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HomeMy WebLinkAbout17120004 Building PlansJURISDICTION BUILDING REVIEW: CITY OF CARMEL BUILDING DEPARTMENT STATE REVIEW: STATE OF INDIANA DEPARTMENT OF HOMELAND SECURITY HEALTH DEPARTMENT: HAMILTON COUNTY HEALTH DEPARTMENT BUILDING CODE: 2014 INDIANA BUILDING CODE ELECTRIC CODE: 2009 INDIANA ELECTRIC CODE FIRE CODE: 2014 INDIANA FIRE PREVENTION CODE PLUMBING CODE: 2012 INDIANA PLUMBING CODE MECHANICAL CODE: 2014 INDIANA MECHANICAL CODE FUEL GAS CODE: 2014 INTERNATIONAL FUEL GAS CODE ENERGY CODE: 2010 INDIANA IECC ACCESSIBILITY CODE: 2010 ADA STANDARDS FOR ACCESSIBILITY DESIGN GENERAL STATEMENT OF CONSTRUCTION THE BUILDING IS NOT BEING EXPANDED UNDER THE SCOPE OF WORK. IT IS BEING REMODELED WITHIN ITS WALLS THERE IS NO CHANGE TO THE USE GROUP. CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION MIXED USE BUILDING SECTION 508 - MIXED USE AND OCCUPANCY 309.1 -MERCANTILE GROUP "M" 304.1 - BUSINESS GROUP "B" 311.2 - MODERATE HAZARD STORAGE "S-1" NON -SEPARATED CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS SECTION 503 - GENERAL HEIGHT AND AREA LIMITATIONS TABLE 503 TYPE IIB CONSTRUCTION TOTAL GROSS BUILDING SIZE: EXISTING KROGER: 64,858 SQ. FT. PROPOSED EXPANSION: 308 SQ. FT. TOTAL PROPOSED KROGER: 65,166 SQ. FT. TOTAL NET BUILDING SIZE: KROGER: 64,000 SQ. FT. BUILDING HEIGHT: 36-5" TO PEAK OF ENTRANCE GABLE SECTION 505 - MEZZANINES 505.2.1 AREA LIMITATION THE AGGREGATE AREA OF THE MEZZANINE DOES NOT EXCEED ONE THIRD OF THE AREA OF THE FLOOR AREA OR ROOM WITHIN WHICH THEY ARE LOCATED. THE AREA OF THE MEZZANINE IS NOT INCLUDED IN THE FLOOR AREA OF THE ROOM. MECHANICAL MEZZANINE SIZE: 2,213 S.F. OFFICE AREA: 1,044 S.F. OCCUPANT LOAD: 1:100 S.F. = 10 PERSONS STORAGE AREA: 1,166 S.F. OCCUPANT LOAD: 1: 300 S.F. = 4 PERSONS TOTAL OCCUPANT LOAD OF: 14 PERSONS OFFICE MEZZANINE SIZE: 1,569 S.F. OFFICE AREA: 896 S.F. OCCUPANT LOAD: 1:100 S.F. = 9 PERSONS STORAGE AREA: 656 S.F. OCCUPANT LOAD: 1: 300 S.F. = 2 PERSONS TOTAL OCCUPANT LOAD OF: 11 PERSONS SECTION 507 - UNLIMITED AREA BUILDINGS THE BUILDING IS ANALYZED AS AN UNLIMITED AREA BUILDING WITH 60' OPEN PERIMETER (EXCEPT AT [NORTH/SOUTH/EAST WEST] PROPERTY LINE, WHERE THE BUILDING IS XX' FROM THE PROPERTY LINE. THE NORTH/SOUTH/EAST/WEST EXTERIOR WALL IS [THREE] -HOUR RATED WITH [THREE] -HOUR OPENING PROTECTIVES PER OBC 507.5.) SEE CHAPTER 6 & 9 ANALYSIS BELOW FOR ADDITIONAL INFORMATION. SECTION 508.3.3 SEPARATION NO SEPARATION IS REQUIRED BETWEEN NONSEPARATED OCCUPANCIES. NON SEPARATED OCCUPANCIES ARE MERCANTILE GROUP "M", BUSINESS GROUP "B" AND MODERATE HAZARD STORAGE GROUP "S1" CHAPTER 6 - TYPES OF CONSTRUCTION SECTION 602 - CONSTRUCTION CLASSIFICATION 602.2 TYPE IIB CONSTRUCTION, NON-COMBUSTIBLE/ UNPROTECTED TABLE 601 - FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS TYPE IIB CONSTRUCTION RATING IN HOURS STRUCTURAL FRAME 0 BEARING WALLS EMPLOYEE AREAS: EXTERIOR 0 INTERIOR 0 NON BEARING WALLS AND PARTITIONS SF / 300 GROSS SF PER PERSON = EXTERIOR 0 NON BEARING WALLS AND PARTITIONS SF/ 100 GROSS SF PER PERSON = INTERIOR 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 INCLUDING SUPPORTING BEAMS AND JOISTS PD1.2 CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES SECTION 1005 - EGRESS WIDTH SECTION 705 - EXTERIOR WALLS PLUMBING WASTE & VENT PLAN 705.8 ALLOWABLE AREA OF OPENINGS TITLE SHEET TABLE 705.8 THE AREA OF EXTERIOR WALL OPENINGS IS UNLIMITED WHEN THE DISTANCE TO THE PROPERTY LINE IS GREATER THAN 30'. 11/01/2017 CHAPTER 8 - INTERIOR FINISHES SECTION 803 - WALL AND CEILING FINISHES 803.1.1 INTERIOR WALL AND CEILING FINISHES CLASS C: FLAME SPREAD INDEX 76-200; SMOKE DEVELOPED INDEX 0-450 TABLE 803.9 (SPRINKLERED) CLASS RATING CORRIDORS C �iZ�PF. � L► ���i �'�[+I�. 808.1.1.1 SUSPENDED ACOUSTICAL CEILINGS INSTALLED IN ACCORDANCE WITH ASTM C 635 AND ASTM C 636 804.1 GENERAL EXCEPTION: RESILIENT FLOOR COVERINGS ARE EXEMPT FROM FIRE CLASSIFICATION 804.4.1 MINIMUM CRITICAL RADIANT FLUX INTERIOR FLOOR FINISH SHALL COMPLY WITH DOC FF -1 "PILL TEST" (CPSC 16 CFR PART 1630) OR WITH ASTM D 2859. CHAPTER 9 - FIRE PROTECTION SYSTEMS SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS 903.2.7 AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13 SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS coZ z- a� Zo ZW O U= E- U Z, 0 UJ cr(o 0:3H Z+ W W - S O R-0 CfW 00 Z H �_ Z LU W 0 DZ O UU OE - 00 W X WW W h H W z 0 Z H U 3: W 0' t- Q 0 L - UW X Qa cn J W co W S� O UO 0� o� WOW of an. av U- >0 > W �U a J U U W 7r W h 0 a= �_F- 0 cc I W a= N ofo a Of aEi _0 o 0 Z (d, W a Z : a W Z 2E 0 In U Wp OE: 0W U)° 0 S W rm 0- I * i 9 . 'i' i 907.2 WHERE REQUIRED - NEW BUILDING AND STRUCTURES AN APPROVED FIRE ALARM SYSTEM SHALL BE PROVIDED IN ACORDANCE WITH NFPA 72, SECTIONS 907.2.7 AND 907.5 CHAPTER 10 - MEANS OF EGRESS SECTION 1004 - OCCUPANT LOAD SALES AREA: 43,320 SFJ 30 GROSS SF PER PERSON = 1,444 EMPLOYEE AREAS: 7,839 SFJ 100 GROSS SF PER PERSON = 78 STORAGE J DOCK: 9,880 SF / 300 GROSS SF PER PERSON = 33 MEZZANINE EMPLOYEE AREAS: 1,839 SF/ 100 GROSS SF PER PERSON = 18 MEZZANINE STORAGE: 1,915 SF / 300 GROSS SF PER PERSON = 6 TOTAL OCCUPANT LOAD: CIVIL PD1.2 1,555 SECTION 1005 - EGRESS WIDTH P1.1 PLUMBING WASTE & VENT PLAN C001 LII 11 ► 11 11 : l 1111 ■ TOTAL BUILDING: 1,555 OCCUPANTS X0.2" = 311" TOTAL EXIT WIDTH REQUIRED 454" TOTAL EXIT WIDTH PROVIDED SALES FLOOR: 1,444 OCCUPANTS x 0.2" = 289" TOTAL EXIT WIDTH REQUIRED 382" TOTAL EXIT WIDTH PROVIDED SECTION 1007 - ACCESSIBLE MEANS OF EGRESS THE BUILDING SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THIS SECTION SECTION 1008 - DOORS, GATE AND TURNSTILES 1008.1.1 SIZE OF DOORS THE MINIMUM WIDTH OF EACH DOOR SHALL PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32" AS MEASURED AT 90 DEGREES BETWEEN THE DOOR STOP AND THE FACE OF THE DOOR. THE MAXIMUM DOOR LEAF SHALL BE 48" 1008.1.9.7 DELAYED EGRESS LOCKS REFER TO SHEET A6.1, DOOR SCHEDULE, FOR DOORS EQUIPPED WITH DELAYED EGRESS LOCKS CONDITIONS 1-6 WILL BE MET AS DESCRIBED BELOW. CONDITION 1: THE DOORS ARE TIED INTO THE AUTOMATIC SPRINKLER SYSTEM CONDITION 2: THE DOORS UNLOCK IN THE EVENT OF POWER OUTAGE CONDITION 3: THE DOORS ARE TIED INTO THE FIRE ALARM SYSTEM CONTROL PANEL CONDITION 4: THE HARDWARE WILL BE ADJUSTED TO MEET THE REQUIREMENTS OF THIS CONDITION CONDITION 5: A SIGN WILL BE PROVIDED IN ACCORDANCE WITH THIS EXCEPTION PER NOTE 6 IN THE DOOR SCHEDULE CONDITION 6: EMERGENCY LIGHTING IS PROVIDED AT THE DOOR. 1008.1.9.8 ACCESS -CONTROLLED EGRESS DOORS THE MAIN FRONT ENTRY DOORS SHALL BE PROVIDED PER 1008.1.9.8. SECTION 1011 -EXIT SIGNS 1011.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS A SIGN STATING "EXIT" IN RAISED CHARACTERS AND BRAILLE WILL BE PROVIDED ADJACENT TO EACH DOOR AT ALL EXIT DISCHARGES. SECTION 1014 - EXIT ACCESS 1014.2 EGRESS THROUGH INTERVENING SPACES ALL REQUIRED EXITS FROM SALES AREA LEAD DIRECTLY TO THE EXTERIOR 1014.3 COMMON PATH OF EGRESS TRAVEL THE COMMON PATH OF TRAVEL SHALL NOT EXCEED 75' SECTION 1015 - EXIT AND EXIT ACCESS DOORWAYS 1015.2.2 THREE OR MORE EXITS OR EXIT ACCESS DOORWAYS THE 6 BUILDING EXITS & THE 4 SALES FLOOR EXITS ARE LOCATED TO COMPLY WITH 1015.2.2 THE TWO MAIN ENTRANCES/EXITS ARE ACCESSIBLE PER SECTION 1007 SECTION 1016 -EXIT ACCESS TRAVEL DISTANCE 1016.2 LIMITATIONS ALL EXIT ACCESS TRAVEL PATHS ARE LESS THAN 250' PER TABLE 1016.2 SECTION 1018 - CORRIDORS 1018.4 DEAD ENDS EXCEPTION 2.: THERE ARE NO DEAD END CORRIDORS IN EXCESS OF 50' SECTION 1021 - NUMBER OF EXITS AND EXIT CONFIGURATION 1021.2 EXIT FROM STORIES (Use Section 1021.2 if project has 50-500 occupants.) 