Architect's Project No: Date:
Department Legend Accessible Queen Activity Space Admin Aquatics Back of House Double Queen Food & Beverage Guestroom Support King Suite Meeting Public BOHCORRIDOR
Department Legend Accessible Queen Double Queen Guestroom Support King Suite ROOM TYPE 1ST LEVEL 2ND LEVEL3RD LEVEL DOUBLE QUEEN TOTAL TOTAL BY TYPE PERCENTAGE OF COUNT BY ROOM TYPE 100% FLOOR ROOM MATRIX BASEMENT ADA -DOUBLE QUEEN KING SUITE 11 1 25 3 1 35 3 35 4 103 11 4% 87% 9% 2939 39 118 Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 10:55:13 AM P1.2 2ND - 3RD FLOOR OVERALL PLAN 1/32" = 1'-0" 1 2ND AND 3RD FLOOR OVERALL PLAN Description Date
Department Legend Accessible Queen Aquatics Back of House Double Queen Guestroom Support King Suite ROOM TYPE 1ST LEVEL 2ND LEVEL3RD LEVEL DOUBLE QUEEN TOTAL TOTAL BY TYPE PERCENTAGE OF COUNT BY ROOM TYPE 100% FLOOR ROOM MATRIX BASEMENT ADA -DOUBLE QUEEN KING SUITE 11 1 8 2 1 25 3 35 1 35 3 103 11 4% 87% 9% 2939 39 118 Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 10:54:22 AM P1.3 LOWER LEVEL OVERALL PLAN 1/32" = 1'-0" 1 LOWER FLOOR -OVERALL PLAN Description Date
1ST FLOOR 100' - 0" 2ND FLOOR 111' - 0" 3RD FLOOR 122' - 0" ROOF 133' - 0" LOWER FLOOR 85' - 0" CONVENTION CENTER ROOF 128' - 0" 1ST FLOOR 100' - 0" 1ST FLOOR 100' - 0" 3RD FLOOR 122' - 0" ROOF 133' - 0" CONVENTION CENTER ROOF 128' - 0" LOBBY ROOF 113' - 0" LOBBY ROOF 113' - 0" 1ST FLOOR 100' - 0" 1ST FLOOR 100' - 0" DINING WING ROOF 118' - 6" POOL HALL ROOF EAVE 118' - 0" B.O. LOUNGE EAVE 128' - 0" 1ST FLOOR 100' - 0" 1ST FLOOR 100' - 0" 2ND FLOOR 111' - 0" 3RD FLOOR 122' - 0" ROOF 133' - 0" LOWER FLOOR 85' - 0" DINING WING ROOF 118' - 6" B.O. LOUNGE EAVE 128' - 0" Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 1:45:45 AM P2.0 ELEVATIONS - OVERALL NORTH ELEVATION -OVERALL SOUTH ELEVATION -OVERALL Description Date WEST ELEVATION -OVERALL EAST ELEVATION -OVERALL
1ST FLOOR 100' - 0" PARAPET 113' - 0" DINING WING ROOF 118' - 6" B.O. LOUNGE EAVE 128' - 0" 4.0 4.1 LOBBY ROOF B.O. C.C. ENTRY EAVE 122' - 6" 1ST FLOOR 100' - 0" 2ND FLOOR 111' - 0" 3RD FLOOR 122' - 0" ROOF 133' - 0" B.O. LOUNGE EAVE 128' - 0" 4.0 4.1 T.O. CHIMNEY 140' - 4" Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By:Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 1:49:32 AM P2.1 ELEVATIONS - LOUNGE MAIN ENTRY -SOUTH MAIN ENTRY -NORTH Description Date
1ST FLOOR 100' - 0" 1ST FLOOR 100' - 0" DINING WING ROOF 118' - 6" DINING WING ROOF 118' - 6" CONVENTION CENTER ROOF 128' - 0" B.O. C.C. EAVE 112' - 0" 5.3 5.5 5.7 5.8 5.9 5.13 5.1 5.14 5.15 5.11 5.91 1ST FLOOR 100' - 0" 1ST FLOOR 100' - 0" DINING WING ROOF 118' - 6" CONVENTION CENTER ROOF 128' - 0" B.O. PORCH EAVE 110' - 0" B.O. C.C. ENTRY EAVE 122' - 6" 5.5 5.7 5.8 5.0 5.14 5.15 5.2 5.12 5.10 5.16 1ST FLOOR 100' - 0" LOWER FLOOR 85' - 0" DINING WING ROOF 118' - 6" CONVENTION CENTER ROOF 128' - 0" B.O. PORCH EAVE 110' - 0" C1 C2 C11 C8 C12 C3 C4 C5 C6 C7 C9 C10 Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By:Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 1:55:44 AM P2.2 ELEVATIONS - CONVENTION CENTER CONVENTION CENTER -NORTH CONVENTION CENTER -SOUTH1 CONVENTION CENTER -EAST Description Date
Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 12:32:42 PM P4.0 FRONT ENTRY - DAY RENDERING Description Date
Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 12:33:21 PM P4.1 FRONT ENTRY - SNOW RENDERING Description Date
Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 12:34:35 PM P4.2 B GREY ROOF OPTION Description Date
Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 12:35:27 PM P4.4 LOUNGE INTERIOR - RENDERING Description Date
Drawing No: Architect's Project No: Date: Sheet title: Revisions: The drawings, specifications and other documents, including those in electronic form prepared by Hafer for this project are instruments of Service, and may be used solely with respect to this project. The documents may not be reproduced or modified by third party without first obtaining the express written consent of Hafer. Authorized use of electronic media or file does not guarantee that these files contain complete and accurate information. In order to insure the accuracy of the information contained and that no changes or modifications have been made, these files must be compared to the project's contract documents with stamped and sealed certification and applicable approved modifications. In association with: In-Progress Dwg Set Not for Construction Designed By: Drawn By: Checked By: v19 New Lodge: Potato Creek State Park 25601 State Road 4 North Liberty, IN 46554 State of Indiana Department of Administration Public Works Project No. 71013000-22-003-D1 Associate Architect: 319 N. Main, Suite 200 Springfield, MO 65806 T: 417.865.6100 Interior Design: 10681 Beacon Hill Drive Crown Point, IN 46307 T: 219.322.7841 618 E. Market St. Indianapolis, IN 46202 T: 317.263.0127 100 Park Avenue Beaver Dam, WI 53916 T: 920.887.7375 Landscape Architect: Civil/Structural Engineering: Aquatics Design: 302 N. East Street Studio One Indianapolis, IN 46202 T: 317.637.3204 Construction Administration: 119 W. Wayne St. Fort Wayne, IN 46802 T: 260.422.0783 9365 Counselors Row Suite 116 Indianapolis, IN 46240 T: 317.617.4270 Food Service: 2111-295 July, 2022 KEY PLAN 7/14/2022 12:35:47 PM P4.5 BOATSLIP VIEW - RENDERING Description Date
10.21.02 10.28.09 09.60.01 A5.3 16 PT4 T-1 T-1 VB-1 10.28.15 10.28.66 10.28.64 10.28.61 10.21.02 09.60.01 10.28.02 114 T-1 PT4 T-1 10.28.09 VB-1 10.28.19 09.60.01 10.28.09 10.28.24 A5.3 16 PT4 PT4 PT4 VB-1 10.21.02 10.28.24 09.60.01 PT4 VB-1 10.21.02 10.28.09 09.60.01 10.28.02 A5.3 16 PT4 T-1 VB-1 10.21.02 09.60.01 PT4 VB-1 PT4 09.60.01 10.28.02 10.28.09 A5.3 16 PT4 PT4 VB-1 112 09.60.01 10.21.02 10.28.15 10.28.61 10.28.66 10.28.24 10.28.09 10.28.02 T-1 T-1 VB-1 VB-1 MOUNTING HEIGHT SCHEDULE WALL-MOUNTED LAVATORY (ACCESSIBLE) PROVIDE 27" MIN. KNEE SPACE BABY CHANGING STATION MIRROR (ACCESSIBLE) SEAT-COVER DISPENSER PAPER TOWEL DISPENSER SOAP DISPENSER TOUCHLESS PAPER TOWEL DISPENSER CLOTHES HOOKS STANDARD STALLS 5' 0" ADD. IN HC STALL 4' 0" MAX. OF OPERABLE DEVICES 4' 0" MAX. TO TOP OPERABLE PART OF DEVICE 4' 0" MAX. TO WORK SURFACE 28"-34" T.O. TO SURFACE 3' 4" MAX. VARIES STANDARD MTG. HEIGHTS ACCESSIBLE MOUNTING HEIGHTS STREAM 3' 4" "HIGH" SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38" MINIMUM AND 43" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. PUSH BUTTON MUST BE WITHIN REACH RANGE AND ACTIVATION SHALL NOT REQUIRE TIGHT GRASPING OR PINCHING TO SPOUT 3' 0" MAX MIN. 2'3" 9" MIN. 6" MAX. 8" MIN. 17"-19" THE SPOUT LOCATION SHALL BE LOCATED 15" MINIMUM FROM THE VERTICAL SUPPORT AND 5" MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. 17"-24" 17" MAX. URINAL URINAL (ACCESSIBLE) WALL-MOUNTED LAVATORY 2' 7" 15"-17" 1' 6" TOILET (NON - ACCESSIBLE) TOILET (ACCESSIBLE) 7"-12" WATER SUPPLY AND DRAINS SHALL BE INSULATED OR CONFIGURED TO PROTECT AGAINST DIRECT CONTACT. DISPENSING SLOT 4' 0" MAX. TO TOUCHLESS HAND DRYER SANITARY NAPKIN DISPENSER DISPENSING SLOT VARIES 17"-19" 39" 41" TOILET (ACCESSIBLE) MAX. 1' 0" 54" MIN. 39" 41" 1' 7" GRIPPING SURFACE 33" 36" TO TOP OF 11" MIN. 9" MIN. 2' 3" MIN. 8" MIN. DRINKING FOUNTAINS TO SPOUT 2' 6" MAX ADULT CHILDREN 24" 26" 1/2" MIN. 18" MIN. 7" 9" 39" 41" 09.60.01 10.28.09 FRP-1 RB-1 10.28.66 10.28.64 10.28.61 10.28.15 09.60.01 FRP-1 RB-1 10.28.66 10.28.64 10.28.61 09.60.01 10.28.15 FRP-1 RB-1 22.40.05 12.30.14 06.10.01 09.60.01 06.10.01 6" MIN. 6" MAX. 9" MIN 7" 2' 3" MIN. MAX. 2' 10" 1 1/2" 1/4" 12.30.20 1' 10 7/8" 10.44.02 PT1 PT2 VB-1 PT1 22.30.02 1. ALL DIMENSIONS ARE TO FACE OF STUD, CONCRETE, ALUMINUM STOREFRONT, CMU, OR GRID LINE, UNLESS NOTED OTHERWISE. 2. ALL MISCELLANEOUS SUPPORT STEEL EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED AND COATED WITH A HIGH-PERFORMANCE COATING, UNLESS NOTED OTHERWISE. 3. SIGNAGE SHALL MEET BUILDING CODE REQUIREMENTS AND ANSI A117.1 REQUIREMENTS FOR ACCESSIBILITY. SIGNAGE IS OWNER PROVIDED EXCEPT FOR TACTILE EXIT SIGNS IN NOTE BELOW. 4. PROVIDE TACTILE EXIT SIGNS AT EXIT DOOR LOCATIONS. SIGNAGE SHALL COMPLY WITH ICC/ANSI A117.1. AT STOREFRONT LOCATIONS, PROVIDE TACTILE EXIT SIGN THAT FITS ON THE MULLION FRAME WIDTH. MOUNT BOTTOM OF CHARACTERS AT 48”MIN. AND 60”MAX. ABOVE FINISH FLOOR. 