOWS
LEWISVILLE TOWNHOMES
31 UNIT WOOD FRAMED TOWNHOME DEVELOPMENT DIVIDED INTO 5 BUILDING TYPES.
BUILDINGS:
CONSTRUCTION TYPE = V-B FULLY SPRINKLED NFPA 13R
STRUCTURE:
STRUCTURAL SLAB ON GRADE OPEN WEB TRUSS SYSTEM
ROOF: ARCHITECTURAL COMPOSITE 3 TAB SHINGLES OF ROOF FELT
23
24
BUILDING D 333-01 A0.11 2 A0.11 3 A0.11 4 A0.11 5 A0.11 BUILDING A BUILDING B BUILDING C BUILDING E 03 03 02 02A 05B 03 02 01 05A 01 07A 07 06 06 04B 04A PROPERTY LINE 10' UTILITY EASEMENT PROPERTY LINE 5 BL 10' BL 20 BL 20 BL 20' BL 10' BL BRADLEY DRIVE HANNAH WAY KELSEY LANE 03 03 02B 04B 04A 04B 04A 04B 04A END B 5' BL 5' BL 5' BL 5' BL 6.5' BL 6.5' BL 20 BL 20 BL 20 BL 10 UE 10 UE 10 UE 2525 ' DE&SSE BY THISPLAT 4' PUBLIC WME BY THIS PLAT 4' PUBLIC WME BY THIS PLAT 4' PUBLIC WME BY THIS PLAT 17-6 10-0 10 UE 10 UE 10UE 10' UE 10' UE 10' UE FINAL PLAT TIMBER CREEK WILLOWS Lots 1-18, & 1X-3X, Block A, and Lots 1-13, & 1X, Block B, 3.898 Acres Zoned MU, Mixed use in the B.HUNTER SURVEY, ABSTRACT NO.553 CITY OF LEWISVILLE DENTON COUNTY, TEXAS. 4' PUBLIC WME BY THIS PLAT 50-0 15 SSE V E P 143 PORTION ABAND BY THIS PLAT DRAINAGE AND TRAIL RIGHT - OF - WAY 0.804 ACRES DEDICATED TO THE CITY OF LEWISVILLE FEE SIMPLE BY THIS PLAT CAB T P 32 75-0 DE DE CAD. E, P. 143 SOUTHWEST PARKWAY 5 BL 5 BL 03 04A END A 10' UE 10'UE 10UE ROW DEDICATION 0.824 ACRES DEDICATED TO THE CITY OF LEWISVILLE FEE SIMPLE BY THIS PLAT 15' E&TE CAB. E, P. 143 PORTION ABANDONED BY THIS PLAT REMAINDERLOT8 BLOCKC COUNTRYRIDGENO3 CAB T P 32 ZONED: MU(MIXEDUSE) V EP 143 15-0 SSE 5EXISTING 8" SS EXISTING 8" SS 15' SSE CAB. E, P. 143 53 30 SSE TO CITY OF LEWISVILLE V 706 P 385 Portion of SSE Abandoned 3030 SSE TO CITY OF LEWISV LLE V 706 P 385 PORTION AMENDED BY THIS PLAT DRAINAGE AND TRAIL RIGHT-OF-WAY 0.804 ACRES DEDICATED TO THE CITY OF LEWISVILLE FEE SIMPLE BY THIS PLAT FIRE LANE F RE LANE F RE LANE FIRE LANE FIRE LANE FIRELANE FIRELANE FIRE LANE FIRE LANE FIRE LANE FIRE LANE FF = 482.45 FP = 481.35 FP = 481.35 FF = 482.45 FP = 481.35 FF = 482.45 FP = 481.35 FF 482.45 FP = 481.35 FP 481.35 FF = 482.45 FP 481.35 FF = 482.45 FF = 482.45 FP 481.35 FF = 482.45 FP 480.85 FF 482.45 FP = 480.85 FF = 482.45 FP = 480.85 FF = 482.45 FP = 480.85 FF = 482.45 FP 480.85 FF = 482.45 FP 480.85 FF = 482.45 FP = 480.85 FF = 482.45 FP 480.85 FF = 482.45 FP 480.85 FF = 482.35 FP = 481.25 FF 482.35 FP = 481.25 FF 483.15 FP = 482.05 FF = 483.15 FP = 482.05 FP = 482.35 FF = 483.45 FP 482.35 FF = 483.00 FP = 481.90 FF = 483.00 FP 481.90 FF 483.00 FP = 481.90 20' BL 10' BL FP = 484.40 FF = 484.40 FF = 485.50 FP = 484.40 FF = 484.40 FP = 483.30 1614 10 916810 91680 10 916800 91616'-0" 8'-10" 16'-0" 9'-2" 16'-0" 8'-10" 16'-0" 1690 600 1690 600 1616'-0" 11'-4" 16'-0" 9'-2" 16'-0" 8'-10" 16'-0" 25' BL (CAB. T, P. 32 PORTION ABANDONED BY THIS PLAT 4' PUBLIC WME BY THIS PLAT 20' BL 17 5 BL 5' BL 4' PRIVATE WME BY THIS PLAT 17.5' BL20' BL 20' BL 20' BL 20BL 20BL 6.5' BL 6.5' BL 5 -005' BL 5' BL 5' BL 3/64" = 1'-0" 1 SITE PLAN NORTH 1 SITE PLAN 25
26
DW W D A U-3 U-1 U-2 U-2 U-3 1D 1D 1C 1.3 1.5 1.5 1.6 1.6 1.1 1.1 1B 1B 1A 1A 1.2 9'-3" 3'-3" 8'-6" 6'-0" 2'-6" 6'-0" 4'-4" 5'-2" 12'-7" 25'-5" 3'-4" 09A 02 04 04 04 01 05 01 B B B B B B 03 2'-6" 2'-6" 2'-6" 1'-8" 3'-5" 2'-2" 2'-3" 9'-2" 3'-5" 4'-5" 12'-2" 12'-2" 20'-9" 21'-0" 3'-3" 45'-0" 2'-0" 5'-7" 4'-7" 16'-3" 7'-2" 2'-6" 4'-2" 7'-10" 3'-6" 5'-0" 12'-6" 8'-6" 14'-6" 9'-6" GARAGE DINING ROOM KITCHEN LIVING ROOM BEDROOM CLOSET OFFICE1/2 BATH FOYER CLST. BATH PANTRY 1 A1.05 2 A1.05 A1.04 1 A1.04 3 A1.04 2 A1.03 1 2'-10 1/4" 3'-2" 1D 1D 1C 1.3 1.5 1.5 1.6 1.6 1.1 1.1 1B 1B 1A 1A 1.2 BEDROOM BEDROOM CLOSET CLOSET COMMON ROOM BEDROOM CLOSET BATH BATH LAUNDRY 03 04 04 04 07 03 B A B B A B D 03 06 06 13'-8" 10'-7" 5'-4" 2'-8" 11'-3" 1'-6" 4'-10" 5'-0" 14'-6" 4'-10" 5'-0" 14'-6" 11'-2" 2'-8" 3'-2" 3'-5 1/2" 10'-10 1/2" 5'-6" 8'-2" 10'-10 3/4" 8'-5" 3'-7" 2'-4" 1'-4" 8'-8" 1 A1.05 2 A1.05 A1.04 1 A1.04 3 A1.04 2 3'-6" 2'-10" 2'-10" 2'-10" 3'-2" 2'-10" 2'-10" 3'-6" 24'-4" 4'-3 5/8" 13'-2 3/8" 1'-6" 43'-6" GENERAL FLOOR 1. THE GENERAL OF ANY NOTES ANY WORK 2. REFER TO 3. REFER TO FRAMES 4. REFER TO COMPLIANCE ACCESSIBILITY 5. ALL DIMENSIONS MASONRY OTHERWISE. 