Loading...
HomeMy WebLinkAboutA100 Garage Level Floor PlanProject: Developer: Sheet Number: Carmel, Indiana 46032 317.705.7980 (fax) 355 City Center Drive 317.705.7979 (phone) Architect: By: Sheet Title: COPYRIGHT & OWNERSHIP OF DOCUMENTS Architecture / Project Management: Project Number: Last Revision Date: Set Issue Date Drawn By Checked By Sheet Issue DateWINDSOR BUILDINGCarmel, IN 46032800 West Monon Green BlvdPEDCOR DESIGN GROUP LLC A100 Garage Level Floor Plan THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2021 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS #### LGA #### SCALE: NTS PLAN NORTH KEY PLAN Bldg I Revision ID Issue Date Issue Name 01 7/15/21 BP-1 Thursday, July 15, 2021, BIMcloud: pedcordesign - BIMcloud as a Service/Windsor - Building I/Building I WindsorUP5.1 5.1 1 1 D D E.9 E.9 3 3 7 7 C C E E F F 2 2 4 41.9 1.9 1617181920212223242526272829123456789101112131415E.2 E.2 4.5 4.5 D2 A410 D2 A411 6'-11 7/8"25'1'-6 1/8"8'-8"1'-4"12'-7 7/8"7'-1/8"102'-8 3/8"31'-8"134'-4 3/8"27'99'-6 1/2"18'-3 3/4"11'-2 5/8" 126'-6 1/2"8'-10"10'-7 5/8"9'-9"9'-4"9'-8"7 5/8"134'-4 3/8"134'-4 3/8"9'-2 1/8"8"1'-7 7/8"10'1'-8"10'1'-8 1/8" 4'4'4'2'4'4'4'1'-8"2'-3"6'1' 4'6'4' 822.00' 821.50' L.P. @ DRAIN 821.50' L.P. @ DRAIN 821.50' L.P. @ DRAIN 822.00' 822.00' 822.00' 822.00' 822.00' 822.00' 822.00'822.00' 822.00' 822.00' 822.00' -1'-7" -9' 822.00'822.00'822.00' R 14' R 39' 16 5 8 KP 1616 16 18 10 10 88 4 4 4 11 11 12 1 13 13 13 13 8 8 10 14 16 16 1616 17 29 27 27 27 24 22 21 6 6 6 02 03050601B01A-1S212 2 2 M8 M8 M8 C82 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 M8 GB8 2 18 15 2 2 2 C D B D A D A E B D C D A E A E C D C D A E C D 14 14 2 Typ. Typ. Typ. Typ.RAMPEXHAUST AREAWAY 829.41' 829.41' 831.67 831.67 832.67' 833.17' INTAKE AREAWAY EXHAUST AREAWAY EXHAUST AREAWAY 832.33' 832.87' FD FD FD FD FD FD Typ. Typ.12345678910111213141516171819 20 21 22 23 2425262728298298288 2 7 823 82 6 825 824 AROUND PERIMETER AROUND PERIMETERAROUND PERIMETERAROUND PERIMETER Snow Melt Boiler 08 Bikes 02 Elevator 1 Trash 06 Sump Pump 05 Stair 1 S1 Stair 2 S2 Garage 01 Water 03 5 A20508 UP9 TREADS (11")UP 8TREADS(0'-11")B B A A 5 5 6.1 6.1 A.1 A.1 6 6 A1 A412 100'-3/8"12'-6"18'-10 3/8"14'-10"3'-7"1'-2" 9'-2 3/8"10'-9 1/2"1'-2" 9'-11 1/8"7 5/8"11'-11"10"25'1'7 5/8"4 3/8"4'-3" 8 9 9 9 12 13 3 3 3 5 5 5 27 17 19 19 19 19 28 28 28 28 20 20 6 04-1E11 S110717 23 23 FD Elev. Eqpm. 04 Electric & Meter 07 A1 A311 C1 A302 C1 A302 A1 A302 A1 A302 C3 A312 A1 A312 C2 A312 A1 A305 A2 A305 A1 A306 A1 A307 A2 A307 A1 A308 C3 A309 C2 A309 A2 A308 A1 A301 A1 A301 2 A206 2 A206 C4 A312 A1 A314 A4 A313 B4 A313 C2 A314 A4 A314 B4 A314 C1 A303 C1 A303 C1 A301 C1 A301 A1 A303 A1 A303 A3 A313 B3 A314 4 A205 GARAGE FLOOR PLAN AND FOUNDATION PLAN NOTES: 1. Trench drain by plumbing contractor. T.C. = -12'-0" (822.0'), Ref. P-Series dwgs. 2. 6" dia. galv. and painted bollards. Two bollards (4'-0" apart) centered at each parking space on the west side. See detail x/xxx. 3. Floor Drain by Plumbing contractor. 4. Reference C-Series drawings for connection of the foundation drain. 5. Reference P-Series drawings for under slab plumbing. 6. Reference S-Series drawings for foundations. 