5. ALL DEVICES ADJACENT TO WET AREAS, AND ALL OUTLETS IN SHOP SHALL BE GFCI PER NEC REQUIREMENTS. GENERAL NOTES 10.51.03 PT3 10.51.04 ADAADAADA PT3 VB-1 09.60.01 10.51.03 10.51.02 10.28.28 22.40.25 22.40.31 10.21.02 10.00.02 10.00.02 7' 4" 44aE 11.00.03 10.28.09 22.40.25 10.28.67 10.28.61 RB-1 PT3 PT3 10.28.09 11.00.03 44aE 44aE 09.60.01 10.28.09 PT3 10.51.03 10.51.02 10.51.03 10.28.28 22.40.31 10.28.64 10.28.15 10.28.61 10.28.66 10.00.02 22.40.25 10.21.02 PT3 PT3 RB-1 11.00.03 10.28.15 44aA 10.51.04 ADAADA 7' 4" 42aA 44aA 44aA TYP. TYP. 1' 11" 10.28.67 44aA 10.28.09 133 44aA PT3 PT3 RB-1 10.51.03 10.51.02 ISSUE DATE 319 MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-865-6100 DRAWN BY CHECKED BY PROJECT NOTFORCONSTRUCTION GEORGIY MANDRIK AR102789 BUTLER, ROSENBURY & PARTNERS, INC. COPYRIGHT 2023 BUTLER, ROSENBURY PARTNERS, INC. REVISIONS CITY REVIEW STAMP Autodesk Docs://21041 OSOF OPTIMUM RV SERVICE CENTER OCALA FLORIDA/A-ARCH-OSOF-R22.rvt 6/2/2023 10:08:27 AM A5.3 06/16/2023 RESTROOM ELEVATIONS OPTIMUM RV SERVICE CENTER HRJ/CGR MDH 21.041.OSOF 7400 US-441, OCALA, FLORIDA 34480 1/4" 1'-0" 1 WOMENS 114 -W 1/4" = 1'-0" 2 WOMENS 114 -N 1/4" = 1'-0" 3 WOMENS 114 -E 1/4" = 1'-0" 4 WOMENS 114 -S 1/4" 1'-0" 5 MENS 112 -W 1/4" 1'-0" 6 MENS 112 -N 1/4" = 1'-0" 7 MENS 112 -E 1/4" = 1'-0" 8 MENS 112 -S 1/4" = 1'-0" 9 RR 120 -W 1/4" = 1'-0" 10 RR 120 -E 1/4" 1'-0" 11 RR 120 -S MIRRORED IN RR 121 MIRRORED IN RR 121 6.10.012X WOOD BLOCKING AS REQUIRED. 09.60.01BASE PER ROOM FINISH SCHEDULE. 10.00.02ADA COMPLIANT SHOWER ENCLOSURE EQUAL TO FREEDOM ADA TRANSFER SHOWER MODEL APFQ3838BF1PRRFR. PROVIDE FOLDING SHOWER SEAT AND GRAB BARS IN ADA UNITS AS SHOWN IN ELEVATIONS TO MEET ACCESSIBILITY REQUIREMENTS. 10.21.02FLOOR MOUNTED, OVERHEAD BRACED PLASTIC TOILET COMPARTMENTS PER SPECIFICATIONS. 10.28.0224" 36" MIRROR W/ CONCEALED HANGERS REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.09SURFACE MOUNTED COMBINATION FOLDED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE PER SPECIFICATIONS. OWNER PROVIDED, CONTRACTOR INSTALLED PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.15SURFACE MOUNTED TOILET PAPER HOLDER. OWNER PROVIDED CONTRACTOR INSTALLED PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.19SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL. OWNER PROVIDED, CONTRACTOR INSTALLED PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.24SURFACE MOUNTED DIAPER CHANGING STATION PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.2832 21" FRAMELESS WHITE HDPE FOLD UP SHOWER SEAT 10.28.6118" VERTICAL GRAB BAR PER SPECIFICATIONS. CONTRACTOR PROVIDED AND INSTALLED. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.6436" HORIZONTAL GRAB BAR PER SPECIFICATIONS. CONTRACTOR PROVIDED AND INSTALLED. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.6648" HORIZONTAL GRAB BAR PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.6748" L-SHAPED SHOWER GRAB BAR AS PART OF SHOWER SYSTEM AND PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.44.02FIRE EXTINGUISHER IN SEMI-RECESSED CABINET. LOCATE TOP OF CABINET PULL AT 48" A.F.F. 10.51.02ADA COMPLIANT 48" X 20" LOCKER BENCHES. 10.51.0318" 18" TWO-TIERED METAL LOCKERS WITH BASE AND SLOPED TOP. 10.51.0418" W 18" ACCESSIBLE METAL LOCKER. PROVIDE ADA COMPLIANT HARDWARE. 11.00.03WALL MOUNTED, MULTI-STATION HAND SINK. PER SPECIFICATIONS. 12.30.14QUARTZ SINK SKIRT. 12.30.20PROVIDE 3/4" QUARTZ COUNTERTOP OVER 3/4" MDF. PROVIDE 3/4" QUARTZ BACKSPLASHES AS SPECIFIED. 22.30.02HI-LO DRINKING FOUNTAINS PER MEP 22.40.05SINK PER MEP. 22.40.2536" 36" SHOWER PAN. 22.40.31SHOWER HEAD PER MEP KEYNOTE LEGEND 1/2" = 1'-0" 16 TYPICAL QUARTZ SINK SECTION MIRRORED IN RR 121 1/4" 1'-0" 12 LOBBY DRINKING FOUNTAINS 1/4" = 1'-0" 13 MENS LOCKER 135 -EAST 1/4" 1'-0" 15 MENS LOCKER 135 -NORTH 1/4" = 1'-0" 14 MENS LOCKER 135/ WOMENS LOCKER 136-WEST 1/4" 1'-0" 20 WOMENS LOCKER 136 -EAST 1/4" 1'-0" 18 WOMENS LOCKER 136 -SOUTH 1/4" = 1'-0" 17 MENS LOCKER 135 -SOUTH 1/4" = 1'-0" 19 WOMENS LOCKERS 136 -WEST
08.10.01 05.40.07 07.92.01 07.92.01 01.00.20 07.21.03 05.40.07 08.37.10 08.37.09 PER MANUFACTURER PER MANUFACTURER 08.37.08 01.00.20 07.21.03 09.29.16 09.29.16 08.40.01 08.80.01 07.92.02 06.00.01 01.00.20 05.40.07 07.21.03 07.92.01 07.92.01 08.10.01 07.21.07 01.00.20 06.00.01 08.40.01 08.80.01 07.21.03 01.00.20 06.00.01 08.40.01 08.80.01 07.92.02 03.00.03 07.95.06 08.40.02 08.10.01 07.92.02 07.21.10 05.12.11 06.00.01 07.62.14 05.00.06 07.62.33 05.00.16 08.10.01 05.12.11 07.21.07 07.92.02 06.00.01 07.21.10 05.00.06 07.62.14 07.62.33 05.00.06 08.37.06 08.37.07 07.21.10 05.12.11 07.62.14 07.62.33 W1 11aA 05.12.11 08.40.01 08.80.01 07.92.02 07.21.10 06.00.01 07.62.33 07.62.14 07.21.10 05.12.11 08.37.07 08.37.01 05.00.06 07.62.14 07.62.33 07.92.02 01.00.20 06.00.01 08.40.01 08.80.01 07.92.02 08.10.01 04.22.06 01.00.20 06.00.01 04.22.07 07.92.02 08.10.01 08.10.03 01.00.20 06.00.01 07.21.03 08.37.10 05.00.32 01.00.20 08.37.07 08.37.03 07.21.03 05.40.07 84aA 07.26.02 05.00.32 07.21.03 08.37.07 07.26.02 05.00.32 05.12.11 08.40.01 08.80.01 07.92.02 07.21.10 06.00.01 07.62.33 07.62.14 05.00.06 ISSUE DATE 319 MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-865-6100 DRAWN BY CHECKED BY PROJECT NOTFORCONSTRUCTION GEORGIY MANDRIK AR102789 BUTLER, ROSENBURY & PARTNERS, INC. COPYRIGHT 2023 BUTLER, ROSENBURY PARTNERS, INC. REVISIONS CITY REVIEW STAMP Autodesk Docs://21041 OSOF OPTIMUM RV SERVICE CENTER OCALA FLORIDA/A-ARCH-OSOF-R22.rvt 6/2/2023 10:07:17 AM A1.13 06/16/2023 HEAD, JAMB, SILL DETAILS OPTIMUM RV SERVICE CENTER CGR/HRJ MDH 21.041.OSOF 7400 US-441, OCALA, FLORIDA 34480 3" = 1'-0" 4 INTERIOR -HM DOOR -HEAD 3" 1'-0" 11 INTERIOR -COILING OVERHEAD DOOR -HEAD 3" = 1'-0" 5 INTERIOR -SF -HEAD 3" = 1'-0" 9 INTERIOR -HM DOOR -JAMB 3" = 1'-0" 10 INTERIOR -SF -JAMB 3" = 1'-0" 8 EXTERIOR -SF -SILL KEYNOTE LEGEND 01.00.20WALL TYPE PER FLOOR PLANS AND PARTITION TYPES 03.00.03CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS. 04.22.06BOND-BEAM PER STRUCTURAL. 04.22.07GROUT BLOCK CELLS FULL. 05.00.06METAL WALL PANEL TYPE ATTACHED TO 8" PEMB GIRTS PER MANUFACTURER SPECIFICATIONS. INSTALL SIMPLE SAVER INTERIOR INSULATION SYSTEM AT ALL EXTERIOR WALLS. REFER TO MANUFACTURER SPECIFICATIONS. 05.00.16INTERIOR METAL LINER PANEL PER PEMB. MANUFACTURER SPECIFICATIONS. WRAP LINER PANELS AT ALL EXTERIOR WALLS WITH EXPOSED SIMPLE SAVER INSULATION SYSTEM. 8'-0" IN HEIGHT UNLESS NOTED OTHERWISE. 05.00.32PREFINISHED METAL DOOR TRIM AT INTERIOR OVERHEAD AND COILING DOORS FOR OPENING PROTECTION. 05.12.118" OUTSET GIRT SPACED PER PRE-ENGINEERED METAL BUILDING DRAWINGS AND SPECIFICATIONS. COLUMN CONNECTION DETAIL PER PEMB DRAWINGS. 05.40.07BOX BEAM HEADER. 06.00.01SHIM AS REQUIRED. 07.21.03FIBERGLASS BATT INSULATION. 07.21.07PROVIDE MINERAL WOOL IN HOLLOW METAL FRAME. 07.21.10SIMPLE SAVER HIGH-PERFORMANCE INSULATION AND FINISH SYSTEM TO MEET ENERGY CONSERVATION CODE. FILL GIRT CAVITY WITH SIMPLE SAVER SYSTEM AND SEAL AS REQUIRED MANUFACTURER SPECIFICATIONS. 07.26.028 MIL. ZERO PERM VAPOR BARRIER BEHIND FACE OF SHEATHING ON SHOP SIDE OF ALL WALLS INCLUDING BATHROOMS. BARRIER SHALL BE CONTINUOUS FROM SLAB TO CEILING. LAP ALL JOINTS AND SEAL ALL PENETRATIONS. SPRAY CLOSED CELL FOAM AROUND ALL PENETRATIONS. 07.62.14METAL PANEL CLOSURE STRIP WITH TAPE MASTIC TOP AND BOTTOM. 07.62.33PREFINISHED SHEET METAL FLASHING/ COUNTER-FLASHING WITH DRIP EDGE AT HEAD CONDITION. 07.92.01JOINT SEALANT. 07.92.02BACKER ROD AND SEALANT EACH SIDE. 07.95.061/2" EXPANSION JOINT. 08.10.01DOOR AND FRAME PER DOOR SCHEDULE. 08.10.03FRAME ANCHOR AS RECOMMENDED BY FRAME MANUFACTURER. 08.37.01INSULATED SECTIONAL OVERHEAD DOOR WITH VIEWING WINDOWS. 08.37.03SECTIONAL OVERHEAD DOOR MOTOR/OPERATOR PER MANUFACTURER SPECIFICATIONS. 08.37.06SECTIONAL OVERHEAD DOOR TRIM PER MANUFACTURER SPECIFICATIONS. 08.37.07SECTIONAL OVERHEAD DOOR HIGH LIFT BREAKAWAY FOLLOW THE ROOF PITCH TRACK PER MANUFACTURER SPECIFICATIONS. 08.37.08SQUARE OVERHEAD DOOR HOOD PER MANUFACTURER SPECIFICATIONS. 08.37.09COILING OVERHEAD DOOR MOTOR/OPERATOR PER MANUFACTURER SPECS 08.37.10COILING OVERHEAD DOOR ON TRACK. 08.40.01ALUMINUM STOREFRONT PER TYPE AND SPECIFICATIONS 08.40.02MANUFACTURER'S SUB-SILL WITH INTEGRAL END DAMNS. 08.80.01GLAZING PER SCHEDULE AND SPECIFICATIONS. 09.29.16METAL CORNER BEAD. 3" 1'-0" 7 EXTERIOR -HM DOOR -JAMB 3" 1'-0" 2 EXTERIOR -HM DOOR -HEAD 3" 1'-0" 1 EXTERIOR -OVERHEAD DOOR -HEAD 3" = 1'-0" 3 EXTERIOR -SF HEAD AT METAL SIDING 3" 1'-0" 6 EXTERIOR -OVERHEAD DOOR -JAMB 3" = 1'-0" 14 INTERIOR SF -SILL AT MANAGERS TOWER 3" = 1'-0" 13 INTERIOR -CMU HM DOOR -HEAD 3" 1'-0" 17 INTERIOR -CMU HM DOOR -JAMB 3" 1'-0" 15 INTERIOR -COILING OVERHEAD DOOR -JAMB 3" = 1'-0" 12 INTERIOR -VERTICAL OVERHEAD DOOR -HEAD 3" 1'-0" 16 INTERIOR -VERTICAL OVERHEAD DOOR -JAMB 84aA 3" = 1'-0" 18 EXTERIOR -SF JAMB AT METAL SIDING