6. ALL GRID VERIFIED WORK. 7. ALL MISCELLANEOUS EXTERIOR HIGH-PERFORMANCE OTHERWISE. 8. PROVIDE ENTIRE SEPARATE SPRINKLER 9. FURNITURE, COORDINATED RESPONSIBILITY ACCOUNTED 10. PROVIDE FIXTURES, 11. CAULK WINDOW INSTALLED. 12. REFER TO BATH ACCESSORIES 13. SIGNAGE BUILDING REQUIREMENTS 14. ALL WALL CENTER 15. ALL DEVICES NEC REQUIREMENTS. 16. ALL WOOD PARAPETS, (PRESSURE) INTERIOR (FRTW). SHALL AND INTERIOR OR MASONRY 17. WHERE PARTS ACCESS RATED 18. ALL GYPSUM OR STRUCTURAL 19. REFER TO INFORMATION. 1/4" = 1'-0" 5 UNIT 1 -01 LEVEL 1/4" = 1'-0" 6 UNIT 1 -02 LEVEL A B C D E U-3 U-2 U-1 U-7B U-7A U-6 A B U-2 U-3 U-2 1'-6 7/8" 5'-6" 10'-9" 6'-9" 6'-9" 1'-4 3/4"EQ EQ 2'-6" 2'-6" 1'-6" 2'-6" 1'-11 1/4" 2'-6 1/4" 1'-6 1/4" EQ EQ EQ EQ 8'-0" 5'-6" 6'-0" 6'-0" 7'-1" EQ EQ 3'-0" 5'-4 1/4" 5'-3 3/4" EQ EQ EQ EQ EQ EQ 5'-3" 5'-9 1/2" EQ EQ 1'-7" 2'-0" EQ EQ EQ EQ EQ EQ 2'-6" 2'-6" 2'-6" RCP GENERAL NOTES • ALL LIGHTING FIXTURES AND ELECTRICAL EQUIPMENT ARE TO BE SPECIFIED BY OWNER. GC WILL CONSULT WITH OWNER PRIOR TO ORDERING AND INSULATION OF ANY EQUIPMENT. • RECESSED CAN LIGHTS RATED FOR MOISTURE APPLICATIONS ARE TO BE USED IN SHOWERS. CONTRACTOR TO COORDINATE ALL LIGHTING FIXTURE LOCATIONS PRIOR TO INSTALLATION AND VERIFY ANY DISCREPANCIES WITH THE DESIGNER OR OWNER PRIOR TO INSTALLATION. • EXHAUST FANS ARE TO BE INSTALLED IN AREAS WHERE MOISTURE AND WATER VAPOR IS POSSIBLE. SPACES CAN INCLUDE BUT ARE NOT LIMITED TO BATHROOMS KITCHENS UTILITY ROOMS LAUNDRY ROOMS • EXHAUST FANS SHOULD VENT TO THE OUTSIDE OF THE HOUSE AND NOT INTO THE ATTIC. • CONTRACTOR TO COORDINATE WITH DESIGNER AND OWNER FOR UNDER CABINET LIGHTING. • SMOKE DETECTORS/CARBON MONOXIDE DETECTORS ARE TO BE INSTALLED IN BEDROOMS/UTILITY ROOMS/KITCHEN ACCORDING THE RESIDENTIAL FIRE BUILDING CODES • THESE PLANS ARE NOT A SUBSTITUTE FOR PLANS DRAWN BY A MECHANICAL ENGINEER. CW RESIDENTIAL SERVICES CAN NOT BE HELD RESPONSIBLE FOR ANY DAMAGES TO STRUCTURE, PERSONS, OR PROPERTY DUE TO THE IMPROPER INSTALLATION OF UTILITIES AND THE FAILURE TO CONSULT AN ENGINEER. • CW RESIDENTIAL SERVICES RECOMMENDS THAT THE OWNER AND CONTRACTOR CONSULT A ELECTRICAL ENGINEER PRIOR TO STARTING CONSTRUCTION. ALL CEILING ARE TO BE 10' A.F.F. UNLESS OTHER WISE NOTED. CONTRACTOR IS TO COORDINATE PLACEMENT OF LIGHT FIXTURES, EXHAUST FANS AND AIR SUPPLY AND RETURN VENTS TO INSURE THERE IS NO INTERFERENCE BETWEEN COMPONENTS. LEGEND OUTLET DUPLEX:SINGLE BREAKER JUNCTION BOX OUTLET COMMUNICATIONS: TELEVISION 220 OUTLET:RANGE S SMOKE DETECTOR/CARBON MONOXIDE DOWNLIGHT- RECESSED CAN 6" LED - 120 V: SPECIFIED BY OWNER SMOKE/CARBON MONOXIDE DETECTOR S PENDANT LIGHT 120 V : SPECIFIED BY OWNER T HVAC THERMOSTAT: TO BE INSTALLED AT 54" A.F.F. ISSUE DATE ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC 920 S. MAIN STREET #150 GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX REDM INFRA TIMBER CREEK WILLOWS 08 JULY 2022 21024 121 WEST SOUTHWEST PARKWAY LEWISVILLE, TEXAS 1/4" = 1'-0" 1 Unit A1 -LEVEL 01 1'-6 7/8" 5'-6" 10'-9" 6'-9" 6'-9" 1'-4 3/4"EQ EQ 2'-6" 2'-6" 1'-6" 2'-6" 1'-11 1/4" 2'-6 1/4" 1'-6 1/4" EQ EQ EQ EQ 8'-0" 5'-6" 2'-2" 2'-2" 6'-0" 6'-0" 7'-1" EQ EQ 3'-0" 5'-4 1/4" 5'-3 3/4" EQ EQ EQ EQ EQ EQ 5'-3" 5'-9 1/2" EQ EQ 1'-7" 2'-0" 2'-6" 4'-0" EQ EQ EQ EQ EQ EQ 2'-6" 2'-6" 8'-0" 10'-5" 2'-6" 2'-6" 2'-6" 2'-6" EQ EQ 2'-6" 2'-6" 4'-4 1/2" 2'-6" 3'-10 1/4" 1/4" = 1'-0" 1 Unit A1 -LEVEL 01 1/4" = 1'-0" 2 Unit A1 -LEVEL 02 UNIT
FIRST FLOOR FIRST FLOOR - RCP SECOND FLOOR SECOND FLOOR - RCP 27
01 OF 07
