Virtue Architects - Indiana · 2015. 2. 2. · indiana building code 2014 \⠀䤀䈀䌀㈀㈀尩 accessibility code = ansi a117.1-2009 \⠀䄀䐀䄀尩 indiana plumbing code 2012

$Page 1: Virtue Architects - Indiana · 2015. 2. 2. · indiana building code 2014 \⠀䤀䈀䌀㈀㈀尩 accessibility code = ansi a117.1-2009 \⠀䄀䐀䄀尩 indiana plumbing code 2012$
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DRAWING NUMBER

DRAWN BY:

SHEET OF

JOB No.

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THIS DRAWING AND ALLINFORMATION CONTAINED

WITHIN ARE THE COPYRIGHTEDPROPERTY OF

VIRTUE ARCHITECTS.DISTRIBUTING, COPYING

MODIFYING (MANUALLY ORELECTRONICALLY) OR USE OTHER

THAN ITS ORIGINAL INTENDEDPURPOSE IS PROHIBITED

WITHOUT PRIOR WRITTENCONSENT FROM

VIRTUE ARCHITECTS.

COPYRIGHT:

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EXISTING DUNES COMFORT CENTER

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EXISTING BEACHFRONT PAVILION

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EXISTING BEACH

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EXISTING PARKING LOT

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EXISTING EAST CONCRETE

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EXISTING WEST CONCRETE

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EXISTING SIDEWALK

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EXISTING STREAM

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EXISTING RETAINING WALL

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EXISTING SEAWALL

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PROJECT BOUNDARY (+/-)

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ELEC. TRANSF.

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LIFT STATION

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EXISTING SHOWERS

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EXISTING LOCKERS

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%%UDRAWING SHEET INDEX:

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%%UAPPLICABLE CODES:

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INDIANA BUILDING CODE 2014 (IBC 2012) ACCESSIBILITY CODE = ANSI A117.1-2009 (ADA) INDIANA PLUMBING CODE 2012 INDIANA MECHANICAL CODE 2014 (ICM 2012) INDIANA ELECTRICAL CODE 2009 (NFPA 70-2008) INDIANA FIRE CODE 2014 (IFC 2012) INDIANA ENERGY CONSERVATION CODE 2010 (ASHRAE 90.1, 2007)

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INDIANA DUNES STATE PARK PAVILION RENOVATION 1600 NORTH 25 EAST CHESTERTON, INDIANA 46304

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%%UPROJECT DATA:

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CONSTRUCTION TYPE: II-A II-A OCCUPANCY CLASSIFICATION: GROUP 'A' (ASSEMBLY) FACILITY USE: RESTAURANT RESTAURANT TOTAL BUILDING AREA: 10,600 GROSS S.F. PER FLOOR 10,600 GROSS S.F. PER FLOOR x 2 FLOORS + ROOF x 2 FLOORS + ROOF 31,800 TOTAL GROSS S.F.

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%%UFIRE PROTECTION:

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NO.

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NAME

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CS-1.1

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COVER SHEET, PROJECT INFO, INDEX OF DRAWINGS & SITE PLAN

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D-3.1

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FIRST FLOOR DEMOLITION PLAN

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THE ENTIRE BUILDING WILL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM.

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PROJECT SITE PLAN

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SCALE: 1" = 20'-0"

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VA17-06

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1

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SV & AB

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CS-1.1

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COVER SHEET,

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INDEX OF DWG's

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& SITE PLAN

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INDIANA DUNES STATE PARK

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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CHESTERTON, INDIANA 46304

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1

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2-2-15

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INITIAL STATE PLAN REVIEW

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2

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6-30-17

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REVISED PER DNR REVIEW

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3

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8-31-17

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REVISED DRAWINGS to

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STATE PLAN REVIEW

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D-3.2

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SECOND FLOOR DEMOLITION PLAN

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D-3.3

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ROOF DEMOLITION PLAN

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D-1.1

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EXISTING ELEVATIONS & DEMOLITION NOTES

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PR-1.1

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RENOVATED PAVILION ELEVATIONS

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PR-2.1

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NEW FOUNDATION WORK

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PR-3.1

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RENOVATED FIRST FLOOR PLAN

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PR-3.2

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RENOVATED SECOND FLOOR PLAN

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PR-3.3

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RENOVATED ROOF PLAN

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PR-4.1

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RENOVATED CROSS-SECTION (N to S)

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PR-4.2

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RENOVATED CROSS-SECTION (E to W)

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PR-5.1

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FINISH SCHEDULES and INTERIOR ELEVATIONS

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PR-6.1

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REFLECTED CEILING PLANS

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PR-7.1

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NEW ROOF FRAMING PLANS

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PR-8.1

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MISCELLANEOUS DETAILS

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PR-4.3

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NEW MARQUISE - SECTIONS and DETAILS

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PR-4.4

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NEW EXTERIOR BALCONIES - SECTIONS and DETAILS

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PR-4.5

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NEW ROOFTOP STRUCTURE - SECTIONS and DETAILS

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OCCUPANT LOADS: : 12,032 S.F. OF RESTAURANT AREA DIVIDED BY 15 S.F. (NET) PER OCCUPANT 15 S.F. (NET) PER OCCUPANT (NET) PER OCCUPANT 803 IN RESTAURANTS (TOTAL) 5,145 S.F. OF COMMERCIAL KITCHEN AREA DIVIDED BY 200 S.F. (GROSS) PER OCCUPANT 200 S.F. (GROSS) PER OCCUPANT (GROSS) PER OCCUPANT 26 IN KITCHENS (TOTAL) 676 S.F. OF RETAIL AREA DIVIDED BY 30 S.F. (GROSS) PER OCCUPANT 30 S.F. (GROSS) PER OCCUPANT (GROSS) PER OCCUPANT 23 IN GENERAL STORE (TOTAL) 614 S.F. OF BUSINESS AREA DIVIDED BY 100 S.F. (GROSS) PER OCCUPANT 100 S.F. (GROSS) PER OCCUPANT (GROSS) PER OCCUPANT 7 IN LIFEGUARD AREA (TOTAL)

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NOTE: REMAINING BUILDING AREA IS PRIMARILY ACCESSORY : REMAINING BUILDING AREA IS PRIMARILY ACCESSORY SPACE (WALL AREA, CIRCULATION, RESTROOMS AND UTILITY). REFER TO SHEET LS-1.1 FOR LIFE-SAFETY PLAN.