UP UP UP UP UP PER SCHEDULE D1 PER SCHEDULE D2 PER SCHEDULE PER SCHEDULE DOOR TYPES D15 EXTERIOR INSULATED SECTION OVERHEAD DOOR WITH VIEWING WINDOWS ON HIGH-LIFT TRACK INTERIOR SINGLE FLUSH HM DOOR INTERIOR DOUBLE FLUSH HM DOOR PER SCHEDULE PER SCHEDULE D3 EXTERIOR INSULATED HALF - LITE HM DOOR PER SCHEDULE PER SCHEDULE D12 INTERIOR COILING METAL OVERHEAD DOORPARTS COUNTERS S C H E D U L E PER SCHEDULE D13 INTERIOR UNINSULATED SECTIONAL OVERHEAD DOOR ON HIGH-LIFT TRACK STANDARD LIFT TRACK AT DOOR 201C P E R S C H E D U L E PER SCHEDULE D4 P E R S C H E D U L E EXTERIOR INSULATED DOUBLE FLUSH HM DOOR PER SCHEDULE D14 EXTERIOR INSULATED SECTIONAL OVERHEAD DOOR ON HIGH-LIFT TRACK P E R S C H E D U L E PER SCHEDULE D6 INTERIOR STOREFRONT DOOR - MEDIUM STILE P E R S C H E D U L E PER SCHEDULE D7 T PER SCHEDULE PER SCHEDULE T T T D10 INSULATED EXTERIOR STOREFRONT DOORMEDIUM STILE D11 INSULATED EXTERIOR DOUBLE STOREFRONT DOORMEDIUM STILE P E R S C H E D U L E 1 0 1 0 INTERIOR HALF - LITE HM DOOR PER SCHEDULE D5 P E R S C H E D U L E EXTERIOR INSULATED SINGLE HM DOOR PER SCHEDULE P E R S C H E D U L E 1 0 P E R S C H E D U L E 40 40 PER SCHEDULE D16 EXTERIOR GLASS SECTIONAL OVERHEAD DOOR ON HIGH-LIFT TRACK P E R S C H E D U L E PER SCHEDULE D8 T INTERIOR FULL - LITE HM DOOR P E R S C H E D U L E PER SCHEDULE D9 T EXTERIOR FULL - LITE HM DOOR P E R S C H E D U L E D17 INTERIOR DOUBLE BARN DOOR - MEDIUM STILE T PER SCHEDULE P E R S C H E D U L E 1 0 1 0 1/2" 1 0 1/2" 1/2" 1. ALL EXTERIOR HOLLOW METAL DOORS AND FRAMES SHALL BE GALVANIZED. 2. ALL GLASS IN EXTERIOR WINDOWS AND STOREFRONT SHALL BE 1" INSULATING UNITS PER THE SPECS. ALL INTERIOR STOREFRONT SHALL BE 1/4" CLEAR GLASS. 3. ALL GLASS IN EXTERIOR DOORS SHALL BE (1") INSULATING TEMPERED GLASS UNITS PER THE SPECS. 4. PROVIDE SAFETY GLAZING IN ALL DOORS. 5. PROVIDE TEMPERED GLASS AT LOCATIONS REQUIRED BY THE BUILDING CODE NOTED ON THE COVER SHEET. 6. PROVIDE CONTINUOUS ALUMINUM BACKER PLATE AT ALL STOREFRONT FRAMES FOR PROPER INSTALLATION OF BACKER ROD AND SEALANT. 7. PROVIDE SHIMS AS NEEDED AT ALL DOORS, WINDOWS, AND STOREFRONT. 8. PROVIDE CONTINUOUS BACKER ROD AND SEALANT AT PERIMETER OF ALL EXTERIOR DOOR AND WINDOW FRAMES. JOINT SHALL BE ¾”WIDE MAXIMUM. 9. PROVIDE CONTINUOUS SEALANT AT PERIMETER OF ALL INTERIOR DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. 10. ALL HM FRAMES SHALL BE WELDED. REINFORCE AT STRIKE AREA TO PREVENT FRAME FROM SPREADING AND BUCKLING. 11. GAPS BETWEEN PAIR OF DOORS SHALL BE NO GREATER THAN 1/8". 12. ALL THRESHOLDS SHALL BE SET IN A FULL BED OF SEALANT. 13. ALL DOORS AND GATES SHALL HAVE A SMOOTH SURFACE FOR THE FULL WIDTH OF THE DOOR PANEL OR GATE EXTENDING 10" MIN. VERTICALLY ON THE PUSH SIDE FROM THE FINISH FLOOR SURFACE PER ICC/ANSI 117.1 SECTION 404.2.9. LEGEND: TEMPERED INSULATING UNIT ALUM= ALUMINUM STOREFRONT HM= HOLLOW METAL DOOR AND WINDOW GENERAL NOTES F1 F2 FRAME TYPES F5 2" PER SCHEDULE 2" 2" PER SCHEDULE 2" PER SCHEDULE PER SCHEDULE 2" P E R S C H E D U L E VERIFY WITH DOOR MANUF. TYP. PER SCHEDULE F3 F4 2" PER SCHEDULE 2" 2" PER SCHEDULE 2" 4" PER SCHEDULE PER SCHEDULE 4" AT TYP. CMU MASONRY WALLS. AT TYP. CMU MASONRY WALLS. F6 AT TYP. CMU MASONRY WALLS. P E R S C H E D U L E 4 2" PER SCHEDULE 2" W1 W2 WINDOW TYPES HOLLOW METAL 1/4" CLEAR TEMPERED GLASS. HOLLOW METAL 1/4" CLEAR TEMPERED GLASS. 07.21.03 01.00.20 08.85.01 R E F E R T O A S S E M B L Y T Y P E S V A R E S 42 30 5' 0" 3/4" 3/4" 3 4 3 4 A1.11 Sim 1 A1.11 Sim 1 A1.11 Sim 42 30 4' 0" 3/4" 3/4" 3 4 3 4 1 A1.11 Sim 1 A1.11 Sim 1 A1.11 Sim ISSUE DATE 319 MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-865-6100 DRAWN BY CHECKED BY PROJECT NOTFORCONSTRUCTION GEORGIY MANDRIK AR102789 BUTLER, ROSENBURY & PARTNERS, INC. COPYRIGHT 2023 BUTLER, ROSENBURY PARTNERS, INC. REVISIONS CITY REVIEW STAMP Autodesk Docs://21041 OSOF OPTIMUM RV SERVICE CENTER OCALA FLORIDA/A-ARCH-OSOF-R22.rvt 6/2/2023 10:07:09 AM A1.11 06/16/2023 DOOR AND WINDOW SCHEDULE OPTIMUM RV SERVICE CENTER CGR MDH 21.041.OSOF 7400 US-441, OCALA, FLORIDA 34480 DOOR SCHEDULE MARK DOOR FRAME HARDWARE SET NO. CARD READER PANIC HARDWARE HOLD OPEN AUTOMATIC DOOR OPERATOR NOTES SIZE TYPEMATL DETAIL TYPEMATL WDHGTTHK HEAD JAMB SILL 1006' 0"7' 0"0' 3/4"D11ALUM/GLASS - - - S1ALUM 01YES - YES YES 1023' 0"7' 0"0' 3/4"D10ALUM/GLASS - - - S2ALUM 02YES - -1033' 0"7' 0"0' 3/4"D8HM/GLASS4 A1.13 9 A1.13 - F1HM 09- - -104A3' 0"7' 0"0' 3/4"D8HM/GLASS4 A1.13 9 A1.13 - F1HM 09- - -104B3' 0"7' 0"0' 3/4"D8HM/GLASS4 A1.13 9 A1.13 - F1HM 09- - -1053' 0"7' 0"0' 3/4"D8HM/GLASS4 A1.13 9 A1.13 - F1HM 10- - -106A3' 0"7' 0"0' 3/4"D6ALUM/GLASS - - - S4ALUM 02- - -106B3' 0"7' 0"0' 3/4"D10ALUM/GLASS - - - S5ALUM 02- - - - PROVIDE INSULATED GLASS 1076' 0"7' 0"0' 3/4"D2 HM A1.13 9 A1.13 - F2HM 11YES - YES1103' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 12- - -1113' 0"7' 0"0' 3/4"D8HM/GLASS4 A1.13 9 A1.13 - F1HM 09- - -1123' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 13- - -1143' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 13- - -115A8' 0"4' 0"0' 2"D12 - 11 A1.13 15 A1.13 - F5 - - - -115B15' 0"4' 0"0' 2"D12 - 11 A1.13 15 A1.13 - F5 - - - -115C8' 0"10' 0"0' 1/2"D13 - 12 A1.13 16 A1.13 - F5 - - - -115D3' 0"7' 0"0' 3/4"D5HM/GLASS2 A1.13 7 A1.13 - F1HM 04YES - -115E8' 0"8' 0"0' 1/2"D14 - A1.13 6 A1.13 - F5 - - - - - PROVIDE INSULATED GLASS 1183' 0"7' 0"0' 3/4"D5 HM A1.13 7 A1.13 - F1HM 05- - -1194' 0"7' 0"0' 3/4"D5 HM A1.13 7 A1.13 - F1HM 06- YES -1203' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 14- - -1213' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 14- - -122A3' 0"7' 0"0' 3/4"D7HM/GLASS4 A1.13 9 A1.13 - F1HM 15YES - -122B3' 0"7' 0"0' 3/4"D7HM/GLASS4 A1.13 9 A1.13 - F1HM 16YES - - - PROVIDE INSULATED GLASS 124A14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124B14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124C14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124D14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124E14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124F14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124G14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124H14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124I14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124J14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124K14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124L14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124M14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124N14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124O14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124P14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124Q14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124R14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124S14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124T14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124U14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124V14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124W14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124X14' 0"16' 0"0' 1/2"D15 - A1.13 6 A1.13 - F5 - - - -124Y6' 0"7' 0"0' 3/4"D4 HM A1.13 7 A1.13 - F2HM 07YES - -1256' 0"7' 0"0' 3/4"D4 HM A1.13 7 A1.13 - F2HM 08YES - YES1266' 0"7' 0"0' 3/4"D4 HM A1.13 7 A1.13 - F2HM 08YES - YES1293' 0"7' 0"0' 3/4"D7 HM 13 A1.13 17 A1.13 - F3HM 17- - -130A3' 0"7' 0"0' 3/4"D7 HM 13 A1.13 17 A1.13 - F3HM 18- - -130B10' 0"9' 0"0' 1/2"D16 - A1.13 6 A1.13 - F5 - - - -130C3' 0"7' 0"0' 3/4"D9HM/GLASS2 A1.13 7 A1.13 - F1HM 04AYES YES - - PROVIDE INSULATED GLASS 1317' 0"8' 0"0' 3/4"D17ALUM/GLASS - - - F6ALUM 03- - -1333' 0"7' 0"0' 3/4"D1 HM 13 A1.13 17 A1.13 F3HM 19- - - - 180 DEG SWING 201A3' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 19- - -201B3' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 19- - -201C6' 0"7' 0"0' 1/2"D13 - 12 A1.13 16 A1.13 - F5 - - - -2023' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 19- - -2033' 0"7' 0"0' 3/4"D1 HM A1.13 9 A1.13 - F1HM 12- - -01.00.20WALL TYPE PER FLOOR PLANS AND PARTITION TYPES 07.21.03FIBERGLASS BATT INSULATION. 08.85.01HOLLOW METAL GLAZING BEAD KEYNOTE LEGEND 3" 1'-0" 1 INTERIOR -SF -WINDOW HJS DETAIL w/ BOX HEADER w/ BOX HEADER