1021.2.4 THREE OR MORE EXITS (Use Section 1021.2.4 if project has 500-1000 occupants.) TOTAL BUILDING OCCUPANT LOAD: 1,555 OCCUPANTS = (4) MINIMUM EXITS REQUIRED (6) EXITS PROVIDED SALES FLOOR AREA OCCUPANT LOAD: 1,444 OCCUPANTS = (4) MINIMUM EXITS REQUIRED (4) EXITS PROVIDED CHAPTER 11 -ACCESSIBILITY BUILDING IS DESIGNED IN COMPLIANCE WITH 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN SECTION 1110 - SIGNAGE 1110.1 SIGNS SIGNAGE SHALL BE PLACED IN ACCORDANCE WITH THIS SECTION iilQZc��r:I�1Fy[ TACTILE EXIT SIGNS SHALL COMPLY WITH SECTION 1011.3 CHAPTER16-STRUCTURALLOADS REFER TO STRUCTURAL DRAWINGS. CHAPTER 17 - STRUCTURAL TESTS AND SPECIAL INSPECTIONS 1704 SPECIAL INSPECTIONS, CONTRACTOR RESPONSIBILITY, AND STRUCTURAL OBSERVATIONS SPECIAL INSPECTIONS ARE REQUIRED AND WILL BE PERFORMED AS DESCRIBED IN STRUCTURAL DRAWING GENERAL NOTES: ALL REPORTS SHALL BE PREPARED BY THE SPECIAL INSPECTOR & SUBMITTED TO THE REGISTERED DESIGN PROFESSIONALS & THE AUTHORITIES HAVING JURISDICTION SPECIAL INSPECTIONS COMPANY (Cincinnati and most of 1N) TERRACON 611 LUNKEN PARK ROAD CINCINNATI, OH 45226 PH: (513) 321-5816 CHAPTER 29 - PLUMBING SYSTEMS TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES OCCUPANT LOAD: 777.5 MALES 777.5 FEMALES WC(UR) LAV DF 1/500 1/750 1/1000 TOTAL REQUIRED: 2 1 1 PROVIDED - MEN: 2 (2) 2 PROVIDED - WOMEN: 4 2 TOTAL PROVIDED: 4 4 1 SECTION NUMBER 1 SECTION CUT TAG A2.1 SHEET NUMBER SYMBOL LEGEND a- INDEX OT DRAWINGS SHEET # SHEET NAME ISSUE DATE REV # REVISION NAME REVISION DATE G0.0 COVER SHEET/ DRAWINGS INDEX 11/01/2017 3 ADDENDUM NO 3 11/17/2017 PLUMBING COVER SHEET 11/01/2017 / 3 \ PD1.1 PLUMBING WASTE & VENT DEMOLITION PLAN 11/01/2017 CIVIL PD1.2 PLUMBING DOMESTIC WATER & GAS DEMOLITION PLAN 11/01/2017 P1.1 PLUMBING WASTE & VENT PLAN C001 TITLE SHEET 11/01/2017 PLUMBING DOMESTIC WATER & GAS PLAN 11/01/2017 C100 SITE PLAN PREPARATION PLAN 11/01/2017 P5.1 PLUMBING DETAILS C200 SITE PLAN 11/01/2017 PLUMBING DETAILS 11/01/2017 C201 SITE PLAN DETAILS 11/01/2017 P9.1 PLUMBING WASTE & VENT ISOMETRICS 11/01/2017 STRUCTURAL E0.1 ELECTRICAL COVER SHEET S0.1 STRUCTURAL GENERAL NOTES 11/01/2017 ELECTRICAL POWER DEMOLITION PLAN 11/01/2017 S1.1 FOUNDATION AND FRAMING PLANS 11/01/2017 1 ADDENDUM NO 3 11/17/2017 S3.1 FOUNDATION AND FRAMING SECTIONS 11/01/2017 1 ADDENDUM NO 3 11/17/2017 S5.1 STANDARD SECTIONS AND SCHEDULES 11/01/2017 1 ADDENDUM NO 3 11/17/2017 11/01/2017 E5.1 ELECTRICAL DETAILS 11/01/2017 ARCHITECTURAL ELECTRICAL DETAILS 11/01/2017 E5.3 AD1.1 DEMOLITION FLOOR PLAN + MEZZANINES 11/01/2017 1 ADDENDUM NO 2 11/14/2017 AD1.1.1 DEMOLITION CONCRETE PLAN + MEZZANINES 11/01/2017 11/01/2017 E6.2.1 AD1.2 DEMOLITION REFLECTED CEILING PLAN +MEZZANINES 11/01/2017 1 ADDENDUM NO 2 11/14/2017 A1.1 FLOOR PLAN 11/01/2017 2 ADDENDUM NO 3 11/17/2017 A1.2 CONCRETE PLACEMENT PLAN 11/01/2017 1 ADDENDUM NO 2 11/14/2017 A1.3 REFLECTED CEILING PLAN + MEZZANINES 11/01/2017 1 ADDENDUM