01_LEVEL 0' - 0" 02_LEVEL 10' - 8" ROOF PLANS 19' - 8" GROUND -0' - 6" B A B A B B B 01 4'-10 5/8" 2'-6" 4'-10 5/8" ST 1 ST 2 ST 1 BR Precast concrete 13'-11" 01_LEVEL 0' - 0" 02_LEVEL 10' - 8" ROOF PLANS 19' - 8" GROUND -0' - 6" 01_LEVEL 0' - 0" 02_LEVEL 10' - 8" ROOF PLANS 19' - 8" GROUND -0' - 6" BR BR 2 ST STU1 STUCCO ELEVATION KING BR1 ST1 TUSCANY ADDITIONAL ALL • MECHANICAL ZONING UTILITY • KING MATCHED ST2 SAN KING BR2 STU2 STUCCO WD HARDIE 1/4" = 1'-0" 1 FRONT ELEVATION @ UNIT 01 1/4" = 1'-0" 2 REAR ELEVATION @ UNIT 01 1/4" = 1'-0" 3 SIDE ELEVATION @ UNIT 01 01_LEVEL 0' - 0" 02_LEVEL 10' - 8" ROOF PLANS 19' - 8" GROUND -0' - 6" 1D 1C 1B 1A A1.05 01_LEVEL 0' - 0" 02_LEVEL 10' - 8" ROOF PLANS 19' - 8" GROUND -0' - 6" 1.5 1.6 1.1 A1.05 SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE SIX DEVELOPMENT SERVICES, LLC GRAPEVINE, TX 76051 972.677.9075 TYPE-SIX SHEET NAME UNIT 01 - UNIT SECTIONS REDM INFRA TIMBER CREEK WILLOWS 08 JULY 2022 21024 121 WEST SOUTHWEST PARKWAY LEWISVILLE, TEXAS 1/4" = 1'-0" 1 TRANSVERSE SECTION @ UNIT 01 1/4" = 1'-0" 2 LONGITUDINAL SECTION @ UNIT 01 #RevisionDate ELEVATIONS SECTION 28
TANNAHILL TAVERN
A venue for Food, Drinks & Music
THIS PROJECT IS A FINISH OUT PROJECT. LOCATED IN THE HISTORIC DISTRICT OF THE STOCKYARDS IN MULE BARN. THE FINISH OUT PROJECT IS A TWO LEVEL RESTAURANT AND MUSIC HALL OF 30,000 SQ FT WITH AN A-2 OCCUPANCY AND FULLY SPRINKLED BUILDING.
CONSTRUCTION TYPE = II-B FULLY SPRINKLED
NFPA 13
OCCUPANCY = A-2
29
30
UP UP DN DN DN FREEZER RECEIVING DESK D DD D D D trash trash trash h box box smoker DD G ALIGN ALIGN EN EM EM EL EL EK EK EJ EJ EH EH EG EG 27 26 24 21 20.2 19 18 18 17 17 16.2 15 15 EF EF ED ED EC EC EB EB EA EA 13 13 12 12 NOT IN PROJECT SCOPE EF.8 EM.6 15.2 15.2 12.1 12.1 05 A8.00 BAR 11 KITCHEN 10 MENS ROOM 07 WOMENS ROOM 08 A12.01 02 RETAIL 01 WOMENS RR 27 STORAGE 09 BOX OFFICE 30 MANAGER 30A PIZZA SHOP 29 GREEN ROOM 19 TRASH 18 AVIT 17 RR 20 BACKSTAGE 16 ELEC 21 BAR 13 BAR 23 STAGE 15 VIP 14 WALK IN COOLER 22 BAR 04 06 A8.00 03 A8.00 04 A8.00 4' 0" MOVABLE STAGE LIFT VENUE HALL 12 BAR SEATING 02 RESTAURANT 03 MACHINE 05 CORRIDOR 06 02 06 07 08 09 10 11 32 31 30 13 25 24 20 18 19 23 21 15 16 05 22 17 12 04 C A10.00 06 26'-5 1/4" 25'-0" 25'-0" 18'-1" 6'-11" 19'-8 1/4" 5'-3 3/4" 13'-8 3/4" 10'-1 1/2" 1'-1 3/4" 25'-0" 13'-5 1/2" 6'-8 1/4" 9'-8 1/4" 15'-0" 15'-0" 14'-0" 15'-0" 15'-0" 1'-4" 13'-8" 14'-0" 15'-0" 15'-0" 16'-4 1/2" 3'-2" 13'-0" 17'-0" 8'-7 1/2" 5'-10 3/4" 13'-9 1/2" 16'-0" 9'-0" 6'-10" 3'-8" 19'-4 3/4" 6'-0" 4'-2" 8'-0" 3'-8" 37'-6 1/2" 5'-5 1/2" 5'-10" 7" 1'-5" 11" A5.00 01 7'-10" 4'-10" 15'-10" 10'-5" 13'-11 3/4" 28'-1 1/2" 19'-1 1/2" 4'-3" 4'-11" 6'-4 3/4" 1'-4" 8'-2" 9'-4" 8'-4 1/4" 2'-4 1/2" 7'-6" 7'-6" 2'-5 3/4" 1'-2 1/2" 23'-8 1/4" 13'-2 3/4" 10'-5 1/2" 52'-1 1/2" 7'-6 3/4" A12.00 02 A12.02 02 7'-6 1/2" 9'-5" 16'-3 1/4" 8'-9 3/4" 32'-5" 25'-6 1/2" 6'-2" 14'-9 1/2" 14'-9" A10.03 02 41'-8" 14'-5 1/2" 3'-11 1/2" 01 A8.00 A10.03 01 P6 P6 P3 P3 P2 P1 P7 P6 A12.00 03 28'-2" 7'-10 1/4" 5'-6" 24'-11 3/4" 6'-7" 26'-0 1/2" 16'-1 3/4" 14'-1 3/4" 4'-0 3/4" P2 P1 P1 P1 P1 P1 P1 P2 P1 P1 P1 P1 P1 P1 P1 P1 P2 P1 P4 P1 P1 P1 P6 P1 P2 P1 P1 16'-2 1/4" 3'-11 1/2" 5'-9 1/4" 16'-1 1/4" 6'-9 3/4" 16'-6 3/4" 13'-11" 3'-9" 3'-7 1/4" 28'-8" 11 1/4" 8'-10 1/4" 2'-5" 8'-11 3/4" 0' 6" 5'-8" 4'-6 1/4" 9'-3 1/4" 10'-7" 5'-8 1/2" 19'-2 3/4" 2'-9 1/4" 17'-4" 2'-4 3/4" 4'-3" 9'-2" 11 1/2" 22'-9 1/2" 32'-10 1/4" 3'-8 3/4" 26 28 27 4'-10" 7'-4" 5'-4" JAN. CLOSET 07A 07A B A MEN'S RR 26 SIM. P6 SIM. P6 SIM. P6 SIM. P7 48'-7" 12'-11" 1'-0" 18'-4 1/2" 30'-3 3/4" 6'-2 1/2" CLEAR 4'-7 1/2" P4 P4 P4 P4 W/D P2 P2 01 01 01 02 02 01 01 2'-5 1/2" 4'-1" 02 3'-8" 7'-3" 01 02 02 02 02 02 02 02 02 02 05 05 05 05 05 06 03 D 07 08 A6.00 01 Sim 0' - 6" 1/8" = 1'-0" 01 FIRST FLOOR First Floor 31