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DRAWING NUMBER

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2136 GR

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WALL MT

http://www.kclcad.com/emailstaging.asp?M=CD2020-110&R=CB&TID=&VC=13&AL=True&VER=4:9:25&P=CD2020.pdf








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2148 GR

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5 TIER

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2148 GR

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5 TIER

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2136 GR

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2460 CH

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5 TIER

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2436 CH

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5 TIER









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2460 CH

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5 TIER

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2436 CH

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5 TIER

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2436 CH

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5 TIER

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GLASS RACK

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1-HOUR FIRE RATED STAIRWELL - EXITS DIRECTLY TO EXTERIOR OF BUILDING (PER 2012 IBC, SECTION 1022.2)

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LIFE GUARD AREA

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RESTAURANT

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KITCHEN

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LOBBY

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CONCESSIONS

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4

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EXIT

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EXIT

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EXIT

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EXIT

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EXIT

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EXIT

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EXIT

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11

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205

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7

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NOTE: THE NEW ELEVATOR CARS : THE NEW ELEVATOR CARS ARE LARGE ENOUGH TO RECEIVE A 24"x 76" STRETCHER IN THE EVENT OF A MEDICAL EMERGENCY.

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NOTE: THE EXISTING EAST : THE EXISTING EAST STAIRWELL IS NOT FIRE-RATED BASED ON SECTION 1009.3.4 OF THE 2012 IBC.

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EXISTING FIRE HYDRANT TO REMAIN

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NOTE: FIRST FLOOR OUTDOOR SEATING : FIRST FLOOR OUTDOOR SEATING AREAS ARE NOT INCLUDED IN OCCUPANCY CALCULATIONS.

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EXIT

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167

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167

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340

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340

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GENERAL STORE

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23

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E

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E

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E

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EXIT

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E

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E

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E

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167

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EXIT

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167

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E

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EXIT

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RESTAURANT

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234

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KITCHEN

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LOBBY

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EXIT

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8

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32

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EXIT

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EXIT

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DOWN

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DOWN

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NOTE: OUTDOOR DINING AREAS HAVE : OUTDOOR DINING AREAS HAVE BEEN INCLUDED IN RESTAURANT OCCUPANCY CALCULATIONS.

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167

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167

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E

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E

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E

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E

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E

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OUTDOOR DINING

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OUTDOOR SEATING

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BAR

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44

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167

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EXIT

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167

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37

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37

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E

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DN

































































































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DN

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DN

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KITCHEN

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4

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ROOFTOP RESTAURANT

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245

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LOBBY

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MECHANICAL

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MECHANICAL

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STORAGE

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STORAGE

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167

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167

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EXIT

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EXIT

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EXIT

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EXIT

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E

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E

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45

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FIRST FLOOR

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VA17-06

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SV & AB

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LS-1.1

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LIFE SAFETY

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FLOOR

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PLANS

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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2

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2-2-15

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FOR STATE PLAN REVIEW

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3

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8-31-17

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REVISED DRAWINGS to

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STATE PLAN REVIEW

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SECOND FLOOR

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ROOF

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LIFE SAFETY PLANS

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SCALE: 1/16" = 1'-0"

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FLOOR AREA DATA:

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OCCUPANCY TYPE

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BUILDING TYPE

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ACTUAL AREA (gross sf)

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FIRST FLOOR::

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A-2

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II-A

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10,600

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MAX. AREA PER CODE (sf)

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15,500

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TOTAL BUILDING SIZE:

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ROOFTOP (gross sf)

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FIRST FLOOR (gross sf)

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TOTAL BUILDING (gross sf)

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10,600

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31,800

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SECOND FLOOR (gross sf)

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EGRESS REQUIREMENTS:

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EXIT ACCESS TRAVEL DISTANCE (PER 2012 IBC, TABLE 1016.2)

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STAIRWELLS

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250'

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.20"

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HALLWAYS

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.20"

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DOORS

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.20"

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36" WIDE DOOR = 33.5" CLEAR

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72" WIDE DOOR = 68" CLEAR

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167

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340

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MAX. DEAD END CORRIDOR (PER 2012 IBC, SECTION 1018.4.2)

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50'

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ENTIRE BUILDING:

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NOTE: THE ENTIRE BUILDING WILL BE PROTECTED BY AN : THE ENTIRE BUILDING WILL BE PROTECTED BY AN AUTOMATIC FIRE SPRINKLER SYSTEM.

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= AREA/ROOM OCCUPANT LOAD

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= EXIT SIGN

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= DOOR EGRESS CAPACITY

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%%UPLAN LEGEND:

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FLAME SPREAD NOTE: INTERIOR WALL AND CEILING FINISHES OF VERTICAL : INTERIOR WALL AND CEILING FINISHES OF VERTICAL EXITS AND EXIT PASSAGEWAYS/EXIT ACCESS CORRIDORS AND OTHER EXITWAYS, AS WELL AS, ALL ACOUSTICAL CEILING TILES SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN B.

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167

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145

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E

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= REQUIRED EXIT DOOR OR WAY

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EXIT

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OCCUPANCY TYPE

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BUILDING TYPE

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SECOND FLOOR::

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A-2

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II-A

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10,600

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15,500

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OCCUPANCY TYPE

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BUILDING TYPE

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ROOF::

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A-2

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II-A

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10,600

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15,500

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10,600

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10,600

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ROOFTOP + SECOND FLOOR:

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COMBINED OCCUPANT LOAD =

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MAX. EGRESS CAPACITY PROVIDED =

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847

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686

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ROOF OCCUPANCY

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294

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SECOND FLOOR OCCUPANCY

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392

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EGRESS WIDTH PER OCCUPANT (PER 2012 IBC, TABLE 1005.1)

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FIRST FLOOR:

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COMBINED OCCUPANT LOAD (FIRST FLOOR)

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MAX. EGRESS CAPACITY PROVIDED =

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1,348

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281

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RESTAURANT OCCUPANCY

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205

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KITCHEN OCCUPANCY

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11

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LIFEGUARD AREA OCCUPANCY

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7

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3

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STORE OCCUPANCY

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CONCESSIONS OCCUPANCY

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23

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4

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COMBINED OCCUPANT LOAD (2nd & 3rd FLOORS)

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+ 686

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COMBINED OCCUPANT LOAD (ALL FLOORS)

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= 967

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vs.