UP UP C 7 A1.10 20' 1/8" 82aB 62aB 62aB A5.2 11 EQ TREADS 10' 1" 4' 0" 14' 1" 5' 11 7/8" 8' 9 1/8" 05.52.01 05.52.03 05.52.03 05.51.08 05.52.01 0'1 1/4" A2.4 05.52.08 BELOW STRINGER 05.52.08 1' 0" 4 E F D 1 A2.4 A1.10 64aA 63aA L A N D N G 60 5 8 1 0 E Q T R E A D S 92 L A N D I N G 40 1 2 E Q T R E A D S 1 10 05.52.03 05.52.01 05.51.08 05.52.02 A1.2 125 W1 3 02 5 8 05.12.13 05.12.13 05.52.08 05.52.08 BELOW STRINGER 10 F C 7 A1.10 4' 0" 14' 1"13 EQ TREADS 10' 1" 201A 82aB 62aB DN 05.52.01 05.52.03 05.51.08 05.52.02 05.52.01 05.52.03 01 1 4 3 A2.4 1' 0" 2 A1.8 CLEAR 5' 11 7/8" CLEAR 5' 11 7/8" 62aB 1' 0" 3 A1.8 E F D A2.4 A1.10 64aA 1 0 E Q T R E A D S 92 L A N D N G 40 1 2 E Q T R E A D S 1 10 201B 01 1 05.52.03 05.52.01 05.51.08 05.52.02 10.44.01 3 03 5 8 4' 4" 4 DN L A N D N G 60 5 80 F 1ST FLOOR 100' - 0" 2 HIGH EAVE 127' - 8" MEZZANINE 1 114' - 0" 1 4 E Q R S E R S 1 40 LOW EAVE 125' - 5" 05.52.02 62aB 82aB 201A 1 2 E Q R S E R S 70 1 2 E Q R S E R S 70 2 4 E Q R S E R S 1 40 05.52.01 05.51.08 36 05.12.01MEZZANINE 2 112' - 0" 31/2" MAX 31/2 MAX 9' 6" 05.52.08 10 30 IN FRONT OF SECTION 05.52.03 A1.8 2 1' 0" 1' 0" 05.12.25 3 A1.8 1ST FLOOR 100' - 0" E F HIGH EAVE 127' - 8" D MEZZANINE 114' - 0" A2.4 LOW EAVE 125' - 5" 201B 1 3 E Q R S E R S 77 1 1 E Q R S E R S 65 1 40 W1 A3.1 SIM. SIM. 05.52.02 05.51.08 05.12.12 05.12.07 05.12.06 05.12.11 05.12.01 05.52.02 R1 05.00.01 1' 0" 1' 0" 05.12.12 05.12.01 TYP. TYP. MEZZANINE 112' - 0" 05.00.05 05.51.10 05.00.05 2 2 63aA 31aA A3.2 F3 SIM. 64aA LP 64aA 05.52.08 11' 1" 10 IN FRONT OF SECTION D A2.4 11 A2.4 9 A1.10 Q 1 84 10 1 40 1 4 1 1 3' 4" 20 133 05.52.03 05.51.08 05.52.02 05.52.02 UP 42aE 42aE 42aE 44aE 44aE 05.52.08 BELOW STRINGER 1ST FLOOR 100' - 0" D 1 A2.4 MEZZANINE 112' - 0" 3 A2.4 LOWER SERVICE BAY 99' - 0" 36 2 1 E Q R S E R S 1 20 05.52.02 05.51.08 05.51.10 05.00.05 22.40.12 133 42aE F3 44aE 05.52.03 2 05.52.08 1' 0" 10 7' 8" 1' 0" 30 30 D 1 A2.4 11 3 A2.4 A1.10 2 0 E Q T R E A D S 1 84 1 1 1 1 1 / 4 05.52.03 05.52.02 05.52.03 05.52.02 05.51.08 DN ISSUE DATE 319 MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-865-6100 DRAWN BY CHECKED BY PROJECT NOTFORCONSTRUCTION GEORGIY MANDRIK AR102789 BUTLER, ROSENBURY & PARTNERS, INC. COPYRIGHT 2023 BUTLER, ROSENBURY PARTNERS, INC. REVISIONS CITY REVIEW STAMP Autodesk Docs://21041 OSOF OPTIMUM RV SERVICE CENTER OCALA FLORIDA/A-ARCH-OSOF-R22.rvt 6/2/2023 10:07:07 AM A1.10 06/16/2023 ENLARGED STAIR PLANS AND SECTIONS OPTIMUM RV SERVICE CENTER CGR/HRJ MDH 21.041.OSOF 7400 US-441, OCALA, FLORIDA 34480 1/4" = 1'-0" 2 FIRST FLOOR -ENLARGED STAIR PLAN -ST1 1/4" 1'-0" 3 FIRST FLOOR -ENLARGED STAIR PLAN -ST2 1/4" = 1'-0" 1 MEZZANINE 1-ENLARGED STAIR PLAN -ST1 1/4" 1'-0" 4 MEZZANINE 1 -ENLARGED STAIR PLAN -ST2 1/4" = 1'-0" 7 STAIR 1 -SECTION 1/4" = 1'-0" 8 STAIR 2 SECTION 05.00.01STEEL COLUMNS, BEAMS, AND FRAMING PER STRUCTURAL DRAWINGS AND GENERAL STRUCTURAL OTES. REFER TO FIRE-RESISTIVE REQUIREMENTS INDICATED ON FLOOR PLANS, SECTIONS, AND FIRE-RESISTIVE RATING REQUIREMENTS. 05.00.05LANDING PANS AND STRUCTURAL STEEL SUPPORTS PER STAIR MANUFACTURER. 05.12.01PRE-ENGINEERED METAL BUILDING MAIN FRAMES PER PEMB DRAWINGS AND GENERAL STRUCTURAL NOTES. 05.12.06L3-1/2" 3-1/2" X 1/4" STEEL CLOSURE ANGLE. 05.12.07STEEL PLATE PER STRUCTURAL DRAWINGS. 05.12.118" OUTSET GIRT SPACED PER PRE-ENGINEERED METAL BUILDING DRAWINGS AND SPECIFICATIONS. COLUMN CONNECTION DETAIL PER PEMB DRAWINGS. 05.12.128" ROOF PURLINS SPACED PER PRE-ENGINEERED METAL BUILDING DRAWINGS AND SPECIFICATIONS. MAIN FRAME CONNECTION DETAIL PER PEMB DRAWINGS. 05.12.138" 8" STEEL TUBE BEAM PER STRUCTURAL DRAWINGS. PAINT OCHRE YELLOW. 05.12.256" STEEL TUBE BEAM PER STRUCTURAL DRAWINGS. 05.51.08CONCRETE-FILLED METAL PAN STAIRS PER SECTION 055113 METAL PAN STAIRS. 05.51.10STRUCTURAL STEEL PAN TREAD AND STRINGER BY STAIR MANUFACTURER. 05.52.01HANDRAIL AT GUARDRAIL: 1-1/2" O.D. STEEL PIPE CONTINUOUS AT 36" AFF OR STAIR NOSING. ATTACH TO EACH VERTICAL SUPPORT @ 48"O.C. MAX. EXTEND HANDRAIL 12" HORIZONTALLY PAST NOSING OF TOP TREAD AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD PAST NOSING OF BOTTOM TREAD. GRIND ALL WELDS SMOOTH, PRIME AND PAINT. 05.52.02HANDRAIL AT WALL: 1-1/2" O.D. STEEL PIPE CONTINUOUS AT 36" AFF OR STAIR NOSING. EXTEND HANDRAIL 12" HORIZONTALLY PAST NOSING OF TOP TREAD OR RAMP AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD PAST NOSING OF BOTTOM TREAD. MOUNT HANDRAIL TO WALL WITH WALL BRACKETS MAX. 60" O.C. AND RETURN ENDS TO WALL WITH WALL RETURNS OR RETURN AND ANCHOR TO FLOOR AS SHOWN ON DRAWINGS. GRIND ALL WELDS SMOOTH, PRIME AND PAINT. 05.52.03GUARDRAIL: 1-1/2" O.D. STEEL PIPE CONTINUOUS TOP RAIL AT 42" AFF AND MIDDLE HORIZONTAL RAIL AT 21" AFF OR ABOVE STAIR STRINGER WITH EXTRA STRONG METAL 1-1/2" O.D. DIA. VERTICALS AT EACH END AND AT 48" O.C. MAX. WELD TO STRINGER OR ANCHORED TO CONCRETE FLOOR SLAB AS REQUIRED. GRIND ALL WELDS SMOOTH AND PAINT. 05.52.081 1/2" O.D. STEEL PIPE CANE RAILING AT ALL OPEN STAIRS, MAX HEIGHT IS 27". GRIND ALL WELDS SMOOTH, PRIME AND PAINT. 10.44.01BRACKET-MOUNTED FIRE EXTINGUISHER. LOCATE TOP OF FIRE EXTINGUISHER AT 48" A.F.F. 22.40.12MOP SINK PER MEP KEYNOTE LEGEND 1/4" = 1'-0" 5 FIRST FLOOR -ENLARGED STAIR PLAN -ST3 1/4" = 1'-0" 9 STAIR 3 SECTION 1/4" 1'-0" 6 MEZZANINE 2 -ENLARGED STAIR PLAN -ST3
2 C C D D 1 6' 0 1/8" 5' 9 1/2" 6' 5 1/2" 6' 1/4" 5' 9 1/8" 3' 1 1/2" 10'9 3/4" 9' 11 1/4" 8' 9" 112 114 82aB W2 32aA 32aA 32aB 32aB 32aB 11aA A5.3 6 W1 7 A5.3 2 WOMENS 114 MENS 112 11aA 05.12.01 18' 8 1/4" 11aA 05.12.01 11aA 10.28.61 10.28.66 10.28.15 10.28.65 10.28.61 10.28.66 10.28.15 10.21.01 10.21.01 10.28.09 10.44.02 22.30.02 10.28.09 32aB 32aB 19'8 3/8" 3 5/8" 62aB 110 16 A5.3 A5.3 12 5' 8" CLR. 5'8" CLR EQ EQ NORTH 5' 3/8" 1' 6" 1' 6" 1' 6" 22.40.35 22.40.35 22.40.34 62aB 8' 9 3/4" 22.40.08 22.40.12 1' 1" 7" 7" 09.70.02 EQ EQ EQ EQ 3'11 1/2" 2' 3 7/8" 4' 6 3/8" 62aB 82aB 01.00.01 05.00.13 4" 22.40.07 22.40.07 10.28.15 10.28.19 3' 5" 10.28.19 JAN 110 4" 11' 2 1/4" 32aB F2 05.12.02 05.12.02 22.40.17 22.40.17 4 A 121 RR 120 RR 121 62aE 84aA 32aE A5.3 10 11 9 A5.3 10 11 MIR MIR MIR 10.28.09 10.28.65 10.28.15 10.28.61 10.28.66 10.28.65 10.28.09 10.44.01 22.40.07 22.40.07 05.12.01 W1 10.44.01 0' 8" 7' 10" 8'0 7/8" 120 10.28.15 10.28.61 10.28.66 22.40.35 22.40.35 1' 6" 1' 10 1/4" 1' 6 5/8" 11aA 32aE 6' 6 7/8" 5 5/8" 62aE 10 1/2" 6" 84aA 84aA 05.00.09 6" E F D 11 12 20' 0" 20'0" 20' 0" 20'0" 22.40.08 MENS LOCKER 135 A5.3 14 15 13 23' 4" 10.28.27 05.12.01 A1.9 WOMENS LOCKER 136 A5.3 18 20 A1.10 133 W1 42aE 42aE 42aE 42aE 10.28.09 22.40.12 10.28.27 22.40.02 10.00.02 22.40.31 22.40.31 10.28.27 EQ EQ EQ EQ 10.51.02 10.51.02 10.51.03 EQ EQ EQ EQ 22.40.34 22.40.35 1' 6" 1' 6" 10.28.65 10.28.66 10.28.15 10.28.61 10.00.02 22.40.34 22.40.34 22.40.34 22.40.02 22.40.31 10.28.65 22.40.35 10.28.66 10.28.15 10.28.61 42aE 42aE 44aA 44aA 44aA 44aA 44aE 44aE 44aA 42aA 44aA 42aA 42aE 42aE 10.28.27 22.40.08 13' 0 7/8" 9 5/8" 9' 5 1/2" 7 5/8" 5/8" 4' 4 3/4" 5' 7 1/4" 4' 8" CLR. 5' 10 1/2" 4' 8" CLR. 4' 8" CLR. 4' 8" CLR. 10.51.03 46 LOCKERS 28 LOCKERS 44aA 2' 0 7/8" 3' 10 3/8" 3' 7" 11 3/8" 1' 2 1/2" 3' 7" 11 3/8" 1'10 7/8" 6' 3 5/8" CLR. 6" 0" CLR. 10.28.15 10.28.15 10.28.15 10.28.15 6' 0" CLR. 2' 8" 2' 8" 12' 11 5/8" 4'7 7/8" 10.51.04 10.51.04 1'6" 1'6" 6' 0" CLR. 3' 4" 11.00.03 11.00.03 ADA ADA ADA ADA ADA A1.10 5 10.28.09 10.28.67 10.28.61 10.28.67 10.28.61 31aA 31aA 31aA 31aA 22.40.07 22.40.07 JAN 133 A5.3 17 A5.3 13 A5.3 20 18 19 05.52.02 44aE 10.21.02 3'2 3/4" F 11 42aE 42aE 42aE W1 3'3 5/8" 1/2" 5/8" ISSUE DATE 319 MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-865-6100 DRAWN BY CHECKED BY PROJECT NOTFORCONSTRUCTION GEORGIY MANDRIK AR102789 BUTLER, ROSENBURY & PARTNERS, INC. COPYRIGHT 2023 BUTLER, ROSENBURY PARTNERS, INC. REVISIONS CITY REVIEW STAMP Autodesk Docs://21041 OSOF OPTIMUM RV SERVICE CENTER OCALA FLORIDA/A-ARCH-OSOF-R22.rvt 6/2/2023 10:07:01 AM A1.9 06/16/2023 ENLARGED RESTROOM PLANS OPTIMUM RV SERVICE CENTER HRJ/CGR MDH 21.041.OSOF 7400 US-441, OCALA, FLORIDA 34480 1/2" 1'-0" 2 ENLARGED FLOOR PLAN -CUSTOMER RESTROOMS 1/2" 1'-0" 1 ENLARGED FLOOR PLAN -TECH RR 120+121 01.00.01ALIGN FINISH FACE. 5.00.09NEW 4" DOWNSPOUT. PREFINISHED TO MATCH EXTERIOR CHARCOAL GREY. 05.00.13PREFINISHED 22 GAUGE CONTINUOUS BRAKE METAL TRIM OVER 1/2" FURRING CHANNEL AT BUILDING EXTERIOR. PAINT OCHRE YELLOW. 05.12.01PRE-ENGINEERED METAL BUILDING MAIN FRAMES PER PEMB DRAWINGS AND GENERAL STRUCTURAL NOTES. 05.12.02STEEL FRAMING MEMBERS PER STRUCTURAL DRAWINGS. 05.52.02HANDRAIL AT WALL: 1-1/2" O.D. STEEL PIPE CONTINUOUS AT 36" AFF OR STAIR NOSING. EXTEND HANDRAIL 12" HORIZONTALLY PAST NOSING OF TOP TREAD OR RAMP AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD PAST NOSING OF BOTTOM TREAD. MOUNT HANDRAIL TO WALL WITH WALL BRACKETS MAX. 60" O.C. AND RETURN ENDS TO WALL WITH WALL RETURNS OR RETURN AND ANCHOR TO FLOOR AS SHOWN ON DRAWINGS. GRIND ALL WELDS SMOOTH, PRIME AND PAINT. 09.70.02PROVIDE 48" FRP WAINSCOT AT WALLS ADJACENT TO MOP SINK PER SPECIFICATION. 10.00.02ADA COMPLIANT SHOWER ENCLOSURE EQUAL TO FREEDOM ADA TRANSFER SHOWER MODEL APFQ3838BF1PRRFR. PROVIDE FOLDING SHOWER SEAT AND GRAB BARS IN ADA UNITS AS SHOWN IN ELEVATIONS TO MEET ACCESSIBILITY REQUIREMENTS. 10.21.01FLOOR MOUNTED OVERHEAD BRACED PLASTIC LAMINATE CLAD TOILET PARTITIONS PER SPECIFICATIONS. 10.21.02FLOOR MOUNTED, OVERHEAD BRACED PLASTIC TOILET COMPARTMENTS PER SPECIFICATIONS. 