DN DN CC H EN EM EL EK EJ EH EG EG 27 26 24 21 20.2 19 19 18 18 17 17 16.2 15 15 EF EF ED ED EC EC EB EB EA EA 13 13 12 12 OPEN TO BELOW NOT IN PROJECT SCOPE EC.2 EC.2 EF.8 EM.6 15.2 15.2 EA.1 EA.1 12.1 12.1 05 A8.00 ELEC. 43 WATER HEATER 44 MEN RR 40 STORAGE 42 WOMEN RR 39 STORAGE 45 BAR 41 BOX ROOM 38 VESTIBULE 37 STAFF CORRIDOR 265 06 A8.00 03 A8.00 04 A8.00 STORAGE 32 ELECTRICAL 33 WATER HEATER 34 VESTIBULE 36 OPEN TO BELOW MEZZANINE SEATING 31 CORRIDOR 35 34 35 33 36 37 39 43 41 38 45 46 44 47 48 49 42 40 51 50 A10.00 05 26'-5 1/4" 25'-0" 25'-0" 18'-1" 6'-11" 19'-8 1/4" 5'-3 3/4" 13'-8 3/4" 10'-1 1/2" 1'-1 3/4" 25'-0" 13'-5 1/2" 2'-0 1/2" 14'-0" 43'-7" 30'-2" 2'-9" 22'-3 3/4" 14'-10" 8'-0 3/4" 2'-1" 3'-7" 11'-10 3/4" 11'-2" 15'-1" 10'-2 1/2" 40'-3 1/2" 12'-0" 11'-5 3/4" 3'-2" 10'-2" 3'-8 1/4" 8'-3 3/4" 5'-11" 10'-6" 6'-11" 51'-5 1/4" 1'-2 3/4" 9'-5 3/4" 5'-7" 40'-7 1/4" 5'-3" 26'-5" 5'-11" 9'-9 3/4" 7'-10" 2'-4" 50'-1 1/4" 9'-5 3/4" 19'-0 3/4" 6'-9 3/4" 7'-3" 19'-2" 25'-7" 29'-9 1/4" 7'-6 3/4" 3'-2 1/2" 15'-9 3/4" 6'-7" 14'-10" 3'-7 3/4" 3'-5 1/4" 2'-2" 14'-10" 4'-6" 22'-4 1/4" A12.03 02 01 A8.00 8'-6 3/4" 6'-9" 9'-5" 1'-2" 4'-0 3/4" P6 P6 P1 P1 P7 P7 P7 P7 P6 P6 P6 P6 P7 P2 P2 P2 P2 P2 P2 P2 P2 P1 P1 P1 P1 P2 P1 P1 P1 P1 P1 P9 P9 05 A0.00 02 1/8" = 1'-0" 01 SECOND FLOOR (MEZZANINE) Second Floor 32
FIRE & LIFE SAFETY FLOOR PLANS
9'-0" UP UP DN DN KITCHEN NOT IN SCOPE THIS AREA IS NOT INCLUDED IN THE BUILDING AREA CALCULATIONS EGRESS PATH BY LANDLORD. OCCUPANCY GROUP LEGEND Accessory Storage Areas, Mechanical equipment rooms Assembly Standing Space Assembly Unconcentrated (tables & chairs) Business Kitchen Commercial Mercantile Areas on Other Floors Stages & Platforms Warehouses MAIN BAR KITCHEN 335 SF BAR W/ COOLER BAR KITCHEN BAR SEATING RESTAURANT BAR KITCHEN 4771 SF VENUE HALL 982 SF STAGE RETAIL MERCANTILE 3510 SF BAR LOUNGE RESTAURANT ASSEMBLY 30 SF BAR SEATING KITCHEN RESTAURANT BAR SEATING ASSEMBLT ASSEMBLY 185 SF TRASH GREEN ROOM ASSEMBLY 198 SF PIZZA BOX OFFICE 49 SF MANAGER BACKSTAGE WAREHOUSE LOAD LIFE SAFETY -DOOR EGGRESS ACTUAL LOAD 170 160 11 337 225 02 LOAD LOAD 350 264 15 LOAD 170 225 03 77 SF AV 44 SF STOR. 77 SF ELECTRICAL LOAD LOAD 320 225 04 CAPACITY LIFE SAFETY -DOOR EGGRESS 320 225 05 337 225 01 FE CAPACITY LIFE SAFETY -DOOR EGGRESS ACTUAL 350 233 07 LOAD 170 85 CAPACITY LIFE SAFETY -DOOR EGGRESS ACTUAL 350 233 09 CAPACITY LIFE SAFETY -DOOR EGGRESS ACTUAL 170 12 06 CAPACITY LOAD LIFE SAFETY -DOOR EGGRESS ACTUAL 170 20 14 LOAD LIFE SAFETY -DOOR EGGRESS ACTUAL LOAD 350 289 16 OCC. OCC. OCC. 66 OCC. 10 OCC. 2 OCC. 49 OCC. OCC. 16 OCC. OCC. CAPACITY LOAD LIFE SAFETY -DOOR EGGRESS ACTUAL 170 66 12 OCC. LOAD LOAD 170 160 13 1 OCC. LOAD 350 100 10 NOT IN SCOPE THIS AREA IS NOT INCLUDED IN THE BUILDING AREA CALCULATIONS OPEN TO BELOW NOT ACCESIBLE TO PUBLIC AND LIMITED STAFF EMPLOYEE ONLY LIFT. NOT PART OF EGRESS P3 P3 BOX ROOM ASSEMBLY BAR SEATING MEZZANINE SEATING WATER HEATER ACCESSORY ELECTRICAL 455 SF STORAGE 39 SF ELEC. ACCESSORY 267 SF STORAGE 83 SF BAR MEZZANINE SEATING ASSEMBLY OCC. OCC. OCC. OCC. LOAD 350 102 17 LOAD LOAD 350 102 18 CAPACITY170 102 19 P3 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES OCCUPANCY OCCUPANT LOAD WATER CLOSETS MALE FEMALE MALE FEMALE LAVATORIES VENUE - ASSEMBLY STANDING SPACE STAGE WAREHOUSE KITCHEN 955 66 3 19 11.97 0.14 0.01 0.09 0.09 2.4 0.14 0.01 0.09 11.97 0.14 0.01 2.4 0.14 0.01 0.09 DRAWING LEGEND 1 HR RATED WALL 2 HR RATED WALL STAT TEX E F O A D 26067 R EGISTERED ARCHI HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYPE-SIX DESIGN AND DEVELOPMENT SERVICES 920 MAIN ST. #150 GRAPEVINE, TX 76051 hayes.hinkle@type-six.com 817-690-2195 TYPE-SIX SHEET NAME 3/25/20224 G1.02 FIRE & LIFE SAFETY FLOOR PLANS BARN E, E4 TANNAHILL TAVERN 03/25/2022 122 E EXCHANGE AVE. SUITE 200 FORT WORTH, TEXAS TRAVEL DISTANCE PATHS PATH LENGTH P190'-0" P3288'-6" P4158'-4" P570'-0" OCCUPANCY COUNT FIRST FLOOR Area Occupancy Key Load Factor Occupancy Count AV Accessory Storage Areas, Mechanical equipment rooms 77 SF3001 BACKSTAGE Warehouses 1009 SF5003 BAR Kitchen Commercial 154 SF2001 BAR LOUNGEAssembly Unconcentrated (tables & chairs)3510 SF15234 BAR SEATINGAssembly Standing Space 243 SF549 BAR SEATING KITCHENAssembly Standing Space 30 SF57 BAR W/ COOLERKitchen