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LOBBY OCCUPANCY

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EXISTING WEST ELEVATION

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SCALE: 1/8" = 1'-0"

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EXISTING EAST ELEVATION

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SCALE: 1/8" = 1'-0"

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SCALE: 1/8" = 1'-0"

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EXISTING SOUTH ELEVATION

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SCALE: 1/8" = 1'-0"

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EXISTING NORTH ELEVATION

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REMOVE EXISTING DECORATIVE STEEL BARS

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REMOVE EXISTING METAL SHUTTER AND MASONRY BELOW (MASONRY ABOVE TO REMAIN)

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REMOVE EXISTING DECORATIVE STEEL BARS

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REMOVE EXISTING METAL SHUTTER - MASONRY ABOVE & BELOW TO REMAIN

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REMOVE ALL EXISTING 2ND FLOOR WINDOWS (TYPICAL)

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ALL EXISTING MASONRY IN-FILL AT ARCHES TO BE REMOVED U.N.O.

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REMOVE EXISTING DOUBLE STEEL DOORS AND MASONRY WALL

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EXISTING CONCRETE RAMPS AND SIDEWALKS TO REMAIN

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REMOVE ALL EXISTING DECORATIVE STEEL BARS

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REMOVE EXISTING METAL SHUTTER - MASONRY BELOW TO REMAIN

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REMOVE EXISTING METAL SHUTTERS MASONRY ABOVE & BELOW TO REMAIN

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REMOVE EXISTING MASONRY IN-FILL

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REMOVE EXISTING STEEL DOORS AND MASONRY WALL

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REMOVE EXISTING MASONRY WALL

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(TYPICAL)

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(TYP.)

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(TYPICAL)

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NOTE: CAREFULLY : CAREFULLY REMOVE UPPER MASONRY WALL FROM 1972. MASONRY BELOW (FROM 1930) TO REMAIN

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REMOVE UPPER MASONRY WALL (MASONRY BELOW TO REMAIN)

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CAREFULLY REMOVE THIS EXISTING PRE-CAST RAILING AND PRESERVE FOR RE-USE.

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CAREFULLY REMOVE THIS EXISTING PRE-CAST RAILING AND PRESERVE FOR RE-USE.

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REMOVE EXISTING METAL SHUTTER - MASONRY ABOVE & BELOW TO REMAIN

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REMOVE EXISTING DOUBLE STEEL DOORS AND MASONRY WALL

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REMOVE PREVIOUS LIMESTONE & MASONRY IN-FILL AT LOCATION OF OLD WINDOWS

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REMOVE PREVIOUS LIMESTONE AND MASONRY IN-FILL AT LOCATION OF OLD WINDOWS

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VA17-06

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SV & AB

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D-1.1

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EXISTING

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ELEVATIONS &

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DEMO NOTES

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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1

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1-13-15

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FOR DNR / DHPA REVIEW

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2

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2-2-15

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3

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8-31-17

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STATE PLAN REVIEW

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EXISTING CONCRETE RETAINING WALL (SEA WALL)

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EXISTING CONCRETE RETAINING WALL

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UP

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UP

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EXISTING FIRST-AID

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EXISTING LIFE GUARD STATION

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EXISTING LOCKER ROOM

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EXISTING ELECTRICAL ROOM

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EXISTING SERVICE ELEV.

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EXISTING LOCKER ROOM (CURRENT STORAGE)

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EXISTING WOMENS RESTROOM

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EXISTING WOMENS SHOWERS (CURRENT STORAGE)

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(CURRENT STORAGE)

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EXISTING ENTRANCE

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EXISTING BOILER ROOM

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EXISTING MENS SHOWERS (CURRENT STORAGE)

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EXISTING LOCKER ROOM (CURRENT STORAGE)

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EXISTING MENS RESTROOM

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EXISTING HALL

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EXISTING HALL

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EXISTING CONCESSIONS

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EXISTING FOYER

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EXISTING FOYER

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2

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3

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1

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2

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2

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2

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2

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2

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1

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4

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4

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4

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7

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8

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REMOVE AREA OF CONCRETE FLOOR SLAB

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FILL AND COMPACT EXISTING PIT WITH CLEAN FILL MATERIAL

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REFER TO FOUNDATION PLAN ON SHEET PR-2.1 FOR MORE INFORMATION

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NOTE to STATE PLAN REVIEW: ALL INTERIOR DEMOLITION HAS BEEN : ALL INTERIOR DEMOLITION HAS BEEN COMPLETED SINCE RECEIVING THE DESIGN RELEASE IN 2015. REMAINING DEMOLITION PRIMARILY CONSISTS OF THE REMOVAL OF THE 1972 BRICK AND BLOCK IN-FILL OF THE ORIGINAL 1930's EXTERIOR FENESTRATION. ALSO, THE ENTIRE FIRST FLOOR INTERIOR SLAB HAS BEEN REMOVED.

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DEMOLITION PLAN NOTES:

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1. REMOVE EXISTING MASONRY WALL BELOW 2nd FLOOR STRUCTURE. REMOVE EXISTING MASONRY WALL BELOW 2nd FLOOR STRUCTURE. 2. REMOVE EXISTING STEEL DOORS AND MASONRY WALL BELOW 2nd FLOOR REMOVE EXISTING STEEL DOORS AND MASONRY WALL BELOW 2nd FLOOR STRUCTURE. 3. REMOVE EXISTING METAL SHUTTER AND BRICK BELOW. MASONRY ABOVE TO REMOVE EXISTING METAL SHUTTER AND BRICK BELOW. MASONRY ABOVE TO REMAIN. 4. REMOVE EXISTING METAL SHUTTER - BRICK ABOVE AND BELOW TO REMAIN. REMOVE EXISTING METAL SHUTTER - BRICK ABOVE AND BELOW TO REMAIN. 5. REMOVE EXISTING 2nd FLOOR WINDOWS. REMOVE EXISTING 2nd FLOOR WINDOWS. 6. REMOVE EXISTING DECORATIVE STEEL BARS AT SECOND FLOOR. REMOVE EXISTING DECORATIVE STEEL BARS AT SECOND FLOOR. 7. REMOVE EXISTING DOUBLE STEEL DOORS AND MASONRY ABOVE. REMOVE EXISTING DOUBLE STEEL DOORS AND MASONRY ABOVE. 8. REMOVE UPPER HALF OF MASONRY WALL (MASONRY BELOW TO REMAIN). REMOVE UPPER HALF OF MASONRY WALL (MASONRY BELOW TO REMAIN). 9. ALL EXISTING MASONRY IN-FILL AT 2nd FLOOR ARCHES TO BE REMOVED ALL EXISTING MASONRY IN-FILL AT 2nd FLOOR ARCHES TO BE REMOVED UNLESS NOTED OTHERWISE (U.N.O.) SEE GENERAL DEMOLITION NOTES. 10. REMOVE EXISTING MASONRY IN-FILL. REMOVE EXISTING MASONRY IN-FILL. 11. REMOVE EXISTING CONCRETE RAILING (PRESERVE FOR RE-USE AT EXTERIOR REMOVE EXISTING CONCRETE RAILING (PRESERVE FOR RE-USE AT EXTERIOR DINING TERRACE ON FIRST FLOOR). 12. EXISTING CONCRETE RAILING TO BE REMOVED DURING CONSTRUCTION OF EXISTING CONCRETE RAILING TO BE REMOVED DURING CONSTRUCTION OF FUTURE ADDITION (PRESERVE FOR RE-USE IN NEW FIRST FLOOR GALLERY).