10.28.09SURFACE MOUNTED COMBINATION FOLDED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE PER SPECIFICATIONS. OWNER PROVIDED, CONTRACTOR INSTALLED PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.15SURFACE MOUNTED TOILET PAPER HOLDER. OWNER PROVIDED CONTRACTOR INSTALLED PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.19SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL. OWNER PROVIDED, CONTRACTOR INSTALLED PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.27SHOWER CURTAIN ROD, OWNER FURNISHED, CONTRACTOR INSTALLED. 10.28.6118" VERTICAL GRAB BAR PER SPECIFICATIONS. CONTRACTOR PROVIDED AND INSTALLED. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.6542" HORIZONTAL GRAB BAR. 10.28.6648" HORIZONTAL GRAB BAR PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.28.6748" L-SHAPED SHOWER GRAB BAR AS PART OF SHOWER SYSTEM AND PER SPECIFICATIONS. REFER TO MOUNTING HEIGHT SCHEDULE. 10.44.01BRACKET-MOUNTED FIRE EXTINGUISHER. LOCATE TOP OF FIRE EXTINGUISHER AT 48" A.F.F. 10.44.02FIRE EXTINGUISHER IN SEMI-RECESSED CABINET. LOCATE TOP OF CABINET PULL AT 48" A.F.F. 10.51.02ADA COMPLIANT 48" X 20" LOCKER BENCHES. 10.51.0318" 18" TWO-TIERED METAL LOCKERS WITH BASE AND SLOPED TOP. 10.51.0418" W 18" ACCESSIBLE METAL LOCKER. PROVIDE ADA COMPLIANT HARDWARE. 11.00.03WALL MOUNTED, MULTI-STATION HAND SINK. PER SPECIFICATIONS. 22.30.02HI-LO DRINKING FOUNTAINS PER MEP 22.40.0236" 60" ACCESSIBLE ROLL-IN SHOWER PAN WITH CONTROLS AND FOLD-DOWN SEAT PER FLORIDA ACCESSIBILITY CODE. 22.40.07ACCESSIBLE WALL-MOUNTED LAVATORY PER MEP. REFER TO MOUNTING HEIGHT SCHEDULE. 22.40.08URINAL PER MEP. 22.40.12MOP SINK PER MEP 22.40.17FLOOR DRAIN PER MEP. 22.40.31SHOWER HEAD PER MEP 22.40.34TANKLESS FLOOR MOUNTED WATER CLOSET PER MEP. 22.40.35TANKLESS FLOOR MOUNTED, ACCESIBLE WATER CLOSET PER MEP. REFER TO MOUNTING HEIGHT SCHEDULE. KEYNOTE LEGEND 1/2" = 1'-0" 3 ENLARGED FLOOR PLAN -LOCKER ROOMS NORTH NORTH 3/4" = 1'-0" 4 CMU AT MAINFRAME -TECH AREA CORNERS
L L AREA FACTOR TOTAL OCC. 2914 SF 10 300 201 STORAGE 42 -414 CODE: FBC 1007.1.1 EQUIPMENT PLATFORM 202 OPEN TO BELOW OPEN TO BELOW IT CLOSET 203 81 SF 300 203 STORAGE 10.44.01 FE 10.44.01 AREA FACTORTOTAL OCC. 1884 SF 300 204 STORAGE OPEN TO BELOW FE 10.44.01 FE FE 10.44.01 EQUIPMENT PLATFORM 137 81 -3 ST1 ST2 ST3 CODE: FBC 1006.2.1 100' MAX COMMON PATH OF EGRESS WITH SPRINKLER TO BOTTOM OF STAIR R75 -0 R 75R 750 R750 ISSUE DATE 319 MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-865-6100 DRAWN BY CHECKED BY PROJECT NOTFORCONSTRUCTION GEORGIY MANDRIK AR102789 BUTLER, ROSENBURY & PARTNERS, INC. COPYRIGHT 2023 BUTLER, ROSENBURY PARTNERS, INC. REVISIONS CITY REVIEW STAMP Autodesk Docs://21041 OSOF OPTIMUM RV SERVICE CENTER OCALA FLORIDA/A-ARCH-OSOF-R22.rvt 6/2/2023 10:06:24 AM A0.4 06/16/2023 MEZZANINE EGRESS PLAN OPTIMUM RV SERVICE CENTER CGR/HRJ MDH 21.041.OSOF 7400 US-441, OCALA, FLORIDA 34480 3/32" = 1'-0" 1 MEZZANINE -LIFE SAFETY PLAN NORTH 10.44.01BRACKET-MOUNTED FIRE EXTINGUISHER. LOCATE TOP OF FIRE EXTINGUISHER AT 48" A.F.F. KEYNOTE LEGEND
EGRESS OCCS. FACTOR REQ'D CALC 32" 7.2" 36 0.2" 72" EGRESS OCCS. FACTOR REQ'D PROVIDED CALC STAIR 1.8"36" 0.3" 44" OFFICE 111 MENS 112 WOMENS 114 LOUNGE 102 RETAIL 101 MANAGERS TOWER 106 LOBBY 100 CONSULT 105 OFF 104B SERV MGR 103 ELEC 119 FIRE RISER 118 RR 120 RR 121 ALCOVE 113 CIRCULATION 107 PARTS 122 3769 SF 13 300 116 STORAGE 14339 SF 48 300 124 S-1 SERVICE BAYS 474 SF 60 101 MERCANTILE 479 SF 150 102 BUSINESS AREA FACTORTOTAL OCC. 1164 SF 8 150 100 BUSINESS 100 SF 150 105 BUSINESS 91 SF 150 104 BUSINESS AREA FACTORTOTAL OCC. 101 SF 150 103 BUSINESS 332 SF 150 106 BUSINESS 54 SF 300 110 STORAGE 151 SF 150 111 BUSINESS 30 1 5 60 36 24 8 106 SF 1 150 126 BUSINESS 118 SF 150 108 BUSINESS 1 AREA FACTORTOTAL OCC. 500 SF 11 50 129 CONC. BUSINESS 21 11 EGRESS REQ'D PROVIDED DOOR 32"4.8" 24 0.2" 72" EGRESS OCCS. 32"4.2" 21 0.2" 36" EGRESS OCCS. FACTOR REQ'D PROVIDED CALC DOOR 32" 6" 30 0.2" 72" EGRESS REQ'D PROVIDED STAIR 1.5"36" 0.3" 44" ST2 125 JAN 110 FE FE FE FE FE FE FE 10.44.01 10.44.01 10.44.02 10.44.02 10.44.01 10.44.01 10.44.01 AREA FACTORTOTAL OCC. 91 SF 150 120 BUISNESS 1 16 EGRESS OCCS. FACTOR REQ'D PROVIDED CALC DOOR 32"3.2" 16 0.2" 36" 13 OFF 104A AREA FACTORTOTAL OCC. 13143 SF 44 300 127 S- SERVICE BAYS EGRESS OCCS. FACTOR REQ'D CALC 32"9.8" 49 0.2" 72" 22 FE 10.44.01 FE 10.44.01 FE 10.44.01 542 SF 37 15 130 UNCONC. ASM. 37 EGRESS OCCS. FACTOR REQ'D PROVIDED CALC DOOR 32"7.4" 37 0.2" 36" EGRESS OCCS. FACTOR REQ'D CALC 2.1"36" 0.3" 36" 37 49 CODE: FBC 1004.5 30 AREA FACTORTOTAL OCC. 272 SF 50 135 MENS LOCKER 171 SF 50 136 WOMENS LOCKER 10 3 30 24 5 12 31 R75 -0 R75 -0 R 5 - 0 R 750 R75-0 R 750 R75 -0 R75 -0 R 75 - 0 R 5 -0 24 22 PULL THROUGH CANOPY ISSUE DATE 319 MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-865-6100 DRAWN BY CHECKED BY PROJECT NOTFORCONSTRUCTION GEORGIY MANDRIK AR102789 BUTLER, ROSENBURY & PARTNERS, INC. COPYRIGHT 2023 BUTLER, ROSENBURY PARTNERS, INC. REVISIONS CITY REVIEW STAMP Autodesk Docs://21041 OSOF OPTIMUM RV SERVICE CENTER OCALA FLORIDA/A-ARCH-OSOF-R22.rvt 6/2/2023 10:06:19 AM A0.3 06/16/2023 FIRST FLOOR EGRESS PLAN OPTIMUM RV SERVICE CENTER CGR/HRJ MDH 21.041.OSOF 7400 US-441, OCALA, FLORIDA 34480 3/32" = 1'-0" 1 1ST FLOOR -LIFE SAFETY PLAN 10.44.01BRACKET-MOUNTED FIRE EXTINGUISHER. LOCATE TOP OF FIRE EXTINGUISHER AT 48" A.F.F. 0.44.02FIRE EXTINGUISHER IN A SEMI-RECESSED CABINET. LOCATE TOP OF CABINET PULL AT 48" A.F.F. KEYNOTE LEGEND NORTH
DETAILS
A1.17GLAZING ELEVATIONS
A1.18HEAD, JAMB, SILL WINDOW DETAILS
A1.19HEAD, JAMB, SILL STOREFRONT DETAILS
A2.1OVERALL BUILDING ELEVATIONS
A2.2OVERALL BUILDING SECTIONS
A3.1WALL SECTIONS AND DETAILS
A3.2ENTRY WALL SECTION AND DETAILS
A3.3POOL WALL SECTION AND DETAILS
A3.4MISCELLANEOUS WOOD FRAMED DETAILS
A3.10STAIR 1 SECTION AND PLANS
A3.11STAIR 2 SECTION AND PLANS
A3.12ELEVATOR & LINEN CHUTE PLANS AND SECTION
A4.1OVERALL ROOF PLAN A6.1FIRST AND SECOND REFLECTED CEILING PLANS A6.2THIRD AND FOURTH REFLECTED CEILING PLANS A6.3FIRST FLOOR ENLARGED RCP- A A6.4FIRST FLOOR ENLARGED RCP -
DRAWING INDEX BUILDING CODE DATA 4 STORY -125 ROOM HOTEL THE REVIT MODEL IS PROVIDED FOR THREE-DIMENSIONAL DESIGN INTENT AND GENERAL COORDINATION ONLY. ALL CONSTRUCTION, SUBMITTALS, AND SHOP DRAWINGS SHALL BE COORDINATED AND BUILT FROM THE SEALED AND APPROVED DRAWINGS. THE LEVEL OF DETAIL IS NOT SUITABLE TO BE USED AS A FABRICATION TOOL BY THE GENERAL CONTRACTOR OR SUBCONTRACTORS. SEPARATE MODELS SHALL BE CREATED BY THE GENERAL CONTRACTOR AND/OR SUBCONTRACTORS WHEN REQUIRED. 2880 TECHNOLOGY BLVD W, BOZEMAN, MT 59718 PHONE: 406.587.0721 3045 S. KANSAS EXPY SPRINGFIELD, MO 65807 Phone: 417-708-9315 CHARLES M. TAYLOR, P.E. STRUCTURAL ENGINEER OF RECORD HAMPTON INN & SUITES BY HILTON YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 23.008 - HIBM 6/5/2023 HAMPTON INN & SUITES BY HILTON 23.008HIBM YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 DESIGN DEVELOPMENT PACKAGE 6/5/2023 ARCHITECTURAL DRAWINGS A0.0COVER SHEET A0.1ACCESSIBILITY STANDARDS A0.2EGRESS PLAN - FIRST AND SECOND FLOOR A0.3EGRESS PLANS - THIRD AND FOURTH FLOORS A0.4ARCHITECTURAL SITE PLAN A0.5WALL, PARTITION, ROOF, AND FLOOR TYPES A1.1FIRST AND SECOND FLOOR PLAN A1.2THIRD AND FOURTH FLOOR PLANS CIVIL DRAWINGS 1SURVEY FIRE PROTECTION SYSTEMS NFPA 13 AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT CLASS STANDPIPE PROVIDED PORTABLE FIRE EXTINGUISHERS PROVIDED FIRE ALARM SYSTEM PROVIDED ACCESSIBILITY ACCESSIBLE SLEEPING UNITS TOTAL REQUIRED – 2 SHALL HAVE ROLL-IN SHOWER ENERGY CODE SUMMARY 2021 IECC - INTERNATIONAL ENERGY CONSERVATION CODE ZONE 6B - MONTANA ROOFS INSULATION ENTIRELY ABOVE DECK AVERAGE R-30 ci (or U-0.032) ATTIC AND OTHER R-49 (or U-0.021) WALLS (ABOVE GRADE) MASS R-15.2 ci (or U-0.071) WOOD FRAMED R-13 + R-7.5 (or U-0.051) WALLS (BELOW GRADE) BELOW GRADE WALL R-15 ci (or U-0.063) SLAB ON GRADE UNHEATED SLABS R-20 FOR 24 BELOW APPLICABLE CODES BUILDING CODE 2021 INTERNATIONAL BUILDING CODE (IBC) ENERGY CODE 2021 INTERNATIONAL ENERGY CONSERVATION CODE (IECC) FIRE CODE 2021 INTERNATIONAL FIRE CODE (IFC) ELECTRICAL CODE 2020 NATIONAL ELECTRIC CODE (NFPA 70 NEC) MECHANICAL CODE 2021 INTERNATIONAL MECHANCIAL CODE (IMC) PLUMBING CODE 2021 INTERNATIONAL PLUMBING CODE (IPC) ACCESSIBILITY CODE 2017 ICC/ANSI A117.1-09 NUMBER OF FLOORS 5A CONSTRUCTION FLOORS BUILDING AREA FIRST FLOOR 20,566 SF SECOND FLOOR 16,546 SF THIRD FLOOR 17,560 SF FOURTH FLOOR 17,560 SF TOTAL AREA 72,232 TOTAL SQFT USE AND OCCUPANCY CLASSIFICATION A- ASSEMBLY FIRST FLOOR – PUBLIC AREAS R- HOTEL FIRST THROUGH FOURTH FLOORS BUILDING HEIGHT LIMIT ANALYSIS A- ASSEMBLY TYPE 5A – STORIES R- HOTEL TYPE 5A – STORIES MAXIMUM BUILDING HEIGHT ELEVATION PER AVIGATION EASEMENT - 4520 PROPOSED FINISH FLOOR ELEVATION - 4462 PROPOSED BUILDING HEIGHT TO HIGHEST POINT - 58' - 0" BUILDING AREA ANALYSIS ALLOWABLE FLOOR AREA: A- ASSEMBLY TYPE 5A – 34,500 SF R- HOTEL TYPE 5A – 36,000 SF INCIDENTAL USE AREAS MECHANICAL ROOM HOUR FIRE PARTITION (PER HILTON DESIGN