Commercial 335 SF2002 BOX OFFICE Mercantile Areas on Other Floors 122 SF603 ELECTRICAL Accessory Storage Areas, Mechanical equipment rooms 77 SF3001 GREEN ROOMAssembly Unconcentrated (tables & chairs)609 SF1541 KITCHEN Kitchen Commercial 2215 SF20012 MAIN BAR Kitchen Commercial 198 SF2001 MANAGER Business 49 SF1501 PIZZA Kitchen Commercial 198 SF2001 RESTAURANT Assembly Unconcentrated (tables & chairs)2877 SF15192 RESTAURANT BARKitchen Commercial 55 SF2001 RESTAURANT BAR SEATING Assembly Standing Space 75 SF516 RETAIL Mercantile Areas on Other Floors 324 SF606 STAGE Stages & Platforms 982 SF1566 STOR. Accessory Storage Areas, Mechanical equipment rooms 44 SF3001 TRASH Accessory Storage Areas, Mechanical equipment rooms 185 SF3001 VENUE HALL Assembly Standing Space 4771 SF5955 VIP Assembly Unconcentrated (tables & chairs)143 SF1510 TOTAL FIRST FLOOR OCCUPANCY 18280 SF 1605 1/16" = 1'-0" 02 FIRST FLOOR 1/16" = 1'-0" 01 SECOND FLOOR (MEZZANINE) OCCUPANCY COUNT (MEZZANINE) Room Name Area Occupancy Key Area Load Factor Occupancy Count BOX ROOM Assembly Unconcentrated (tables & chairs) 1431 SF1596 BAR SEATING Assembly Standing Space 67 SF514 MEZZANINE SEATINGAssembly Unconcentrated (tables & chairs) 745 SF1550 WATER HEATERAccessory Storage Areas, Mechanical equipment rooms 283 SF3001 ELECTRICAL Accessory Storage Areas, Mechanical equipment rooms 130 SF3001 STORAGE Accessory Storage Areas, Mechanical equipment rooms 455 SF3002 ELEC. Accessory Storage Areas, Mechanical equipment rooms 39 SF3001 WATER HEATERAccessory Storage Areas, Mechanical equipment rooms 48 SF3001 STORAGE Accessory Storage Areas, Mechanical equipment rooms 267 SF3001 BAR Kitchen Commercial 83 SF2001 MEZZANINE SEATINGAssembly Unconcentrated (tables & chairs) 428 SF1529 TOTAL SECOND FLOOR OCCUPANCY 197 #RevisionDate
33
T62 T62 T62 T62 T62 T62 T62 T62 C56 C56 M52 M52 EN EN EM EM EL EL EK EK EJ EJ EH EH EG EG 27 27 26 26 24 24 21 21 20.2 19 19 18 18 17 17 16.2 15 15 EF EF ED ED EC EC EB EB EA EA 13 13 12 12 5/8" GWB. 14' -11" 5/8" GWB. 14' -11" EC.2 EC.2 EF.8 EM.6 15.2 15.2 EA.1 12.1 12.1 GYP CEILING NOT IN PROJECT SCOPE 7' -0" A12.03 OPEN TO ABOVE OPEN TO ABOVE 1/8" = 1'-0" 02 SECOND FLOOR RCP (MEZZANINE) LOW ROOF D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D50 D52 D50 D50 D50 D51 D50 D50 D50 M55 M56 M56 M56 M56 M56 M56 M56 M56 L83 EN EM EL EL EK EK EJ EJ EH EH EG 27 26 26 24 24 21 21 20.2 19 19 18 18 17 17 16.2 15 15 EF EF ED ED EC EC EB EB EA EA 13 13 12 12 NOT IN PROJECT SCOPE 5/8" GWB. EC.2 EF.8 EM.6 15.2 15.2 EA.1 12.1 12.1 8' -4" 5/8" GWB. 8' -6" 5/8" GWB. 8' -0" 5/8" GWB. 5/8" GWB. 9' -4" 5/8" GWB. 12' -0" 9' -6" 9' -6" 5/8" GWB. 5/8" GWB. 9' -0" 5/8" GWB. 8' -0" 9' -0" 7' -0" A12.00 05 01 A12.02 03 04 A10.03 A12.00 04 03 Sim 1/8" = 1'-0" 01 FIRST FLOOR First Floor - RCP
Floor - RCP 34
Second
UP D D D D hsart D H D DN F R T F O RS CO D F OO ME Z N N 0EK EK EJ EJ 15 15 13 13 15.2 15.2 R A D W D T 71 4 91 1 03 A10.00 04 A10.00 A11.00 08 9 EQUAL TREADS 9'-2" 02 A10.00 P2 P2 2'-0 1/2" 6'-2" 8'-1 3/4" 11'-4 P1 45 00 2-1 3-5 7-33/4" 1-43/4" P9 P9 P9 45 35 5-2 10'-1/ P8 P8 EK EK EJ EJ 15 15 15.2 15.2 R E A D W D H0 4 3'-2" 10 EQ TREADS 9'-2" OVERALLCLRWIDTH 5-10 4-9 8EQTREADS 7-4 13500 03 A10.00 2-8 8EQTREADS 7-4 4 TREADWDTH 5-2 4 04 A10.00 1A11.00 071 02 A10.00 FIRST FLOOR 0' - 0" SECOND FLOOR (MEZZANINE) 10' - 4" 02 A10.00 A10.01 08 A10.01 03 MACHINE 05 FIRST FLOOR 0' - 0" SECOND FLOOR (MEZZANINE) 10' - 4" EJ A10.01 04 Sim FIRST FLOOR 0' - 0" SECOND FLOOR (MEZZANINE) 10' - 4" HIGH ROOF 25' - 8" 03 A10.00 MACHINE 05 3/8" = 1'-0" 06 ENLARGED FLOOR PLAN-MONUMENTAL STAIR FIRST FLOOR 3/8" = 1'-0" 05 ENLARGED FLOOR PLAN-MONUMENTAL STAIR LEVEL MEZZANINE 01 STAIR AXON 3/8" = 1'-0" 03 MONUMENTAL STAIR SECTION 3/8" = 1'-0" 04 MONUMENTAL STAIR SECTION 3/8" = 1'-0" 02 MONUMENTAL STAIR SECTION MONUMENTAL STAIR DRAWINGS 35