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13. REMOVE & CAP EXISTING GAS SERVICE FOR POSSIBLE RE-USE. REMOVE & CAP EXISTING GAS SERVICE FOR POSSIBLE RE-USE. 14. CREATE MASONRY OPENING IN WALL FOR 3'-4"x7'-4" HOLLOW METAL CREATE MASONRY OPENING IN WALL FOR 3'-4"x7'-4" HOLLOW METAL DOOR FRAME. 15. EXISTING RESTROOMS - REMOVE TOILETS, URINALS, SINKS, TOILET EXISTING RESTROOMS - REMOVE TOILETS, URINALS, SINKS, TOILET - REMOVE TOILETS, URINALS, SINKS, TOILET PARTITIONS, RESTROOM ACCESSORIES, PLUMBING, ELECTRIC, LIGHTING, WALLS & SUSPENDED CEILING SYSTEM. 16. REMOVE EXISTING WATER, ELECTRIC AND BOILER EQUIPMENT AND REMOVE EXISTING WATER, ELECTRIC AND BOILER EQUIPMENT AND ALL ASSOCIATED CONNECTIONS. 17. EXISTING STAIRCASE TO REMAIN. EXISTING STAIRCASE TO REMAIN. 18. REMOVE EXISTING ELEVATOR AND SURROUNDING WALLS. REMOVE EXISTING ELEVATOR AND SURROUNDING WALLS. 19. REMOVE EXISTING FLOOR SLAB FOR NEW ELEVATOR PIT AND SHAFT. REMOVE EXISTING FLOOR SLAB FOR NEW ELEVATOR PIT AND SHAFT. 20. REMOVE PREVIOUS MASONRY IN-FILL AT LOCATION OF OLD WINDOWS REMOVE PREVIOUS MASONRY IN-FILL AT LOCATION OF OLD WINDOWS IN ROOFTOP STAIRWELLS. FIELD-VERIFY WINDOW OPENINGS. 21. PRESERVE EXISTING VERTICAL CHASE. PRESERVE EXISTING VERTICAL CHASE. 22. REMOVE ALL EXISTING MECHANICAL EQUIPMENT FROM ROOF. REMOVE ALL EXISTING MECHANICAL EQUIPMENT FROM ROOF. 23. REMOVE EXISTING BALLAST PAVERS (REFER TO NEW ROOF PLAN REMOVE EXISTING BALLAST PAVERS (REFER TO NEW ROOF PLAN FOR MORE INFORMATION.)

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EXISTING INTERIOR COLUMN TO REMAIN (TYPICAL).

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EXISTING EXTERIOR COLUMN AND FACADE TO REMAIN (TYPICAL).

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REMOVE FLOOR, WALL, CEILING, CASEWORK, OR RESTROOM FIXTURE. (TYPICAL)

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REMOVE DOOR (TYPICAL).

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EXISTING WALL TO REMAIN (TYPICAL).

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SEE CORRESPONDING GENERAL DEMOLITION NOTE.

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REFER TO ELEVATIONS ON SHEET D-1.1 FOR REMOVAL HEIGHTS. REMOVE SUSPENDED CEILING SYSTEM ON FIRST AND SECOND FLOORS. NOTE: BOTTOM OF 2nd FLOOR STRUCTURE = 12'-3 " ABOVE FIRST FLOOR. : BOTTOM OF 2nd FLOOR STRUCTURE = 12'-3 " ABOVE FIRST FLOOR. 34" ABOVE FIRST FLOOR. ALL ORIGINAL BRICK FROM 1930 ARCHED OPENINGS TO REMAIN INCLUDING FULL HEIGHT OF SIDE JAMBS FROM BASE TO CENTER OF ARCH. CONTACT ARCHITECT IF QUESTIONABLE AREAS ARE ENCOUNTERED.

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GENERAL DEMOLITION NOTES:

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DEMOLITION DRAWING LEGEND:

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(FOR ENTIRE BUILDING)

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X

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FIRST FLOOR DEMOLITION PLAN

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SCALE: 1/8" = 1'-0"

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VA17-06

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FIRST FLOOR

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EXISTING CONCRETE RETAINING WALL (BELOW)

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EXISTING 2nd FLOOR

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EXISTING KITCHEN

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EXISTING GIFT SHOP

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EXISTING MENS RM

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EXISTING STAIRWELL

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REMOVE FLOOR SLAB

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FILL EXISTING FLOOR OPENING WITH NEW 6" CONCRETE SLAB. NOTE: DOWEL NEW SLAB INTO : DOWEL NEW SLAB INTO EXISTING W/ #4 RE-BAR AT 8" O.C. (REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION.)

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REMOVE AREA OF CONCRETE FLOOR SLAB

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NOTE to STATE PLAN REVIEW: THE ELEVATOR SHAFT HAS BEEN CONSTRUCTED, : THE ELEVATOR SHAFT HAS BEEN CONSTRUCTED, BUT THE CARS, RAILS AND EQUIPMENT HAVE NOT YET BEEN INSTALLED.

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EXISTING ROOF

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EXISTING STORAGE

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EXISTING STORAGE

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EXISTING FOYER

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NOTE to STATE PLAN REVIEW: THE FIRST LAYER OF A MULTI-LAYER "WALKABLE" : THE FIRST LAYER OF A MULTI-LAYER "WALKABLE" MEMBRANE ROOF SYSTEM WAS INSTALLED IN LATE 2016. ALL EXISTING OPENINGS IN THE ROOF WERE COVERED AND SECURED WITH " STEEL PLATE MATERIAL WITH 14" STEEL PLATE MATERIAL WITH THE ABILITY TO REMOVE, IF REQUIRED, FOR FUTURE USE. ADDITIONAL WORK TO INCLUDE INSTALLATION OF RIGID INSULATION AND THE FINAL MEMBRANE FINISH.