STANDARDS) MAIN LAUNDRY (>100 SF) HOUR FIRE PARTITION (PER HILTON DESIGN STANDARDS) LINEN COLLECTION RM (>100 SF) HOUR FIRE BARRIER (PER TABLE 509.1 2021 IBC) LINEN CHUTE DISCHARGE HOUR FIRE BARRIER (PER 713.13.4 2021 IBC) TYPES OF CONSTRUCTION CONSTRUCTION TYPE 5A (FIRST THROUGH FOURTH FLOORS) FIRE-RESISTANCE RATING REQUIREMENTS PER TABLE 601 TYPE 5A STRUCTURAL FRAME HOUR EXT. BEARING WALLS HOUR EXT. NON BEARING WALLS <30 FEET TO PL OR CL ROW HOUR >30 FEET TO PL OR CL ROW HOUR INT. BEARING WALLS HOUR INT. NONBEARING WALLS HOUR FLOOR CONSTRUCTION HOUR (FIRST THROUGH FOURTH FLOORS) ROOF CONSTRUCTION HOUR FIRE SEPARATION DISTANCE PER TABLE 705.5 >30 FEET HOUR FIRE-RESISTANCE-RATED CONSTRUCTION FIRE BARRIERS HOUR AT INCIDENTAL USE AREAS AND SEPARATION OF A- AND R-1 OCCUPANCIES ON FIRST FLOOR SHAFT ENCLOSURES HOUR FIRE BARRIERS FIRE PARTITIONS WALLS SEPARATING SLEEPING UNITS 1 HOUR RATED CORRIDOR WALLS HOUR RATED AT -1 CORRIDOR WALLS HOUR RATED AT -2 HORIZONTAL ASSEMBLIES HR FLOOR ASSEMBLY REQUIRED TO SEPARATE ALL FLOORS FIRE-RESISTANCE RATING INDIVIDUAL PROTECTION REQUIRED FOR STRUCTURAL MEMBERS FIRE DOOR RATINGS -1/2 HOUR AT 2 HOUR RATED BARRIERS -1/2 HOUR AT 1 HOUR FIRE BARRIERS PROJECT SITE TRUE NORTH INTERIOR DESIGN DRAWINGS ID101FIRST FLOOR FURNITURE PLAN ID301PUBLIC ELEVATIONS ID401TYP. GUESTROOM PLAN & ELEVATIONS MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS ME0.0MECHANICAL AND ELECTRICAL SYMBOLS AND NOTES ME1.1MECHANICAL AND ELECTRICAL ROOF PLANS M1.1UNDERSLAB PLUMBING PLAN – NORTH M1.2UNDERSLAB PLUMBING PLAN – SOUTH M1.3FIRST FLOOR PLUMBING PLAN – NORTH M1.5SECOND FLOOR PLUMBING PLANS STRUCTURAL DRAWINGS S0.0GENERAL NOTES S0.1SPECIAL INSPECTIONS & 3D VEIWS S1.0OVERALL FOUNDATION PLAN S1.1FOUNDATION PLAN - AREA A S1.2FOUNDATION PLAN - AREA B S2.1FOUNDATION DETAILS S2.2FOUNDATION DETAILS S3.0OVERALL FRAMING PLAN S3.1SECOND FLOOR FRAMING PLAN - AREA A S3.2SECOND FLOOR FRAMING PLAN - AREA B S3.3THIRD & FOURTH FLOOR FRAMING PLAN AREA A S3.4THIRD & FOURTH FLOOR FRAMING PLAN AREA B S3.5ROOF FRAMING PLAN - AREA A S3.6ROOF FRAMING PLAN - AREA B S4.1FRAMING DETAILS S4.2FRAMING DETAILS S5.1SHEAR WALL PLANS FOOD SERVICE EQUIPMENT DRAWINGS K1.1Unnamed LAUNDRY SERVICE DRAWINGS FITNESS DRAWINGS LANDSCAPE DRAWINGS ARCHITECTURAL DRAWINGS A1.3ENLARGED FIRST FLOOR PLAN - A A1.4ENLARGED FIRST FLOOR PLAN - B A1.5ENLARGED FLOOR PLANS A1.6ENLARGED RESTROOM FLOOR PLANS PUBLIC A1.7GUESTROOM - KING AND KING EXTENDED A1.8GUESTROOM - KING ACC. AND KING STUDIO ACC. A1.9GUESTROOM - KING STUDIO & KING STUDIO WIDE A1.10GUESTROOM - DOUBLE QUEEN AND DQ EXT. A1.11GUESTROOM - DQ WIDE AND DQ WIDE EXTENDED A1.12GUESTROOM - DOUBLE QUEEN ACCESSIBLE A1.13ENLARGED GUESTROOM RESTROOMS A1.14ENLARGED ACC. GUESTROOM RESTROOMS A1.15TRASH ENCLOSURE A1.16DOOR SCHEDULE AND
B A6.5ENLARGED RCPS MECHANICAL, ELECTRICAL & PLUMBING DRAWINGS M1.6THIRD FLOOR PLUMBING PLANS M1.7FOURTH FLOOR PLUMBING PLANS M2.1FIRST FLOOR HVAC PLAN NORTH M2.2FIRST FLOOR HVAC PLAN SOUTH M2.3SECOND FLOOR HVAC PLANS M2.4THIRD FLOOR HVAC PLANS M2.5FOURTH FLOOR HVAC PLANS M2.6FIRST FLOOR HVAC PIPING PLAN NORTH M2.7FIRST FLOOR HVAC PIPING PLAN SOUTH M2.8SECOND FLOOR HVAC PIPING PLANS M2.9THIRD FLOOR HVAC PIPING PLANS M2.10FOURTH FLOOR HVAC PIPING PLANS M3.1ENLARGED PLUMBING PLANS M5.1HVAC DETAILS AND SCHEDULES E1.1FIRST FLOOR LIGHTING PLAN – NORTH E1.2FIRST FLOOR LIGHTING PLAN – SOUTH E2.1FIRST FLOOR POWER PLANS E2.2SECOND FLOOR ELECTRICAL PLANS E2.3THIRD FLOOR ELECTRICAL PLANS E2.4FOURTH FLOOR ELECTRICAL PLANS E3.1ENLARGED ELECTRICAL PLANS E4.2ELECTRICAL DETAILS
15' 4" A1.15 4 A1.15 TW1 42dA TW1 TW1 1' 11" 9" 3' 0" 0" 3' 0" 12'0" CLEAR SLOPE 1/4" PER FOOT SLOPE UP 14' 0 3/4" 24' 8" 12' 5/8" 12' 3/8" 13.30.02 26.50.01 TW1 4' 6" 5' 0" T02 T01 STORAGE T01 TRASH ENCLOSURE T02 07.60.06 99' 1/2" 100' 0" 11 A1.15 A1.15 A1.15 9 A1.15 08.30.02 13.30.02 05.10.02 07.62.02 08.37.05 07.60.04 07.60.03 08.30.03 E-3 05.10.02 T01 T02 A1.15 10 10' 0" TO TOP A1.15 1' 4" TW1 42dA TW1 03.00.03 32.00.02 07.62.02 13.30.02 TYP. R3 A1.15 A1.15 6 A1.15 TW1 R3 32.00.02 03.00.03 08.37.05 A1.15 04.22.06 07.92.04 07.62.03 07.54.05 05.20.01 R3 TW1 S OPE 3 4 10 07.60.05 07.60.06 07.62.37 07.50.13 06.10.16 R3 42dA 04.22.06 04.22.06 3 4 1-0 SLOPE FIRST FLOOR 0" 42dA R3 07.60.05 04.22.06 3 1-0 05.10.02 03.00.03 TW1 T01 04.22.06 08.37.05 R3 05.10.02 08.30.05 08.30.02 13.30.02 TW1 6" TW1 08.37.02 04.22.07 FIRST FLOOR 0" 08.30.02 08.30.04 05.10.02 TW1 T02 03.00.03 32.30.02 07.92.04 04.22.06 07.92.04 10' 0" ISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:37:36 PM A1.15 6/5/2023 TRASH ENCLOSURE YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON ANS HRJ GAK 23.008 - HIBM 03.00.03CONCRETE FLOOR SLAB PER STRUCTURAL DRAWINGS. 04.22.06BOND-BEAM PER STRUCTURAL. 04.22.07GROUT BLOCK CELLS FULL. 05.10.02STEEL GATE POST PER STRUCTURAL WITH SOLID CAP. PAINT WITH HIGH PERFORMANCE COATING. 05.20.01JOIST HANGER PER STRUCTURAL DRAWINGS. 06.10.162X EXTERIOR PRESSURE TREATED WOOD BLOCKING AS REQUIRED. 07.50.13TPO ROOF FLASHING MEMBRANE. EXTEND OVER METAL FLASHING. 07.54.0560 MIL TPO ROOF MEMBRANE. EXTEND MEMBRANE UP CMU PARAPET WALLS AND EXTEND OVER TOP OF PARAPET FRAMING. 07.60.03PREFINISHED METAL 3"X4" 24 GAUGE DOWNSPOUT. PER SPECIFICATIONS. 07.60.04PREFINISHED METAL 4"X4" 24 GAUGE GUTTER 07.60.05PREFINISHED METAL 4"X4" 24 GAUGE GUTTER WITH 1/8" 1" PREFINISHED STEEL BRACKETS AT 36" 07.60.06PREFINISHED METAL 3"X4" 24 GAUGE DOWNSPOUT WITH 1" WIDE HANGERS AT 36" O.C. PER SPECIFICATIONS. 07.62.02PREFINISHED METAL COPING CAP OVER SINGLE PLY MEMBRANE FLASHING OVER SELF-ADHERED MEMBRANE FLASHING. LAP FACE OF COPING 3" MIN. OVER WALL FINISH AND ATTACH TO CONTINUOUS CLEAT ALONG BOTH FACES. ANCHOR CLEAT TO WOOD BLOCKING OR TOP TRACK. SLOPE TOP OF PARAPET TO MAINTAIN 1/2" PER FOOT SLOPE MINIMUM. 07.62.03PREFINISHED METAL COPING CAP OVER SINGLE PLY MEMBRANE FLASHING OVER SELF-ADHERED MEMBRANE FLASHING. LAP FACE OF COPING 3" MIN. OVER WALL FINISH AND ATTACH TO CONTINUOUS CLEAT ALONG FRONT FACE. ANCHOR CLEAT TO WOOD BLOCKING OR TOP TRACK. ATTACH 4" MIN. BACK FACE OF COPING WITH EXPOSED FASTENERS. APPLY SELF-ADHERED MEMBRANE FLASHING OVER TOP OF PARAPET TO FRONT FACE OF PARAPET. SLOPE PARAPET TO MAINTAIN 1/2" PER FOOT MINIMUM. 07.62.37PREFINISHED ROOF EDGE METAL FLASHING. 07.92.04CONTINUOUS SEALANT 08.30.02CORRUGATED METAL PANELS FASTENED TO GALVANIZED TUBE STEEL SUBFRAME. PROVIDE DIAGONAL BRACING AT EACH GATE LEAF. PAINT STEAL WITH HIGH PERFORMANCE COATING. 08.30.03LOCKABLE HASP. 08.30.04EXTRA HEAVY DUTY GALVANIZED STEEL GATE HINGE. MIN. PER LEAF. 08.30.05 08.37.02SECTIONAL OVERHEAD DOOR FRAMING PER MANUFACTURER. 08.37.05STEEL SECTIONAL MANUAL OVERHEAD DOOR. NON-INSULATED. PROVIDE KEY ACCESS CONTROL. 13.30.026" DIAMETER STEEL PIPE BOLLARD. FILL WITH CONCRETE. PAINT WITH HIGH PERFORMANCE COATING. 26.50.01LIGHT FIXTURE PER ELECTRICAL DRAWINGS. 32.00.02FOR GRADING, LANDSCAPING, PAVING, ETC., REFER TO LANDSCAPE/CIVIL PLANS, TYPICAL. 32.30.02FINISH GRADE, SLOPE PER GRADING PLAN IN LANDSCAPE/CIVIL PACKAGE. KEYNOTE LEGEND 1/4" = 1'-0" 1 PLAN -TRASH ENCLOSURE STORAGE 1/4" 1'-0" 2 ELEVATION -TRASH ENCLOSURE / STORAGE 1/4" = 1'-0" 3 SECTION -TRASH ENCLOSURE STORAGE 1/4" 1'-0" 4 SECTION -TRASH ENCLOSURE / STORAGE 2 PLAN NORTH TRUE NORTH 1/2" = 1'-0" 5 TRASH ENCLOSURE HIGH END 1 1/2" = 1'-0" 6 TRASH ENCLOSURE LOW END 3/4" 1'-0" 11 WALL SECTION -TRASH ENCLOSURE 3/4" 1'-0" 8 TRASH ENCLOSURE HEAD DETAIL 1 1/2" = 1'-0" 7 ENLARGED TRASH ENCLOSURE -CORNER DETAIL 1/2" = 1'-0" 9 OVERHEAD DOOR JAMB DETAIL 3/4" = 1'-0" 10 SECTION -GATE -TRASH ENCLOSURE