F RST F OOR 0SECOND FLOOR MEZZAN NE 10 - 4 LOW ROOF 18 - 2 EJ EJ 02 A11.00 HOISTWAY CLEAR REQUIREMENT 6'-10" C O D O O 33 H O S W A Y C E A R5 A11.00 06 A11.00 05 A11.00 04 A11.00 03 F N S H E D H O S W A Y O P E N N G 56 FINISHED HOISTWAY OPENING 6'-11" A11.00 09Sim A11.00 11 Sim A11.00 10Sim A11.00 11 Sim A11.01 2 A11.01 3 A11.01 4 A11.01 5 A11.01 6 P12 P11 P11 P8 MECHANICS FIRST FLOOR 0' - 0" SECOND FLOOR (MEZZANINE) 10' - 4" L V A O D O O P E M A N U F A C T U R R 7D E P H P R M R 1E E V A O R D O O R E R M A N U A C U R R2 V R Y O V R R U N W H M A N U A C U R E 1 00 PIT WIDTH PER MFR. 6'-11" EJ EJ 02 A11.00 A11.00 06 A11.00 05 A11.00 04 A11.00 03 FINISHED HOISTWAY OPENING 6'-11" HOISTWAY CLEAR REQUIREMENT 6'-10" F N S H E D H O T W A Y O P E N N G 56 H O S W A Y C E A R R Q U E M N 55 C L O F D O O R 3A11.01 2 OH A11.01 6 Sim A11.01 6 Sim A11.01 7 STAINED WOOD PANELS GLASS AND METAL DOORS STAINED WOOD FRAME 5" OVERALL CAB HEIGHT 7' 0" 3' 0" FIRST FLOOR 0' - 0" REFERENCE ID ON FINISH SELECTION FIRST FLOOR 0' - 0" FIRST FLOOR 0' - 0" SECOND FLOOR (MEZZANINE) 10' - 4" 113 / 72 117 73 1 2 AREA OF OPEN MESH TO HAVE LAMINATED GLASS BACKUP. DECORATIVE MTL. SCREEN ATTACHED TO WALL FACE. REFERENCE ID ON FINAL SELECTION FIRST FLOOR 0' - 0" DECORATIVE MTL. SCREEN ATTACHED TO WALL FACE. REFERENCE ID ON FINAL SELECTION 1/2" = 1'-0" 08 ELEVATOR PLAN-FIRST FLOOR 01 Elevator 3D VIEW 1/2" = 1'-0" 02 Section 48 1/2" = 1'-0" 07 ELEVATOR PLAN-SECOND FLOOR (MEZZANINE) 1/2" = 1'-0" 11 ELEVATOR CAB 1/2" = 1'-0" 10 ELEVATOR 1/2" = 1'-0" 09 ELEVATOR 1/2" = 1'-0" 04 ELEVATOR ELEVATION-LEVEL MEZZANINE ENTRY 1/2" = 1'-0" 05 ELEVATOR ELEVATION-NORTH 1/2" = 1'-0" 06 ELEVATOR ELEVATION-FIRST FLOOR ENTRY 1/2" = 1'-0" 03 ELEVATOR ELEVATION-SOUTH ELEVATOR DRAWINGS AND DETAILS 36
EN EM EL EK EJ EH EM.6 A8.00 03 A8.00 REF. TO ID DRAWINGS FOR 1/8" = 1'-0" 06 BUILDING SECTION LOOKING NORTH BUILDING SECTION LOOKING NORTH 37
HIGH ROOF 25' - 8"
LOW ROOF
18' - 2"
SECOND FLOOR (MEZZANINE)
10' - 4"
FIRST FLOOR 0' - 0"
EG EF ED EC EB EA EC.2 EF.8 EA.1 05 A8.00 04 A8.00 FOR ALL FINISHES & INTERIOR DETAILS. ARCH ELEVATIONS ARE FOR REFERENCE ONLY 38
39
THIS PROJECT IS A FINISH OUT PROJECT. LOCATED IN THE HISTORIC DISTRICT OF THE STOCKYARDS IN MULE BARN. THE FINISH OUT PROJECT IS A TWO LEVEL RESTAURANT AND MUSIC HALL OF 30,000 SQ FT WITH AN A-2 OCCUPANCY AND FULLY SPRINKLED BUILDING.
CONSTRUCTION TYPE = II-B FULLY SPRINKLED
NFPA 13
OCCUPANCY = A-2
Clubhouse @University Village
The Clubhouse
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10.0 10.0 9.0 9.0 8.0 8.0 6.0 6.0 7.0 7.0 5.0 5.0 3.0 3.0 2.0 2.0 4.0 4.0 1.0 1.0 0.0 0.0 A A D D F F G.1 G.1 H H J J E E C B 3.5 3.5 G G 9" 12" 4" 12" 6" 12" 6" 12" 4" 12" 9" / 12" 9" 12" 9" 12" 9" 12" 9" / 12" DS S D D D D D 2 DS2 1/4" 12" 1/4" 12" D 2 R DGE V N UBM AL R DGE V N UBM AL DG VENT UBM A APPROVED B SU M TA SO S A PROV D BY S M AL SOF VEN S APPROVED B APPROVED B SU M A APPROVED B UBM T A O F T V NT O O F T V NT O O F T V NT AP ROV D BY UBM T A O F T V NT AP ROV D Y UBM T A MANU C U COMM N A R VA ON OR H NG CO O CON A OR O RO E A M N MUM OF A WA AN 3. MAINTAIN MINIMUM 3" PER 1' SLOPE TOWARD DRAIN AT ALL LOCATIONS. VERIFY REQUIREMENTS WITH SHINGLE AMANUFACTURERS PRIOR TO INSTALLATION. 6. COORDINATE ALL ROOF TOP UNIT LOCATIONS WITH MECHANICAL SEE MECHANICAL/PLUMBING FOR ADDITIONAL ALL VENT PIPES, ETC. ENDING ABOVE THE ROOF SURFACE MUST BE PAINTED A COLOR THAT BLENDS WITH THE ROOF COLOR. ROOF PLAN GENE A NO STAT TEX OF AS R EGSTERE ARCHT C T HY HNKLE ISSUE DATE ISSUED FOR ARCHITECTTYPE-SIX A1.02 ROOF PLAN VERTURO INTEREST UNIVERSITY VILLAGE CLUBHOUSE APR 26 2022 PROJECT # 21029 EDINBURG, TX 3/16" = 1'-0" 2.0 2.0 1.0 1.0 0.0 0.0 NORTH ELEVATION SOUTH ELEVATION A4.01 A A D D F F G.1 G.1 H H J J E E C B G G A7.02 A6.00 A6.00 A6.00 A6.00 A6.00 A6.00 LOCATIONS OF ALL MECHANICAL PRIOR TO FABRICATION AND FOR ADDITIONAL INFORMATION. 