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DEMOLITION

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SCALE: 1/8" = 1'-0"

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NORTH ELEVATION with BALCONY

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NEW COMMERCIAL WINDOW AT STAIRWELL

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NEW COMMERCIALLY-GLAZED WINDOW SYSTEM THAT REPLICATES THE ORIGINAL DESIGN FROM 1930

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SEA WALL IN FOREGROUND

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SEA WALL IN FOREGROUND

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SOUTH ELEVATION with MARQUEE

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WEST ELEVATION with BALCONY

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EAST ELEVATION with BALCONY

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SANDWICH GRILL

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DUNES PAVILION

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DINING ROOM

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ORIGINAL MASONRY FROM 1930 ALONG SOUTH WALL TO REMAIN

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EXISTING CONCRETE RAMPS AND SIDEWALKS TO REMAIN

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NEW COMMERCIALLY-GLAZED WINDOW SYSTEM THAT REPLICATES THE ORIGINAL DESIGN FROM 1930

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NEW COMMERCIAL STOREFRONT DOOR AND WINDOW WALL AT MAIN ENTRANCE

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NEW COMMERCIAL STOREFRONT SYSTEM AT EXISTING S.E. AND S.W. CORNER ENTRIES

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NEW COMMERCIAL STOREFRONT DOORS AND WINDOWS

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NEW ROOFTOP STRUCTURE WITH ELEVATOR ACCESS

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EXISTING PENTHOUSE TO REMAIN

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REPLICATION OF ORIGINAL MARQUEE OVER SOUTH ENTRANCE

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STEEL AND WIRE RAILINGS AT 2nd FLOOR BALCONY. SIMILAR TO THOSE INSTALLED AT STREAM ON EAST SIDE OF PARKING LOT.

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NEW ACCESS DOOR TO 2nd FLOOR DINING BALCONY

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NEW WINDOWS THAT REPLICATE THE ORIGINAL DESIGN FROM 1930

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NEW STEEL-FRAMED EXTERIOR BALCONY AT 2nd FLOOR RESTAURANT (TYPICAL OF TWO) NOTE: REFER TO STRUCTURAL : REFER TO STRUCTURAL DRAWINGS FOR STEEL BEAM ATTACHMENTS TO EXISTING CONCRETE BUILDING COLUMNS.

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INSTALL NEW WINDOWS IN ORIGINAL WINDOW OPENINGS AT PENTHOUSE

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NEW WINDOWS THAT REPLICATE THE ORIGINAL DESIGN FROM 1930

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NEW WINDOWS TO REPLACE EXISTING METAL SHUTTERS (ALLOW FOR ONE OPERABLE SLIDER)

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SOLID SCREENING OF HVAC UNITS (BEYOND)

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INSTALL NEW WINDOWS IN ORIGINAL WINDOW OPENINGS AT STAIRWELL PENTHOUSE

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TOP OF NEW MASONRY ELEVATOR SHAFT

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REPLICATION OF ORIGINAL MARQUEE OVER SOUTH ENTRANCE.

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NEW COMMERCIAL WINDOW SYSTEM

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SOLID SCREENING OF HVAC UNITS (BEYOND)

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NEW COMMERCIAL WINDOW SYSTEM

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EXISTING SEA WALL (BEYOND)

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SEA WALL AND RAMP (BEYOND)

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NEW HOLLOW METAL SERVICE DOORS AT DELIVERY ENTRANCE (EXISTING MASONRY AND RAMP TO REMAIN)

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EXISTING SEA WALL TO REMAIN

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REPLICATION OF ORIGINAL MARQUEE OVER SOUTH ENTRANCE. REFER TO SHT. PR-4.3 FOR DETAILS.

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NEW HOLLOW METAL SERVICE DOORS AT DELIVERY ENTRANCE (EXISTING MASONRY AND RAMP TO REMAIN)

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NEW ROOFTOP STRUCTURE FOR YEAR-ROUND USE

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NEW ROOFTOP STRUCTURE (BEYOND)

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TOP OF NEW ELEVATOR SHAFT

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NEW STEEL RAILINGS AT DINING TERRACE NOTE: REMINISCENT OF 1972 DESIGN : REMINISCENT OF 1972 DESIGN REMOVED FROM 2nd FLOOR OPENINGS

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NOTE: PROVIDE OBSCURE GLAZING : PROVIDE OBSCURE GLAZING AT RESTROOM WINDOW WALL

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NEW CONCRETE STEPS

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NEW CONCRETE RAMP

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NEW COMMERCIAL STOREFRONT DOORS AND WINDOWS

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NEW WINDOWS TO REPLACE EXISTING METAL SHUTTERS

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NEW WINDOWS TO REPLACE EXISTING METAL SHUTTERS

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NEW PRE-ENGINEERED STEEL ROOF TRUSSES TO ANGLE BACK FROM PARAPET AT 45° WITH CLERESTORYGLAZING SYSTEM SET BETWEEN

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ONLY THE NEW METAL POST & BEAM STRUCTURE SHALL EXTEND OUT TO EXISTING BEARING POINTS NEAR PARAPET

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NOTE: EDGE OF NEW ROOF PLANE : EDGE OF NEW ROOF PLANE TO STOP AT EXTERIOR WALL WHILE TRUSS SYSTEM CONTINUES OUT TO BEARING POINT.

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METAL VENEER PANELS

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CLERESTORY GLAZING SET AT 45° BETWEEN TRUSSES

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MEMBRANE ROOF SYSTEM OVER RIGID INSULATION AND DECKING

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NOTE: PROVIDE OBSCURE : PROVIDE OBSCURE GLAZING AT LOCKER ROOM WINDOW WALL

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NOTE: IN-FILL EXISTING CAST : IN-FILL EXISTING CAST CONCRETE RAILINGS ON EAST AND WEST WALLS WITH BRICK TO MATCH EXISTING (TYPICAL OF FOUR)

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VA17-06

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PR-1.1

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RENOVATED

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PAVILION

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ELEVATIONS

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PAVILION RENOVATION

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PIER

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PIER

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FOOTING

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FOOTING

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TO OUT OF PIER

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INTERIOR

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INTERIOR

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PIER

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PIER

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FOOTING

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FOOTING

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TO OUT OF PIER

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NEW ELEVATOR PIT WITH FOUNDATION WALLS AND SUMP PIT

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COLUMN COLUMN

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FOOTING AND O/O OF PIT WALLS

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DIM. AT TOP OF PIT WALLS

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FTG. & O/O PIT WALLS

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T/PIT WALL

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NEW 6" CONCRETE SLAB WITH W1.4xW1.4 WELDED WIRE MESH OVER COMPACTED SAND FILL.