7. Downspout boot. Refer to C-Series drawings. 8. 3" thick rigid insulation along all exterior sides of foundation wall down to the footing at spread footings and down to the bottom edge of grade beams. 9. Line of exterior wall base at ground floor above. 10. 6"H. x 12"W. concrete curb. 11. Overhead door. 12. Line of raised floor slab at ground floor above. 13. 6" dia. foundation drain, Ref. Plumbing drawing P11-00-U and Civil drawings. 14. 48" high concrete bumper wall below masonry wall. 15. 48" x 24" x 12" H. concrete island for entry control pedestal. ref. x/xxx. 16. 4" painted striping stalls (yellow). 17. 4" pianted handicapped striping stalls and symbols (blue striping and symbols with white background). 18. Painted arrows (yellow). 19. Painted zone striping, spaced 24" (yellow). 20. Painted numbers, 12" tall. Black characters on white background. 21. Provide and install handicapped sign like detail x/xxx without the "Van Accessible" portion. Install on the wall in-lieu of post. 22. Provide and install handicapped sign like detail x/xxx with the "Van Accessible" portion. Install on the wall in-lieu of post. 23. Ramp foundation wall above. 24. Door Access control flush in wall. Reference E-Series drawings. 25. New recessed fire extinguisher cabinet to be installed in wall at this location with top of cabinet at 54" AFF. Paint to match adjacent wall surface fire extinguisher cabinet to match building standard unless noted otherwise. 26. New surface mounted fire extinguisher w/ mounting device as supplied by manufacture. 27. 12" dia. drainage hole through concrete slab. 28. Exhaust fan, Reference mechanical dwgs. 29. Aluminum fixted fin Louver, Reference mechanical dwgs. 30. 6'-0" precast concrete parking bumper. GENERAL PLAN NOTES: 1. REFERENCES: 1A. REFERENCE SPECIFICATION SECTION (03 33 00) FOR CONCRETE SLAB AND DETAILED INFORMATION ABOUT CONCRETE SEALERS. 2. DO NOT USE CURE AND SEAL UNLESS SPECIFICALLY DIRECTED BY THE ARCHITECT. 3. DIMENSIONS: 3A. FOR STOREFRONT ROUGH OPENINGS, ALL DIMENSIONS ARE TO JAMB FACE OF STUDS, MASONRY OR CONCRETE. 3B. REFERENCE ENLARGED STOREFRONT DETAILS. 4. FOR ALL EXPOSED CONCRETE SURFACES IN ELEVATOR PIT PROVIDE FINISH AS NOTED. 5. GRADE = 0'-0" = 834.00' CONCRETE FLAT WORK PLAN NOTES: 1. Isolation Joints: Reference S-Series drawings for joints around isolation column. Follow dimension of structural detail, U.N.O. 2. Expansion Joints at Curbs: See detail x/xxx. Step and curbs (min. 4" - max 7") 3. Control Joints: Reference S-Series drawings and x/xxx. 4. Floor Drains: Locate drains based on joint dimension, U.N.O. 5. Expansion Joints at Walls: See detail x/xxx. 6. Align joints to face of wall or curb. 7. 4'-0" Bollard: See floor plan for other notes and references. 8. Flare concrete slab up to wall. 9. Shaded area of slab work to be executed after the elevator pit poured wall is in-play, See the elevator pit structural details in the S-Series drawings. 10. CONCRETE FINISH LEGEND: A. TROWEL FINISH B. TROWEL AND FINE-BROOM FINISH (PREPARATION FOR APPLIED FLOOR FINISH) C. STEEL TROWEL AND MEDIUM BROOM FINISH, REFER TO SPECIFICATION (03 33 00) FOR DETAILED WORK. D. WATERPROOFING SURFACE SEALER E. HARDENER/SEALER 0 4'8'16'SCALE: 1/8" = 1'-0"1 Garage Floor Plan