3. LIGHT FIXTURES ARE DIAGRAMATIC, LIGHT FIXTURE LOCATIONS MEP/STRUCTURAL BEFORE 10.0 10.0 9.0 9.0 8.0 8.0 6.0 6.0 7.0 7.0 5.0 5.0 3.0 3.0 2.0 2.0 4.0 4.0 1.0 1.0 0.0 0.0 A4.01 2 EAST ELEVATION A4.00 4 NORTH ELEVATION A4.00 3 SOUTH ELEVATION A4.01 1 WEST ELEVATION 1 A5.00 A A D D F F G.1 G.1 H H J J E E C B 2 A5.00 1 A5.01 3.5 3.5 2' 2" 6' - 0 3/4" 1 3/4" 7' - 0" 12' - 1 1/2" 13' - 5 1/2" 2' - 0 1/4" 2' - 5 3/4" 2' 6 1/4" 2' - 6 1/4" 4' - 0" 7 1/2" 5' 7 3/4" 2 3/4" 3' - 0" 3' - 0 1/4" 3' - 0" 6" 9' - 0" 13' - 11 1/2" 8'9" 3'0" 1' 0" 5'0" 1'0" 1'0" 8' 0" 6'3 3/4" 1'4" 2'0" 6" 3' 0" 16'9" 9'2 3/4" 5' 1 1/2" 2' 5" 14' 5 1/2" 1' - 0" 5' - 4 1/2" 9' 0" 13' 1" 2'0" 29' 0" 5' 7 1/4" 4' 4" 6' 0 3/4" 2' - 0" 7" 15' - 4" 9' 7" 6' - 11 1/4" 15' - 4 1/2" 11' - 2" 9'2" 15' 0" 12'0" 1' 4" 6' 0" 1' 1 1/2" 1' 2" 6' - 0" 10" 31'5 1/2" 7'6 1/2" 14' 5 1/2" 53' 5 1/2" 11' 8" 13' 8 1/2" 44'7 1/2" 18'3 1/4" 8' 9" 27' - 6" 33' - 5 3/4" 5' - 0 1/4" 28' - 5 1/2" 2' 2" 6' - 0 3/4" 19' - 3 1/4" 13' - 5 1/2" 52' - 6" G G 94' - 5 1/2" 93' - 5 1/2" 19'2" 8' 5 1/2" 3'0" 4' 6 1/2" 8' 0" 7'6 1/2" 6'5 1/2" 11' 9" 7' 6 1/2" 8' 0" 8' 0" 14' 0" 3' 5 1/4" 2'6 3/4" 31' 0" 8' 0" 14'0" 7' - 6 1/2" 6' - 6" 2' - 11 1/2" 2' - 0 1/2" 13' - 11" 1' - 6 3/4" 18' - 0" 6' - 5 3/4" 12' 6" 10' - 10" 2' 8" 8' - 8 3/4" 7' - 6 1/2" 8' - 8 3/4" 17' - 6 1/4" 9' - 2 3/4" 8' - 9 1/4" 2 A5.01 3 A5.01 A7.02 1 3 2 A7.02 5 4 A B C C C C D E F G H J K L M N P P 113 103 105 106 108 112 111 110 114 115 107 102 117 118 116 120 119 101 109 9' 0" 100 EQ EQ 104 OFF CE 111 SECUR TY CLOSET 113 STORAGE 112 GYM ENTRY 104 TLT 102 TLT 103 GYM 101 MA N ENTRY LOUNGE 100 CORR DOR 105 STORAGE 106 UT L TY/MECH 107 TLT 109 TLT 108 OFF CE 110 BUS NESS CENTER 114 MP K TCHEN 116 MULT PURPOSE ROOM 115 GENERAL FLOOR PLAN NOTES • THE GENERAL CONTRACTOR SHALL NOTIFY ANY DISCREPANCIES BETWEEN THE DRAWINGS, AND FIELD CONDITIONS BEFORE COMMENCING AND REQUEST CLARIFICATION IN WRITING. • REFER TO A8.00 FOR WALL PARTITION TYPES. • REFER TO SHEET A6 01 FOR DOOR SCHEDULES, AND DOOR TYPES. GC TO VERIFY BEFORE SUBMITTAL. REFER TO SHEET A6 00 FOR WINDOW SCHEDULES, FRAMES, AND WINDOW TYPES. GC TO CONSTRUCTION BY SUBMITTAL. • REFER TO SHEET G1 01 - G2 04 FOR CODE COMPLIANCE INFORMATION, GENERAL DETAILS, LEGENDS & ABBREVIATIONS AND • PROVIDE ACCESSIBLE ROOMS PER THE STANDARDS. REFER TO G1 0 - G2 4 FOR INFORMATION. • PLAN DIMENSIONS INDICATED ARE FROM FACE OF STUD OR NEAREST COLUMN GRID, NOTED OTHERWISE. • EXTERIOR WALLS ON THIS PLAN ARE SHOWN STUDS. REFER TO STRUCTURAL FOR ADDITIONAL GC TO PROVIDE AND COORDINATE NECESSARY FOR SURFACE MOUNTED FIXTURES, ACCESSORIES, EQUIPMENT. GC TO VERIFY BEFORE CONSTRUCTION SUBMITTAL. • FINISHES SHALL MEET PROPER FLAME SPREAD SPREAD RATINGS, PER 2015 FC SECT O ALL GRID LOCATIONS AND GRID DIMENSIONS VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT WORK. REF STRUCTURAL. • FINAL ROOM NAMES AND SIGNAGE SHALL OWNER PRIOR TO SIGNAGE PURCHASE TO VERIFY BEFORE CONSTRUCTION BY CONNECT MAIN ROOF DRAINS TO STORM OVERFLOWS TO DISCHARGE TO DAYLIGHT. PLUMBING FOR ADDITIONAL INFORMATION. • WALLS AND PARTITIONS WITHIN 2 FEET URINALS, AND WATER CLOSETS SHALL HAVE NONABSORBENT SURFACE, TO A HEIGHT FEET ABOVE THE FLOOR, AND EXCEPT FOR ELEMENTS, THE MATERIALS USED IN SUCH TYPE THAT IS NOT ADVERSELY AFFECTED ACCESORIES SUCH AS GRAB BARS, TOWEL DISPENESERS AND SOAP DISHES, PROVIDED WALLS, SHALL BE ISNTALLED AND SEALED STRUCTURAL ELEMENTS FROM MOISTURE. 3/16" = 1'-0" 1 FLOORPLAN FLOOR PLAN ROOF PLAN CEILING PLAN 41