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SUMP PIT

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EXISTING PERIMETER FOUNDATION WALLS AND PIERS TO REMAIN TO REMAIN UNDISTURBED (TYPICAL)

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EXISTING PERIMETER FOUNDATION WALLS AND PIERS TO REMAIN UNDISTURBED (TYPICAL)

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EXISTING SEA WALL TO REMAIN

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EXISTING EXTERIOR CONCRETE WALKS AND CURBS TO REMAIN

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NOTE: CUT CONTROL JOINTS : CUT CONTROL JOINTS ALONG EXISTING COLUMN GRID.

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NOTE: THIS AREA OF FLOOR : THIS AREA OF FLOOR TO REMAIN. IT WILL REMAIN 6" LOWER THAN MAIN BUILDING FLOOR.

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NEW 6" CONCRETE SLAB WITH W1.4xW1.4 WELDED WIRE MESH OVER COMPACTED SAND FILL.

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NOTE: THIS AREA OF FLOOR : THIS AREA OF FLOOR TO REMAIN. IT WILL REMAIN 6" LOWER THAN MAIN BUILDING FLOOR.

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CONTROL JOINT (TYPICAL)

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NOTE: EXISTING FOUNDATION : EXISTING FOUNDATION AND COLUMNS TO REMAIN UNDISTURBED (TYPICAL)

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CUT EXISTING EXTERIOR CONCRETE SLAB FOR PLACEMENT OF NEW FOOTING PADS AND PIERS TO SUPPORT NEW BALCONY ABOVE

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CUT EXISTING EXTERIOR CONCRETE SLAB FOR PLACEMENT OF NEW FOOTING PADS AND PIERS TO SUPPORT NEW BALCONY ABOVE

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NEW FOUNDATION WORK

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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1

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1-13-15

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2

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2-2-15

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3

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8-31-17

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REVISED DRAWINGS TO

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STATE PLAN REVIEW

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COPYRIGHT:

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A

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B

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OFFICE

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DELIVERIES (EXISTING RAMP)

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EXISTING CONCRETE WALK

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EXISTING PUBLIC BEACH AREA

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121

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WALK-IN COOLER

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EXISTING WEST CONCRETE

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DELIVERIES (EXISTING RAMP)

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UP

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OPEN STAIRWAY

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UP

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PUBLIC BOARDWALK

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EXISTING SEA WALL

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EXISTING CONCRETE CURB TO REMAIN (TYPICAL)

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EXISTING CONCRETE WALKWAYS, ADA RAMPS AND ENTRY AREAS TO REMAIN (TYPICAL)

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UP

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'A' CAR STAFF ONLY

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EXISTING EAST CONCRETE

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BEACHSIDE GENERAL STORE

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119

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CONCESSIONS (EMPLOYEES ONLY AREA)

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122

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EAST PUBLIC STAIRWELL & LOBBY

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104

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103

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EAST HALLWAY

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102

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WEST PUBLIC STAIRWELL & LOBBY (FIRE-RATED)

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100

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MAIN PUBLIC ENTRY LOBBY

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BEACHSIDE RESTAURANT & PUB (PUBLIC CASUAL DINING)

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111

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112

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BAR (EMPLOYEES ONLY AREA)

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MAIN ENTRY (EXISTING RAMP)

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LIFE GUARD STATION

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116

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LOCKER ROOM

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115

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PRIVATE OFFICE

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118

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PUBLIC RESTROOM (IN OFF-SEASON)

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117

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KITCHEN (EMPLOYEES ONLY AREA)

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110

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WASH AREA

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109

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106

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105

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EXTERIOR RESTAURANT DINING

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114

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PUBLIC SEATING AREA

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122

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65'-0"

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65'-0"

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65'-0"

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1

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PR-4.1

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1

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PR-4.1

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170'-0"

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170'-0"

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170'-0"

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170'-0"

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170'-0"

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170'-0"

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DN 1R

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EXISTING ASPHALT PARKING AREA

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EXISTING CONCRETE WALK

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UP

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UP

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RAMP UP (1:12 MAX. SLOPE)

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65'-0"

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65'-0"

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65'-0"

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WALK-IN FREEZER

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STORAGE

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'B' CAR PUBLIC USE

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BALCONY ABOVE

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BALCONY ABOVE

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EXISTING SEA WALL

















































































































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2136 GR

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WALL MT









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2148 GR

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5 TIER

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2148 GR

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5 TIER

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2136 GR

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5 TIER









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2460 CH

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5 TIER

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2436 CH

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5 TIER









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2460 CH

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5 TIER

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2436 CH

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5 TIER

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2436 CH

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5 TIER

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GLASS RACK

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UTILITY

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UTILITY

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4"

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STORAGE

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120

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WALK-IN FREEZER

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EXISTING COMFORT CENTER

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EXISTING LIFT STATION & TRANSFORMER LOCATION

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EXISTING FIRE HYDRANT TO REMAIN (TYPICAL)

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DECORATIVE WROUGHT IRON RAILING

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MEN'S PUBLIC RESTROOM

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WOMEN'S PUBLIC RESTROOM

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RENOVATED FIRST FLOOR PLAN

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SCALE: 1/8" = 1'-0"

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VA17-06

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SV & AB

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PR-3.1

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RENOVATED

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PAVILION FIRST

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FLOOR PLAN

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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1

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2-2-15

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2

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6-30-17

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3

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8-31-17

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REVISED DRAWINGS to

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STATE PLAN REVIEW

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DRAWING NUMBER

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COPYRIGHT:

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OPEN STAIRWAY

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A

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B

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RECONSTRUCTION OF ORIGINAL ENTRY CANOPY

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PLAN NOTES: : ALL EXTERIOR DOORS AND WINDOWS ARE CLEAR ANODIZED ALUMINUM FRAMING WITH 1" INSULATED COMMERCIAL GLAZING. ALL INTERIOR DOORS ARE 3'x7'. ALL NEW INTERIOR WALLS ARE 3 " METAL STUDS AT 16" O.C. WITH 58" METAL STUDS AT 16" O.C. WITH " TYPE 'X' DRYWALL EACH SIDE UNLESS NOTED OTHERWISE (U.N.O.) 58" TYPE 'X' DRYWALL EACH SIDE UNLESS NOTED OTHERWISE (U.N.O.) FILL ALL NEW INTERIOR FRAMED WALLS WITH SOUND BATTING.