1. ALL GLASS IN THE EXTERIOR WINDOWS, STOREFRONT AND WINDOW WALLS SHALL BE 1" INSULATING UNITS PER THE SPECIFICATIONS, UNLESS NOTED OTHERWISE. REFERENCE SPECIFICATIONS FOR SPECIAL LOCATIONS WHERE INSULATED TEMPERED GLASS IS TO BE PROVIDED FOR SOUND CONTROL. ALL INTERIOR STOREFRONT SHALL HAVE 1/4" CLEAR GLASS, UNLESS OTHERWISE NOTED. 2. ALL GLASS IN EXTERIOR DOORS SHALL BE 1" INSULATING TEMPERED GLASS UNITS PER THE SPECIFICATIONS. 3. PROVIDE TEMPERED GLASS AT LOCATIONS REQUIRED BY RELEVANT APPLICABLE CODES. 4. ALL ALUMINUM FRAMING TO BE DARK BRONZE UNLESS NOTED OTHERWISE. 5. PROVIDE SAFETY GLAZING IN ALL DOORS. 6. PROVIDE TEMPERED GLASS AT COVATIONS REQUIRED BY THE BUILDING CODE. 7. PROVIDE SPRAY URETHANE FOAM INSULATION AT ALL VOIDS IN EXTERIOR WINDOW, STOREFRONT, AND HOLLOW METAL FRAMES. 8. PROVIDE CONTINUOUS BACKER ROD AND SEALANT AT PERIMETER OF ALL EXTERIOR DOOR AND WINDOW FRAMES. JOINT SHALL BE 3/4" WIDE MAXIMUM. 9. PROVIDE SHIMS AS NEEDED AT ALL DOORS, WINDOWS, AND STOREFRONT. SHIMS ARE INDICATED BUT NOT KEYNOTED ON ENLARGED DETAILS. 10. PROVIDE CONTINUOUS SEALANT AT PERIMETER OF ALL INTERIOR DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED 11. PROVIDE CONTINUOUS SEALANT AT PERIMETER OF ALL INTERIOR DOOR AND WINDOW FRAMES. CAULK AFTER WALL COVERING IS INSTALLED. 12. ALL THRESHOLDS SHALL BE SET IN FULL BED OF SEALANT. LEGEND: T -TEMPERED (TEMPERED INSULATING UNITS AT EXTERIOR) STOREFRONT AND WINDOW GENERAL NOTES FIRST FLOOR 100' - 0" 7' 1 3/4" 2' 3/8" 123B S14 T T PER DOOR SCHEDULE 5' 5" 7 A1.19 8 A1.19 9 A1.19 FIRST FLOOR 100' - 0" T T A1.19 A1.19 A1.19 4 A1.19 A1.16 10 A1.16 S1 FIRST FLOOR 100' - 0" 9' 0" EQ EQ 5' 8" S2 1' 9" 7' 3" T 1 A1.19 A1.19 A1.19 4 A1.19 SIM. SIM. SIM. SIM. FIRST FLOOR 100' - 0" PER DOOR SCHEDULE 4' 8" 7' 11" 9' 0" 113 S3 1' 9" 7' 3" A1.19 A1.19 A1.19 1 A1.19 SIM. SIM. SIM. SIM. FIRST FLOOR 100' - 0" 11" 9' 0" 1' 9" 7' 3" S4 EQ EQ T T 2 A1.19 6 A1.19 A1.19 1 A1.19 SIM. SIM. SIM. SIM. FIRST FLOOR 100' - 0" 9' 0" 8' 2" PER DOOR SCHEDULE 5 1/2" 2' 1/2" 1' 11" 5' 0 1/2" 2' 0 1/2" 124 S5 T T T 12 A1.19 13 A1.19 A1.19 A1.16 SIM. FIRST FLOOR 100' - 0" 9' 0" 8' 2" 6' 11 1/2" 2' 0 1/2" EQ EQ S6 T T 12 A1.19 A1.19 13 A1.19 SIM. SIM. SIM. FIRST FLOOR 100' - 0" 2' 0 1/2" 6' 11 1/2" 9' 0" EQ EQ 6" T S7 A1.19 13 A1.19 12 A1.19 SIM. SIM. SIM. FIRST FLOOR 100' - 0" 9' 0" 1' 9" PER DOOR SCHEDULE 5' 0" 123C S8 1' 10" 7' 2" 12 A1.19 A1.19 8 A1.16 SIM. SIM. FIRST FLOOR 100' - 0" 2' 1/2" 4' 11 1/2" 7'0" EQ EQ 8' 0" S9 T A1.19 6 A1.19 A1.19 SIM. SIM. FIRST FLOOR 100' - 0" 2' 0 1/2" 4' 11 1/2" 7'0" EQ EQ 5' 6" S10 T A1.19 A1.19 4 A1.19 SIM. SIM. SIM. FIRST FLOOR 100' - 0" 1' 3/8" PER DOOR SCHEDULE 7' 1 3/4" 123A S15 0" 7 A1.19 A1.19 SIM. SIM. SIM. FIRST FLOOR 100' - 0" 12 7' 2" S16 5/8" 5' 3/8" 2'0 1/2" 5' 1 1/2" FOUR EQUAL PANELS T T A1.19 A1.19 A1.19 SIM. SIM. SIM. SECOND FLOOR 114' - 0" 7' 11" 4' 8 1/4" S11 11 1/2" 3' 11 1/2" 3' 4 1/4" 1' 4" 10 A1.19 11 A1.19 12 A1.19 SIM. SECOND FLOOR 114' - 0" 5' 15/16" 4'8" EQ EQ S12 A1.19 1 A1.19 A1.19 SIM. SIM. SIM. SECOND FLOOR 114' - 0" 7' 0" 6" W3 23 A1.18 24 A1.18 25 A1.18 FIRST FLOOR 100' - 0" 6' 10" 5' 8" W1 EQ EQ 15 A1.18 26 A1.18 27 A1.18 14 A1.18 28 A1.18 30 A1.18 31 A1.18 32 A1.18 36 A1.18 39 A1.18 29 A1.18 FIRST FLOOR 100' - 0" 6' 10" 5' 8" W2 EQ EQ 29 A1.18 37 A1.18 11 A1.19 FIRST FLOOR 100' - 0" 1 A1.19 A1.19 A1.19 7 A1.19 SIM. SIM. SIM. S17 ISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:37:37 PM A1.17 6/5/2023 GLAZING ELEVATIONS YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON ANS GAK 23.008 - HIBM KEYNOTE LEGEND S14 S1 S2 S3 S4 S5 S6 S7 S8 S9 S10 S15S16 S11 S12 W3 EXTERIOR STOREFRONT TYPES INTERIOR STOREFRONT TYPES WINDOW TYPES W1W2 S17
THIRD FLOOR 124' - 8" 08.91.02 08.51.02 07.92.16 07.60.09 08.51.03 07.27.07 23.00.05 07.92.04 07.92.16 06.10.18 SECOND FLOOR 114' - 0" 07.92.16 08.51.02 07.92.16 07.62.41 07.65.09 07.25.02 W12 07.24.20 12.20.08 08.51.02 07.92.16 07.92.13 07.25.02 07.65.09 07.92.16 08.51.02 07.92.16 07.24.20 07.65.09 07.62.41 12.20.08 07.65.10 07.25.02 07.92.16 08.51.02 07.92.13 07.65.09 07.25.02 07.92.16 08.51.02 07.92.13 07.65.09 07.25.02 FIRST FLOOR 100' - 0" 07.24.20 08.51.03 07.92.16 07.92.04 23.00.05 08.51.02 08.91.02 07.92.16 07.25.01 07.65.09 07.60.10 THIRD FLOOR 124' - 8" 08.51.03 08.51.02 12.30.03 07.92.16 07.25.02 07.60.09 07.92.16 THIRD FLOOR 124' - 8" 08.51.03 08.51.02 12.30.03 07.92.16 07.25.02 07.60.09 07.92.16 THIRD FLOOR 124' - 8" 08.51.03 08.51.02 12.30.03 07.92.16 07.25.02 07.60.09 07.92.16 07.92.16 08.51.02 07.92.16 07.24.20 07.65.09 07.62.41 12.20.08 07.65.10 07.25.02 ISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:37:38 PM A1.18 6/5/2023 HEAD, JAMB, SILL WINDOW DETAILS YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON ANS GAK 23.008 - HIBM 3" = 1'-0" 14 EIFS 8" -PTAC -TOWER FLOOR 3" = 1'-0" 15 EIFS 8" -WINDOW -HEAD 3" 1'-0" 23 EIFS FURRED OUT -SF -HEAD 3" = 1'-0" 24 EIFS FURRED OUT -SF -JAMB 3" = 1'-0" 25 EIFS FURRED OUT -ST -SILL 3" 1'-0" 26 STONE -WINDOW -HEAD 3" = 1'-0" 27 STONE -WINDOW -JAMB 3" = 1'-0" 28 EIFS -WINDOW -HEAD 3" 1'-0" 29 STONE -WINDOW -SILL 3" 1'-0" 30 WOOD LOOK PANEL -WINDOW -JAMB 3" = 1'-0" 31 EIFS -WINDOW -JAMB 3" = 1'-0" 32 EIFS 8" -WINDOW -JAMB 3" = 1'-0" 36 STONE -PTAC -FOUNDATION 3" = 1'-0" 37 EIFS -WINDOW -SILL 3" = 1'-0" 38 EIFS 8" -WINDOW -SILL 3" 1'-0" 39 WOOD LOOK PANEL -WINDOW -SILL 3" 1'-0" 4 WOOD LOOK PANEL -WINDOW -HEAD 06.10.18 7.24.20PROVIDE DRAINAGE MATERIAL PER MANUFACTURER'S DETAILS TO ENSURE PROPER SYSTEM DRAINAGE. PROVIDE WEEPS WHERE REQUIRED. 07.25.01WATER RESISTANT BARRIER COATING PER EIFS SPECIFICATION 07.25.02WATER RESISTIVE BARRIER COATING TO WRAP INSIDE INSIDE HEAD, JAMB, AND SILL TYPICAL AT ALL OPENINGS. 07.27.07FLUID APPLIED AIR MOISTURE BARRIER CONTINUOUS AT ALL EXTERIOR WALLS. SEALL ALL PENETRATION WITH SEALING TAPE. 07.60.09 07.60.10 07.62.41PREFINISHED SHEET METAL FLASHING WITH HEMMED DRIP EDGE. 07.65.09SEAL ALL NAIL HEADS AND FASTENER PENETRATIONS. 07.65.10SELF-ADHERED MEMBRANE FLASHING 07.92.04CONTINUOUS SEALANT 07.92.13BACKER ROD AND SEALANT 07.92.16CONTINUOUS SEALANT AT WINDOW AND DOOR FRAME PERIMETER 08.51.02NAILABLE FLANGE ALUMINUM WINDOW PER TYPE AND SPECIFICATIONS. 08.51.03 08.91.02 12.20.08 12.30.03STONE OR SIMULATED STONE SILL WITH 1/4" BEVELED EDGE. 23.00.05PTAC WALL SLEEVE. KEYNOTE LEGEND
1 F 2 E A2.2 A1.18 27 29 A1.18 A1.16 10 E.2 6 A3.10 1 F 2 E A2.2 A1.18 24 E.2 A3.10 1 F 2 E 1 A2.2 A1.18 31 37 A1.18 6 A3.10 F 2 E 1 A2.2 1 6 A3.10 FIRST FLOOR 100' - 0" SECOND FLOOR 114' - 0" THIRD FLOOR 124' - 8" FOURTH FLOOR 135' - 4" T.O. ROOF JOIST 147' - 8" F E T.O. MECHANICAL EQUIPMENT 157' - 0" T.O. FIN 158' - 0" A2.2 27 A1.18 31 A1.18 10 A1.16 ISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:38:12 PM A3.10 6/5/2023 STAIR 1 SECTION AND PLANS YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON HRJ GAK 23.008 - HIBM KEYNOTE LEGEND 1/4" 1'-0" 1 STAIR 1 -ENLARGED FIRST FLOOR PLAN 1/4" = 1'-0" 2 STAIR 1 -ENLARGED SECOND FLOOR PLAN 1/4" = 1'-0" 3 STAIR 1 -ENLARGED THIRD FLOOR PLAN 1/4" = 1'-0" 4 STAIR 1 -ENLARGED FOURTH FLOOR PLAN 3/8" 1'-0" 6 STAIR 1 -SECTION B
F E 21 22 A2.2 A3.11 41dA W12 W11 W12 W11 44dA ST2B A ST2A 4' 2" 11 EQUAL TREADS AT 11" = 10' 1" 4'8 3/8" 10' 10 3/4" 11 3/4" 1' 0 3/4" 19' 7" 4' 8 3/4" TO LANDING ABOVE 11 EQUAL TREADS AT 11" = 10' 1" F E 21 22 A2.2 5 A3.11 A ST2E 44dA 41dA W1 W10 W10 W4 6' 6 13/16" 8'3" 4' 1 5/8" 19' 7" F E 21 22 A2.2 W1 W10 W11 W7 ST2C 19' 7" 11' 10 3/4" 4' 1 5/8" T O L A N D N G B E L O W 11 EQUAL TREADS AT 11" = 10' 1" 4'8 3/8" 7' 3/4" TO LANDING ABOVE 8 EQUAL TREADS AT 11" 7'4" 44dA 5 A3.11 A 41dA W1 F E 21 22 A2.2 W10 W1 W10 44dA 41dA W4 11' 10 3/4" 19' 7" 4' 2" TO LANDING ABOVE EQUAL TREADS AT 11" = 8' 3" 6' 3/4" 7' 3/4" TO LANDING BELOW 8 EQUAL TREADS AT 11" 7'4" A3.11 W1 FIRST FLOOR 100' - 0" SECOND FLOOR 114' - 0" THIRD FLOOR 124' - 8" FOURTH FLOOR 135' - 4" T.O. ROOF JOIST 147' - 8" F E T.O. MECHANICAL EQUIPMENT 157' - 0" T.O. FIN 158' - 0" A2.2 FIRST FLOOR 0" SECOND FLOOR 14' - 0" THIRD FLOOR 24' - 8" FOURTH FLOOR 35' - 4" ROOF 47' - 8" 24 A1.18 27 A1.18 31 A1.18 10 A1.16 T.O. SLAB 100' - 0" T.O. SECOND FLOOR 114' - 0" D.B. ROOF 147' - 8" T.O. STL. - SECOND FLOOR 113' - 7" E F T.O. THIRD FLOOR 124' - 8" T.O. FOURTH FLOOR 135' - 4" T.O. LOW PARAPET 150' - 4" T.O. HIGH PARAPET 158' - 0" E.2 T.O. STL. - POOL 111' - 10 7/8" T.O. STL. - THIRD FLOOR 124' - 3/4" ISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:38:16 PM A3.11 6/5/2023 STAIR 2 SECTION AND PLANS YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON HRJ GAK 23.008 - HIBM KEYNOTE LEGEND 1/4" = 1'-0" 1 STAIR 2 -ENLARGED FIRST FLOOR PLAN 1/4" = 1'-0" 2 STAIR 2 -ENLARGED FOURTH FLOOR PLAN 1/4" 1'-0" 3 STAIR 2 -ENLARGED SECOND FLOOR 1/4" = 1'-0" 4 STAIR 2 -ENLARGED THIRD FLOOR PLAN 3/8" = 1'-0" 5 STAIR 2 -SECTION A