GROUND LEVEL 0' - 0" TOP OF STOREFRONT 8' - 0" TOP PLATE 11' - 0" A D F G.1 H J E C B 2 A5.00 1 A5.01 G LOWER TOP PLATE 10' - 0" 3 A5.01 ROOF TRUSSES REF STRUCTURAL R-38 NSUALT ON ROOF RUSSES REF STRUCTURAL R-38 NSUALT ON EXTER OR WALL 2 X 6 WOOD STUD W H STONE (REF A2 0 EXTER OR ELEVAT ONS FOR MATER ALS W TH T ES ON A R/MO STURE BARR ER ON 1/2 PLYWOOD SHEATH NG REF: STRUCTURAL FOR WALL TYPES R-20 NSUALT ON TYP EXTER OR WALL 2 X 6 WOOD STUD W TH STONE REF A2 0 EXTER OR ELEVAT ONS FOR MA ER ALS) W TH T ES ON A R/MO STURE BARR ER ON 1/2 PLYWOOD SHEATH NG REF STRUCTURAL FOR WALL YPES R-20 NSUALT ON TYP EN RY DOOR REF A6 01 DOOR ESCHEDULE) STOREFRONT (REF A2 0 EXTER OR ELEVAT ONS FOR MA ER ALS) SOFF T VENTS BETWEEN TRUSSES R DGE VENTS R DGE VENTS R DGE VENTS VER FY BY SUBM TTAL TO OWNER/ARCH ECT R DGE VENTS SOFF T VENT 2.0 1.0 0.0 1 A5.00 ROOF TRUSSES REF S RUC URAL R-38 NSUALT ON EXTER OR WALL 2 X 6 WOOD STUD W TH STONE (REF A2 0 EX ER OR ELEVAT ONS FOR MATER ALS) W H ES ON A R/MO STURE BARR ER ON 1/2 PLYWOOD SHEATH NG REF STRUCTURAL FOR WALL TYPES R-20 NSUALT ON TYP EXTER OR WALL 2 X 6 WOOD STUD W TH S ONE (REF A2 0 EXTER OR ELEVA ONS FOR MATER ALS W H T ES ON A R/MO STURE BARR ER ON 1 2 PLYWOOD SHEA H NG REF STRUCTURAL FOR WALL TYPES R-20 NSUALT ON TYP STOREFRONT (REF A2 0 EXTER OR ELEVAT ONS FOR MATER ALS) R DGE VEN S VER FY BY SUBM TAL O OWNER ARCH TECT STAT TEX E OF AS D 26 67 R EGISTERED ARCHITEC T HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLED VE O M NT RV CE 910 SOUTH MAIN STREET #150 GRAPEVINE, TEXAS 76054 TYPE-SIX SHEET NAME 62722 7 4 M A5.00 BUILDING SECTIONS VERTURO INTEREST UNIVERSITY VILLAGE CLUBHOUSE APR 26 2022 PROJECT # 21029 EDINBURG, TX 1/4" = 1'-0" 1 LONGITUDINAL SECTION 1/4" = 1'-0" 2 TRANSVERSE SECTION_1 #RevisionDate BUILDING SECTIONS 42
GROUND LEVEL 0' - 0" TOP OF STOREFRONT 8' - 0" TOP PLATE 11' - 0" A D F G.1 H J E C B 2 A5.00 1 A5.01 G ST ST RF ST ST ST ST ST RF FA LOWER TOP PLATE 10' - 0" 3 A5.01 J 100 H F C K M 109 GROUND LEVEL 0' - 0" TOP OF STOREFRONT 8' - 0" TOP PLATE 11' - 0" A D F G.1 H J E C B 2 A5.00 1 A5.01 G ST GL ST RF RF ST ST ST ST ST ST FA FA LOWER TOP PLATE 10' - 0" 3 A5.01 B D 101 110 108 P P BY SUBMITTAL TO OWNER/ARCHITECT ADDI TI ONAL NOTES: ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT APPROVAL. • MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WITH ZONING ORDINANCES. • UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR • SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET DESIGN STANDARDS, FOR LOCATION ONLY • ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH SURROUNDING BUILDING FACADE. • STONE EXPANSION JOINTS PER MANUFACTER SPECS DArk bronze ROUGH CUT LIMESTONE OR SIMILAR RF ASPHALT LAMINATED SHINGLES - ONYX BLACK BY SUBMITTAL TO OWNER/ARCHITECT CONTINUOUS SEALANT, TOOL JOINT CONCAVE, COLOR TO MATCH MORTAR 1/4" = 1'-0" 1 WEST ELEVATION 1/4" = 1'-0" 2 EAST ELEVATION 12" = 1'-0" 3 STONE EXPANSION JOINT -TYP2 WEST ELEVATION EAST ELEVATION 43
GROUND LEVEL 0' - 0" TOP PLATE 11' - 0" 10.0 9.0 8.0 6.0 7.0 5.0 3.0 2.0 4.0 1.0 0.0 1 A5.00 3.5 RF 2 A5.01 LOWER TOP PLATE 10' - 0" C C 107 GROUND LEVEL 0' - 0" TOP PLATE 11' - 0" 10.0 9.0 8.0 6.0 7.0 5.0 3.0 2.0 4.0 1.0 0.0 1 A5.00 3.5 ST RF ST RF FA 2 A5.01 LOWER TOP PLATE 10' - 0" A N L SF STOREFRONT - BY SUBMITTAL TO OWNER/ARCHITECT GL ADD T ONAL NOTES: ALL SIGNAGE SUBJECT TO BUILDING INSPECTION DEPARTMENT APPROVAL. MECHANICAL UNITS SHALL BE SCREENED IN ACCORDANCE WITH CITY ZONING ORDINANCES. UTILITY BOXES AND CONDUIT SHALL BE PAINTED TO MATCH BUILDING COLOR SIGN DESIGNED AND FABRICRATED BY APPROVED VENDOR TO MEET DESIGN STANDARDS, FOR LOCATION ONLY • ALL UTILITY BOXES AND METERS SHALL BE PAINTED TO MATCH SURROUNDING BUILDING FACADE. • STONE EXPANSION JOINTS PER MANUFACTER SPECS RF ASPHALT LAMINATED SHINGLES - ONYX BLACK DOOR GLAZING - BY SUBMITTAL TO OWNER/ARCHITECT CONTINUOUS SEALANT, TOOL JOINT CONCAVE, COLOR TO MATCH MORTAR STAT TEX E OF AS D 26067 R EGISTERED ARCHITEC T HAYES HINKLE SHEET NUMBER ISSUE DATE ISSUED FOR PERMIT ARCHITECT D. HAYES HINKLE TYP -S X DEV LOPM N S RV CE GRAPEVINE, TEXAS 76054 TYPE-SIX SHEET NAME 6/2722 74 5 PM A4.00 BUILDING ELEVATIONS VERTURO INTEREST UNIVERSITY VILLAGE CLUBHOUSE APR 26 2022 PROJECT # 21029 EDINBURG, TX 1/4" = 1'-0" 3 SOUTH ELEVATION 1/4" = 1'-0" 4 NORTH ELEVATION 12" = 1'-0" 1 STONE EXPANSION JOINT -TYP #RevisionDate NORTH ELEVATION SOUTH ELEVATION 44
KARAN SOLANKI K S +1-9127555471 solanki.karan21@gmail.com
KARAN SOLANKI K S +1-9127555471 solanki.karan21@gmail.com