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PUBLIC ROOF ACCESS

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DN

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203

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EAST HALLWAY

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202

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EXISTING WEST PUBLIC STAIRWELL (FIRE-RATED)

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200

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PUBLIC LOBBY

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206

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205

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EXISTING EAST PUBLIC STAIRWELL

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204

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PUBLIC ROOF ACCESS

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DN

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'A' ELEVATOR STAFF ONLY

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PUBLIC RESTAURANT (FINE DINING)

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211

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RESTAURANT KITCHEN (EMPLOYEES ONLY AREA)

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210

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BAR

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212

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207

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UTILITY ROOM

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209

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208

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1

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PR-4.1

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1

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PR-4.1

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65'-0"

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65'-0"

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65'-0"

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65'-0"

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65'-0"

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65'-0"

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DN

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170'-0"

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170'-0"

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170'-0"

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WEST HALLWAY

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201

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170'-0"

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UTILITY

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UTILITY

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6"

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BRIDGE CONNECTION BETWEEN BALCONY AND PAVILION (TYP.)

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EXTERIOR BALCONY RESTAURANT DINING

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214

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EXTERIOR BALCONY BAR SEATING

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213

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RENOVATED SECOND FLOOR PLAN

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SCALE: 1/8" = 1'-0"

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VA17-06

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SV & AB

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PR-3.2

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RENOVATED

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PAVILION 2nd

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FLOOR PLAN

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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1

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2-2-15

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2

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6-30-17

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3

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8-31-17

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REVISED DRAWINGS to

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STATE PLAN REVIEW

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DRAWING NUMBER

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COPYRIGHT:

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FIRE PIT

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VINYL PRIVACY FENCE

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UTILITY CHASE

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UTILITY CHASE

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65'-0"

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65'-0"

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65'-0"

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170'-0"

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170'-0"

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170'-0"

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168'-0"

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168'-0"

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168'-0"

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63'-0"

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63'-0"

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63'-0"

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WIRE CABLE RAILING SYSTEM SET BACK FROM EXISTING PARAPET (TYPICAL)

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HIGH TABLE BUILT INTO RAILING SYSTEM TO BE SET BACK FROM EXISTING PARAPET

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PLAN NOTES: : ALL EXTERIOR DOORS AND WINDOWS SHALL BE PAINTED (BLACK) ALUMINUM FRAMING WITH 1" INSULATED COMMERCIAL GLAZING. ALL INTERIOR DOORS ARE 3'x7' UNLESS NOTED OTHERWISE (U.N.O.) REFER TO DOOR SCHEDULE FOR VARIOUS FIRE RATINGS. ALL DEMISING WALLS AND PLUMBING WALLS SHALL BE 6" METAL STUDS AT 16" O.C. WITH " TYPE 'X' DRYWALL EACH SIDE (U.N.O.) 58" TYPE 'X' DRYWALL EACH SIDE (U.N.O.) ALL OTHER INTERIOR WALLS SHALL BE 3 " METAL STUDS AT 16" O.C. 58" METAL STUDS AT 16" O.C. WITH " TYPE 'X' DRYWALL EACH SIDE (U.N.O.) 58" TYPE 'X' DRYWALL EACH SIDE (U.N.O.) FILL ALL NEW INTERIOR FRAMED WALLS WITH SOUND BATTING.

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OPTIONAL 3-SEASONS AREA

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EXISTING EAST PUBLIC STAIRWELL EXIT

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304

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301

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302

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300

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PUBLIC LOBBY

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EXISTING WEST PUBLIC STAIRWELL EXIT (FIRE-RATED)

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303

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307

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EMPLOYEES ONLY AREA

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306

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BAR

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305

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PUBLIC ROOFTOP RESTAURANT & PUB

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308

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WEST PUBLIC ROOFTOP DINING

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DN

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DN

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CANOPY BELOW

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309

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EAST PUBLIC ROOFTOP DINING

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310

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STORAGE (EMPLOYEES ONLY AREA)

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311

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STORAGE (EMPLOYEES ONLY AREA)

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313

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ROOFTOP MECHANICAL AREA (EMPLOYEES ONLY)

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312

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ROOFTOP MECHANICAL AREA (EMPLOYEES ONLY)

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VINYL PRIVACY FENCE

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SLIDING GLASS WALL SYSTEM

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LOW TABLE BUILT INTO RAILING SYSTEM TO BE SET BACK FROM EXISTING PARAPET

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19'-0"

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19'-0"

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19'-0"

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FIRE PIT

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DN

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DN

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A

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B

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STAFF ONLY

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1

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PR-4.1

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1

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PR-4.1

































































































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RENOVATED ROOF PLAN

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SCALE: 1/8" = 1'-0"

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VA17-06

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SV & AB

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PR-3.3

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RENOVATED

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PAVILION

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ROOF PLAN

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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1

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2-2-15

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2

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6-30-17

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3

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8-31-17

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REVISED DRAWINGS to

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STATE PLAN REVIEW

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DRAWING NUMBER

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COPYRIGHT:

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FLOOR SLAB

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PIT

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NEW ELEVATOR SHAFT

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FINE DINING RESTAURANT

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CASUAL DINING RESTAURANT

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WARMING KITCHEN (WITH STORAGE)

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EXISTING 2nd FLOOR CONCRETE SLAB

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ELEVATOR LOBBY

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EXISTING PARAPET CAP

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EXISTING COLUMN FOOTINGS - BEYOND (TYPICAL)

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PARAPET

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(MIN. REQUIRED)

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6" METAL JOISTS @ 16" O.C. WITH 58" DRYWALL BELOW, AND " SHEATHING 34" SHEATHING WITH 2" RIGID INSULATION ABOVE.

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TRUSS BEARING HEIGHT

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EXISTING CONCRETE ROOF SLAB

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HOIST BEAM

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8" CONC. FOUNDATION WALL WITH (3) #4 RE-BAR HORIZ. AND #4 VERT. BARS @ 24" O.C. INSTALL #4 VERT. TIES FROM FND. PAD TO WALLS @ 24" O.C. AND FROM FND. WALLS TO BLOCK @ 24" O.C. NOTE: EXTEND RE-BAR NOTE: EXTEND RE-BAR EXTEND RE-BAR TIES TO 12" A.F.F.