L L L L L 1 C F 2 3 D E B A G H 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 2 A2.2 3 A2.2 5 A2.2 7 1 A2.2 STAIR ST1 VENDING 100 GUEST LAUNDRY 100A KING STUDIO 101 KING STUDIO 102 KING STUDIO 104 KING STUDIO 103 KING STUDIO ACC 105 KING STUDIO WIDE 106 KING 107 KING 108 DOUBLE QUEEN 110 FITNESS CENTER 130 PRECONVENE 127 FOOD PREP 112 PANTRY 113A BREAKFAST AREA 113 MECH 126 JANITOR 125G MEETING ROOM 128 BOARD ROOM 129 STORAGE 128A WOMEN 125F MEN 125E CORRIDOR 125 STORAGE 125C MECH. 125D MAIN LOBBY 115 ELEV LOBBY 122 CARTS 122B VESTIBULE 123 ELEV ELEV2 ELEV ELEV1 TREATS SHOP 115B FRONT DESK 115A WORK AREA 117 ENGINEER 116 COMM/PBX 117C SALES 117B MANAGER 117A BIKE AND SKI STORAGE 118 SNOWMELT MECH 118A DOUBLE QUEEN 132 KING 134 KING STUDIO 136 KING STUDIO 138 STAIR ST2 ELECTRICAL 139 KING STUDIO 137 KING STUDIO 135 KING 133 DOUBLE QUEEN 131 EMPLOYEE BREAKROOM 119 MECHANICAL 120 LAUNDRY 121 LINEN STORAGE 121C LINEN CHUTE 121B DRYERS 121A POOL EQUIPMENT 124D POOL 124A EMPLOYEE RR 119A MECH. 119B VESTIBULE 114 9' -0" 8' -6" 9' -0" 8' -6" 9' -0" 8' -6" -0" 9' -0" 9' -0" 8' -6" 9' -0" 8' -6" 9' -0" 8' -0" 8' -0" 8' -6" PLAN NORTH TRUE NORTH WD-1 WD-1 3 A1.9 A1.9 A1.8 3 A1.7 3 A1.9 A1.9 4 A1.9 A1.7 A1.10 3 A1.10 A1.7 3 A1.9 A1.9 3 A1.10 3 A1.7 3 A1.9 A1.9 A2.2 A3.12 1 C F 2 3 D E B A G H 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 A2.2 3 A2.2 5 A2.2 7 A2.2 LINEN STORAGE 200 KING STUDIO 201 KING STUDIO 203 KING STUDIO -WIDE 205 KING 207 DOUBLE QUEEN 209 KING ACC 211 KING EXTENDED 213 DOUBLE QUEEN 215 DOUBLE QUEEN 217 DOUBLE QUEEN 219 STAIR ST1 KING STUDIO 202 KING STUDIO 204 KING STUDIO -WIDE 206 KING 208 DOUBLE QUEEN 210 DOUBLE QUEEN WIDE 212 DQ -WIDE EXTENDED 214 DQ ACC 222 ELEV ELEV1 ELEV ELEV2 DOUBLE QUEEN 224 DOUBLE QUEEN 226 DOUBLE QUEEN 228 DOUBLE QUEEN 230 DOUBLE QUEEN 232 KING 234 KING STUDIO 236 KING STUDIO 238 STAIR ST2 DOUBLE QUEEN 223 DOUBLE QUEEN 225 DOUBLE QUEEN 227 DOUBLE QUEEN 229 DOUBLE QUEEN 231 KING 233 KING STUDIO 235 KING STUDIO 237 LINEN STORAGE 239 COORIDOR 240 8' -0" 7' -6" 8' -0" 7' -6" 8' -0" 7' -6" 8' -0" 7' -6" 8' -0" 7' -6" 8' -0" 7' -6" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 8' -0" 7' -6" 7' -6" 7' -6" 7' -6" 4 A1.9 PLAN NORTH TRUE NORTH A1.9 A1.9 4 A1.9 A1.9 3 A1.10 A1.8 A1.7 A1.10 A1.10 A1.10 3 A1.10 3 A1.10 A1.10 A1.10 3 A1.10 3 A1.7 3 A1.9 3 A1.9 3 A1.9 3 A1.9 A1.7 A1.10 A1.11 4 A1.11 2 A1.12 A1.10 A1.10 3 A1.10 A1.10 3 A1.10 3 A1.7 3 A1.9 3 A1.9 18' -6" 17' -4" 18' -6" 17' -4" 18' -6" 17' -4" 17' -4" 17' -4" A2.2 A3.12 2 A6.5 A6.5 SECOND FLOOR KEY PLAN THIRD AND FOURTH FLOOR SIMILAR GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETS GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETS BREAKFAST AREA - 2ND FLOOR ONLY ELEVATOR LOBBY -3RD AND 4TH FLOOR SIMILAR ACT-1 24"x24" ACOUSTICAL TILE CEILING. PUBLIC 24"x48" ACOUSTICAL TILE CEILING. BACK OF HOUSE GYPSUM BOARD CEILING. UNLESS DETAILED OTHERWISE, PROVIDE 5/8" GYPSUM BOARD OVER 7/8” FURRING CHANNELS AT 16”O.C. INSTALLED PERPENDICULAR TO AND OVER ½”CARRYING CHANNELS AT 48”O.C. SUSPENDED BY HANGERS AT 48”O.C. OPTIONAL SUSPENSION SYSTEM PER SECTION 092216 MAY BE PROVIDED. PROVIDE CONTROL JOINTS WHERE INDICATED AND MAX. 30'-0" SPACING. COORDINATE LOCATIONS WITH ARCHITECT. DIRECT FINISH SOFFIT. DIRECT FINISH SYSTEM PER SECTION 072419 OVER 5/8" EXTERIOR GLASS-MAT GYPSUM SHEATHING OVER FRAMING PER WALL SECTIONS AND STRUCTURAL. PRIMED & PAINTED UNDERSIDE OF FLOOR/ROOF SYSTEM. ACT-2 GB-1 WD-1 EXP CEILING FINISH LEGEND MOISTURE RESISTANT GYPSUM BOARD CEILING. UNLESS DETAILED OTHERWISE, PROVIDE 5/8" GYPSUM BOARD OVER 7/8” FURRING CHANNELS AT 16”O.C. INSTALLED PERPENDICULAR TO AND OVER ½”CARRYING CHANNELS AT 48”O.C. SUSPENDED BY HANGERS AT 48”O.C. OPTIONAL SUSPENSION SYSTEM PER SECTION 092216 MAY BE PROVIDED. PROVIDE CONTROL JOINTS WHERE INDICATED AND MAX. 30'-0" SPACING. COORDINATE LOCATIONS WITH ARCHITECT. GB-2 1. ALL DIMENSIONS ARE TO FINISH FACE OF GYPSUM BOARD UNLESS NOTED OTHERWISE. 2. PAINT GRILLS, SPEAKERS, AND DIFFUSERS TO MATCH COLOR OF ADJACENT CEILING UNLESS OTHERWISE NOTED BY INTERIOR DRAWINGS. 3. ALL LIGHTS, SMOKE DETECTORS, SPRINKLER HEADS, AND OTHER MEP ITEMS SHALL BE CENTERED ON CEILING TILES. GENERAL NOTES - REFLECTED CEILING PLAN 1 A6.5 A6.4 1 A6.3 FIRST FLOOR RCP KEY PLAN C GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETS GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETSISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:38:31 PM A6.1 6/5/2023 FIRST AND SECOND REFLECTED CEILING PLANS YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON ANS HRJ GAK 23.008 - HIBM KEYNOTE LEGEND 1/16" = 1'-0" 1 FIRST FLOOR REFLECTED CEILING PLAN 1/16" = 1'-0" 2 SECOND FLOOR REFLECTED CEILING PLAN
SD F SD SD SD SD SD F SD F SD F SD F SD F SD F SD F SD F SD F SD SD SD F SD F SD F SD SD SD F SD F SD ACT-1 24"x24" ACOUSTICAL TILE CEILING. PUBLIC 24"x48" ACOUSTICAL TILE CEILING. BACK OF HOUSE GYPSUM BOARD CEILING. UNLESS DETAILED OTHERWISE, PROVIDE 5/8" GYPSUM BOARD OVER 7/8” FURRING CHANNELS AT 16”O.C. INSTALLED PERPENDICULAR TO AND OVER 2 ½”CARRYING CHANNELS AT 48”O.C. SUSPENDED BY HANGERS AT 48”O.C. OPTIONAL SUSPENSION SYSTEM PER SECTION 092216 MAY BE PROVIDED. PROVIDE CONTROL JOINTS WHERE INDICATED AND MAX. 30'-0" SPACING. COORDINATE LOCATIONS WITH ARCHITECT. DIRECT FINISH SOFFIT. DIRECT FINISH SYSTEM PER SECTION 072419 OVER 5/8" EXTERIOR GLASS-MAT GYPSUM SHEATHING OVER FRAMING PER WALL SECTIONS AND STRUCTURAL. PRIMED & PAINTED UNDERSIDE OF FLOOR/ROOF SYSTEM. ACT-2 GB-1 WD-1 EXP CEILING FINISH LEGEND MOISTURE RESISTANT GYPSUM BOARD CEILING. UNLESS DETAILED OTHERWISE, PROVIDE 5/8" GYPSUM BOARD OVER 7/8” FURRING CHANNELS AT 16”O.C. INSTALLED PERPENDICULAR TO AND OVER 2 ½”CARRYING CHANNELS AT 48”O.C. SUSPENDED BY HANGERS AT 48”O.C. OPTIONAL SUSPENSION SYSTEM PER SECTION 092216 MAY BE PROVIDED. PROVIDE CONTROL JOINTS WHERE INDICATED AND MAX. 30'-0" SPACING. COORDINATE LOCATIONS WITH ARCHITECT. GB-2 C F D E B A G H 6 8 9 10 11 12 3 A2.2 A2.2 7 1 A2.2 9' -0" 9' -0" 9' -0" 9' -0" 10' -0" 8' -0" 8' -6" 8' -6" 8' -0" 8' -0" 9' -0" 9' -0" 9' -0" ACT-01 ACT-01 ACT-01 GB-1 ACT-01 ACT-01 ACT-01 GB-1 GB-1 ACT-01 ACT-01 ACT-01 ACT-01 8' -0" GB-1 FITNESS CENTER 130 BOARD ROOM 129 MEETING ROOM 128 STORAGE 128A MEN 125E WOMEN 125F CARTS 122B CORRIDOR 125 MECH. 125D STORAGE 125C PERSONAL NOOK 125A JANITOR 125G MECH 126 PRECONVENE 127 CORRIDOR 109 CORRIDOR 111 EXP EXP EXP EXP GB-1 GB-1 8' -8" 7' -6" FOOD PREP 112 PANTRY 113A BREAKFAST AREA 113 8' -6" 9' -0" 8' -6" 9' -0" 8' -0" GB-1 GB-1 GB-1 ACT-01 ACT-02 DOUBLE QUEEN 110 TWO STORY SPACE EXP c A6.5 A6.4 1 A6.3 FIRST FLOOR KEY PLAN A B C GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETS GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETS ISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:38:40 PM A6.3 6/5/2023 FIRST FLOOR ENLARGED RCP- A YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON HRJ GAK 23.008 - HIBM 1/4" 1'-0" 1 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN -A KEYNOTE LEGEND PLAN NORTH TRUE NORTH
SD SD SD F SD SD F SD F SD F SD F SD F SD F SD SD SD F SD F SD F SD SD SD SD F SD SD F SD F SD SD SD F SD SD F SD ACT-1 24"x24" ACOUSTICAL TILE CEILING. PUBLIC 24"x48" ACOUSTICAL TILE CEILING. BACK OF HOUSE GYPSUM BOARD CEILING. UNLESS DETAILED OTHERWISE, PROVIDE 5/8" GYPSUM BOARD OVER 7/8” FURRING CHANNELS AT 16”O.C. INSTALLED PERPENDICULAR TO AND OVER 2 ½”CARRYING CHANNELS AT 48”O.C. SUSPENDED BY HANGERS AT 48”O.C. OPTIONAL SUSPENSION SYSTEM PER SECTION 092216 MAY BE PROVIDED. PROVIDE CONTROL JOINTS WHERE INDICATED AND MAX. 30'-0" SPACING. COORDINATE LOCATIONS WITH ARCHITECT. DIRECT FINISH SOFFIT. DIRECT FINISH SYSTEM PER SECTION 072419 OVER 5/8" EXTERIOR GLASS-MAT GYPSUM SHEATHING OVER FRAMING PER WALL SECTIONS AND STRUCTURAL. PRIMED & PAINTED UNDERSIDE OF FLOOR/ROOF SYSTEM. ACT-2 GB-1 WD-1 EXP CEILING FINISH LEGEND MOISTURE RESISTANT GYPSUM BOARD CEILING. UNLESS DETAILED OTHERWISE, PROVIDE 5/8" GYPSUM BOARD OVER 7/8” FURRING CHANNELS AT 16”O.C. INSTALLED PERPENDICULAR TO AND OVER 2 ½”CARRYING CHANNELS AT 48”O.C. SUSPENDED BY HANGERS AT 48”O.C. OPTIONAL SUSPENSION SYSTEM PER SECTION 092216 MAY BE PROVIDED. PROVIDE CONTROL JOINTS WHERE INDICATED AND MAX. 30'-0" SPACING. COORDINATE LOCATIONS WITH ARCHITECT. GB-2 C F D E B A G H 12 13 14 15 16 17 A2.2 A2.2 A2.2 8' -6" 8' -6" 8' -6" 8' -6" ACT-01 GB-1 ACT-01 ACT-01 EXP ACT-02 9' -0" 9' -0" ACT-01 MANAGER 117A WORK AREA 117 SALES 117B TREATS SHOP 115B STOR 117D ENGINEER 116 COMM/PBX 117C SNOWMELT MECH 118A BIKE AND SKI STORAGE 118 MAIN LOBBY 115 CORRIDOR 111 9' -0" 9' -0" ACT-01 8' -6" 8' -6" 8' -6" 9' -0" 8' -6" 9' -0" ACT-02 ACT-02 ACT-01 ACT-01 ACT-01 ACT-01 ACT-01 8' -6" EXP EXP EXP EXP POOL RR 124C STORAGE 124B STORAGE 122A ELEV ELEV2 ELEV ELEV1 LINEN STORAGE 121C LINEN CHUTE 121B LAUNDRY 121 LAUNDRY 121 CORRIDOR 120A DRYERS 121A MECHANICAL 120 POOL EQUIPMENT 124D MECH. 119B EMPLOYEE RR 119A EMPLOYEE BREAKROOM 119 CORRIDOR 111 ELEV LOBBY 122 VESTIBULE 123 9' -0" ACT-01 8' -6" ACT-01 EXP EXP EXP EXP EXP ACT-01 FRONT DESK 115A GB-1 8' -0" 8' -0" ACT-01 PERSONAL NOOK 125A STORAGE 125C MECH. 125D CARTS 122B STORAGE 128A EXP 8' -0" ACT-01 EXP 9' -0" 5 A3.12 A6.5 A6.4 A6.3 FIRST FLOOR KEY PLAN A B C GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETS GUESTROOMSREFER TO ENLARGED GUESTROOM SHEETSISSUE DATE NOTFORCONSTRUCTION CHRISTOPHER MICHAEL SWAN, AIA COPYRIGHT 2023 CHRISTOPHER MICHAEL SWAN, AIA 319 N MAIN ST. SUITE 200, SPRINGFIELD, MISSOURI, 65806 T: 417-521-6100 CHRISTOPHER MICHAEL SWAN LIC. NO. 16074 DRAWN BY CHECKED BY PROJECT REVISIONS Autodesk Docs://23.008 HIBM Hampton Inn Belgrade Montana/A-ARCH-HIBM-R22.rvt 6/2/2023 8:38:43 PM A6.4 6/5/2023 FIRST FLOOR ENLARGED RCP - B YELLOWSTONE AIRPORT PLAZA, TRACT 8, BELGRADE, MONTANA 59714 HAMPTON INN & SUITES BY HILTON HRJ GAK 23.008 - HIBM 1/4" 1'-0" 1 ENLARGED FIRST FLOOR REFLECTED CEILING PLAN -B KEYNOTE LEGEND PLAN NORTH TRUE NORTH