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ELEVATOR SHAFT: : 8" CMU WALLS W/ #4 VERT. RE-BAR @ 48" O.C. AND HORIZ. LADDER REINF. AT 24" O.C. (TYPICAL)

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NOTE: FILL CORES SOLID AT ALL : FILL CORES SOLID AT ALL REINFORCING AND AT ALL BRACKET INSERTS. (REFER TO ELEVATOR DRAWINGS FOR EXACT LOCATION OF INSERTS)

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EXISTING PENTHOUSE (BEYOND) TO REMAIN AS TABLE & CHAIR STORAGE

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EAST STAIRWELL (BEYOND)

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EXISTING WALL

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NEW COMMERCIALLY-GLAZED WINDOW SYSTEM THAT REPLICATES THE ORIGINAL DESIGN FROM 1930 (TYPICAL)

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NEW COMMERCIAL STOREFRONT DOOR AND WINDOW WALL AT MAIN ENTRANCE (TYPICAL AT NORTH AND SOUTH)

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REPLICATION OF ORIGINAL MARQUEE OVER SOUTH ENTRANCE (SEE SHEET PR-4.3 FOR DETAILS)

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EXISTING COLUMN (BEYOND)

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EXISTING MAIN ENTRY RAMP

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EXISTING CONCRETE SIDEWALK

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BEACH

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NEW STEEL-FRAMED EXTERIOR BALCONY AT 2nd FLOOR RESTAURANT (BEYOND). REFER TO STRUCTURAL DRAWINGS FOR MORE INFORMATION.

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RE-PURPOSED STONE RAILING REMOVED FROM 2nd FLOOR NORTH ELEVATION (OPTIONAL)

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NOTE: LADDER, LIGHT : LADDER, LIGHT W/ SWITCH AND GFI OUTLET REQUIRED

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#6 RE-BAR @ 12" O.C. E.W.

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EXISTING SEAWALL

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EXISTING COLUMN BEYOND (TYPICAL)

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EXISTING COLUMN BEYOND (TYPICAL)

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FILL

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NEW 6" RAISED CONCRETE SLAB OVER COMPACTED FILL

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PRE-CAST CONCRETE LINTEL (TYPICAL)

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EXTEND NEW MASONRY TO UNDERSIDE OF EXISTING FLOOR SLAB (TYP.)

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NEW CONCRETE FLOOR SLAB

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1

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PR-4.4

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ROOF SLAB

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OPENING HEIGHT

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MASONRY OPENING

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EXISTING PARAPET CAP

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EXISTING PENTHOUSE (BEYOND) TO REMAIN AS TABLE & CHAIR STORAGE

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EXISTING WALL

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MECHANICAL EQUIPMENT

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ROOFTOP RESTAURANT AND PUB

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SOLID SCREENING OF HVAC UNITS

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WINDOWS LOCATED IN TRUSS OPENINGS (TYPICAL)

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PRE-ENGINEERED STEEL ROOF TRUSS (OPEN TO BELOW)

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STEEL BEAM (TYPICAL)

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6"x6" STEEL COLUMN (TYPICAL)

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OPENING HEIGHT

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MASONRY OPENING

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ELEVATOR LOBBY

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BALCONY DINING

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ROOFTOP RESTAURANT AND PUB

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"NANAWALL" SYSTEM OR EQUAL TO ENCLOSE RESTAURANT & PUB

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OPEN NANAWALL SYSTEM WITH TRACK ABOVE

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NANAWALL WINDOW SYSTEM (NORTH WALL)

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NANAWALL DOOR SYSTEM (EAST & WEST WALLS)

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ELEVATOR LOBBY

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OPENING HEIGHT

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MASONRY OPENING

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FLOOR SLAB

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FIRST FLOOR CEILING HEIGHT

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CEILING HEIGHT

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BUILDING HEIGHT

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OUTDOOR DINING

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EXISTING CONCRETE

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COL.

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COL.

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COL.

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NEW CONCRETE PIER

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MEMBRANE ROOF SYSTEM OVER RIGID INSULATION AND DECKING (TYPICAL)

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NOTE: EDGE OF NEW ROOF PLANE TO STOP : EDGE OF NEW ROOF PLANE TO STOP AT EXTERIOR WALL WHILE TRUSS SYSTEM CONTINUES OUT TO BEARING POINT.

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1:12 SLOPE

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1:12 SLOPE

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NOTE: EDGE OF NEW ROOF PLANE TO STOP : EDGE OF NEW ROOF PLANE TO STOP AT EXTERIOR WALL WHILE TRUSS SYSTEM CONTINUES OUT TO BEARING POINT.

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METAL VENEER PANELS

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4'-0"

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4'-0"

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STEEL BEAM BETWEEN POSTS TO CARRY EVERY OTHER TRUSS

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NEW PRE-ENGINEERED STEEL ROOF TRUSSES TO ANGLE BACK FROM PARAPET AT 45° WITHCLERESTORY GLAZING SYSTEM SET BETWEEN

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NEW PRE-ENGINEERED STEEL ROOF TRUSSES TO ANGLE BACK FROM PARAPET AT 45° WITHCLERESTORY GLAZING SYSTEM SET BETWEEN

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NEW STEEL BEAM TO PENETRATE LIMESTONE VENEER AND ATTACH TO EXISTING CONCRETE COLUMN

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EXISTING STRUCTURAL CONCRETE COLUMN BELOW

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EXISTING STRUCTURAL CONCRETE COLUMN BELOW

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1. RENOVATED CROSS-SECTION (North - South)

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SCALE: 1/4" = 1'-0"

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2. WEST ELEVATION at ROOFTOP

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SCALE: 1/4" = 1'-0"

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2

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2

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2

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2

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2

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2

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2

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2

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VA17-06

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SV & AB

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PR-4.1

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RENOVATED

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PAVILION

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CROSS-SECTION

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PAVILION RENOVATION

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1600 NORTH 25 EAST

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2-2-15

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2

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6-30-17

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3

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Virtue Architects - Indiana · 2015. 2. 2. · indiana building code 2014 \⠀䤀䈀䌀 ㈀ ㈀尩 accessibility code = ansi a117.1-2009 \⠀䄀䐀䄀尩 indiana plumbing code 2012

Virtue Architects - Indiana · 2015. 2. 2. · indiana building code 2014 \⠀䤀䈀䌀㈀㈀尩 accessibility code = ansi a117.1-2009 \⠀䄀䐀䄀尩 indiana plumbing code 2012