NO 2 11/14/2017 Al A ROOF PLAN 11/01/2017 2 ADDENDUM NO 2 11/14/2017 A2.1 EXTERIOR ELEVATIONS 11/01/2017 1 ADDENDUM NO 2 11/14/2017 A3.1 WALL SECTIONS + DETAILS 11/01/2017 A3.2 INTERIOR WALL PARTITIONS 11/01/2017 T0.1 COVER SHEET 11/01/2017 A3.2.1 WALL TYPES 11/01/2017 11/01/2017 T1.2 A4.2 ENLARGED PLANS AND DETAILS 1 ADDENDUM NO 3 11/17/2017 A5.1 STANDARD ASD DETAILS 11/01/2017 11/01/2017 T1.3.3 A5.1.1 STANDARD ASD DETAILS 11/01/2017 T1.3.4 TR -M LOCATIONS 11/01/2017 A5.2 STANDARD DETAILS 11/01/2017 1 ADDENDUM NO 2 11/14/2017 A6.1 DOOR SCHEDULE AND DETAILS 11/01/2017 T1.6.3 AP DETAILS 2 11/01/2017 T4.1 ER -E BUILDOUT 11/01/2017 T4.3 INTERIOR 11/01/2017 T4.4 TR -M BUILDOUT 11/01/2017 10.1 SCHEDULE OF NOTES 11/01/2017 11/01/2017 T6.1 11.1 FINAL FIXTURE PLAN - FOR REFERENCE ONLY 11/01/2017 11.1.1 EXISTING FIXTURE PLAN - FOR REFERENCE ONLY 11/01/2017 11.3 OVERHEAD DECOR PLAN 11/01/2017 1 ADDENDUM NO 3 11/17/2017 11.3.1 ACCENT LIGHTING PLAN 11/01/2017 1 ADDENDUM NO3 11/17/2017 11.4 FINISH FLOOR PLAN 1 ADDENDUM NO 2 11/14/2017 11.5 ENLARGED FINISH PLAN 11/01/2017 12.1 INTERIOR ELEVATIONS 11/01/2017 1 ADDENDUM NO3 11/17/2017 12.2 INTERIOR ELEVATIONS 11/01/2017 1 ADDENDUM NO3 11/17/2017 12.3 INTERIOR ELEVATIONS 11/01/2017 12.4 DECOR ELEVATIONS 11/01/2017 1 ADDENDUM NO3 11/17/2017 12.5 DECOR ELEVATIONS 11/01/2017 12.6 DECOR ELEVATIONS 11/01/2017 15.0 DECOR INSTALL NOTES 11/01/2017 15.1 INTERIOR STANDARD DETAILS (ISD) 11/01/2017 15.2 FINISH DETAILS 11/01/2017 11.6 FINISH ROOM SCHEDULE 1 ADDENDUM NO 2 11/14/2017 REFRIGERATION R1.1 REFRIGERATED EQUIPMENT LAYOUT - FOR REFERENCE ONLY 11/01/2017 R5.1 REFRIGERATION SCHEDULE - FOR REFERENCE ONLY 11/01/2017 R6.1 REFRIGERATION PIPING RACK - FOR REFERENCE ONLY 11/01/2017 1 ADDENDUM NO 3 11/17/2017 FIRE PROTECTION F1.1.1 ARCHITECTURAL FIRE SUPPRESSION DESIGN CRITERIA 11/01/2017 MECHANICAL M0.1 HVAC COVER SHEET 1 ADDENDUM NO 2 11/14/2017 MD1.1 HVAC DEMOLITION PLAN 1 ADDENDUM NO 2 11/14/2017 M1.1 HVAC PLAN 2 ADDENDUM NO 2 11/14/2017 M5.1 HVAC DETAILS 1 ADDENDUM NO 211/14/2017 M6.1 HVAC SCHEDULES 1 ADDENDUM NO 2 11/14/2017 SYMBOL LEGEND a- WALL TYPE TAG INDEX OT WINDOW TAG ioo DOOR TAG ISSUE DATE REV # REVISION NAME REVISION DATE REVISION TAG 11/06/2017 KEYNOTE SYMBOL ELEVATION NUMBER A3cELEVATION TAG SHEET NUMBER 1 COLUMN -__- REFERENCE �J GRIDS 1. ALL WORK SHALL BE DONE IN AN APPROVED WORKMANLIKE MANNER AND SHALL BE IN COMPLIANCE WITH GOVERNING CODES & REGULATORY AGENCIES. 2. GENERAL CONTRACTOR SHALL OBTAIN BLDG PERMIT. CONTRACTOR SHALL OBTAIN ALL OTHER PERMITS. 3. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 4. TEMPORARILY BRACE THE ENTIRE STRUCTURE AS REQUIRED TO MAINTAIN STABILITY UNTIL IT IS COMPLETE AND FUNCTIONING PER THE DESIGN INTENT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ' 1 . 5. COORDINATE DIMENSIONS FOR EQUIPMENT SUPPORTS, WALL, FLOOR OR ROOF OPENINGS WITH APPLICABLE TRADE CONTRACTORS PRIOR TO STEEL FABRICATION OR CONCRETE PLACEMENT. 6. SPRINKLER DRAWINGS WILL BE SUBMITTED UNDER SEPARATE COVER BY A LICENSED SPRINKLER CONTRACTOR IN THE STATE OF INDIANA. 7. FIRE ALARM DRAWINGS WILL BE SUBMITTED UNDER SEPARATE COVER BY A LICENSED CONTRACTOR IN THE STATE OF INDIANA. 8. EXISTING DRAWINGS PREPARED BY PDT, DATED 07/03/17, AND PROVIDED BY THE KROGER COMPANY WERE USED IN THE PREPARATION OF THESE CONSTRUCTION DOCUMENTS. CR architecture + design MAKES NO WARRANTIES EITHER EXPRESSED OR IMPLIED FOR ANY EXISTING DOCUMENTS PROVIDED AS REFERENCE MATERIAL REGARDING THEIR USABILITY OR FITNESS FOR ANY PARTICULAR USE. 0 mi OWNER ARCHITECT STRUCTURAL SCHAEFER 10411 MEDALLION DR. SUITE 121 CINCINNATI, OHIO 45241 T: (513) 542-3300 T: bob.shinkle@schaefer-inc.com 10 1 VICINITY MAP 679 Naarda... ichiga". Road PROJECT SITE z EXECUTED BY: JAS REVIEWED BY: KAP LO w do M W O N m O N Q F "iiT co N M t U -i 110C> d 0 O N N M U o a r - v o � s o uS M o co a - o d '1�6_ v _ o G N s 0 co o 04 cr0 N N N T y To w a a= 0 > °�L° z in cd w co �2 r- 20 Z-1 Of LU (n J > o a creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS FACILITY ENGINEERING 5960 CASTLEWAY WEST DP. INDIANAPOLIS, IN 46250 INDEX OT DRAWINGS SHEET # SHEET NAME ISSUE DATE REV # REVISION NAME REVISION DATE 11/06/2017 ADDENDUM NO. 1 PLUMBING 11/06/2017 / G \ P0.1 PLUMBING COVER SHEET 11/01/2017 / 3 \ PD1.1 PLUMBING WASTE & VENT DEMOLITION PLAN 11/01/2017 PD1.2 PLUMBING DOMESTIC WATER & GAS DEMOLITION PLAN 11/01/2017 P1.1 PLUMBING WASTE & VENT PLAN 11/01/2017 P1.2 PLUMBING DOMESTIC WATER & GAS PLAN 11/01/2017 P1.4 PLUMBING DIMENSION PLAN 11/01/2017 P5.1 PLUMBING DETAILS 11/01/2017 P5.2 PLUMBING DETAILS 11/01/2017 P6.1 PLUMBING SCHEDULES 11/01/2017 P9.1 PLUMBING WASTE & VENT ISOMETRICS 11/01/2017 ELECTRICAL E0.1 ELECTRICAL COVER SHEET 11/01/2017 ED1.2 ELECTRICAL POWER DEMOLITION PLAN 11/01/2017 E1.1 ELECTRICAL LIGHTING PLAN 11/01/2017 1 ADDENDUM NO 2 11/14/2017 E1.1.5 ELECTRICAL LIGHTING DIMENSION PLAN 11/01/2017 1 ADDENDUM NO 2 11/14/2017 E1.2 ELECTRICAL SPECIALTY LIGHTING PLAN 11/01/2017 1 ADDENDUM NO 2 11/14/2017 E1.2.5 ELECTRICAL SPECIALTY LIGHTING DIMENSION PLAN 11/01/2017 E1.3 ELECTRICAL POWER PLAN 11/01/2017 E5.1 ELECTRICAL DETAILS 11/01/2017 E5.2 ELECTRICAL DETAILS 11/01/2017 E5.3 ELECTRICAL DETAILS 11/01/2017 E5.4 ELECTRICAL DETAILS 11/01/2017 E6.1 ELECTRICAL SINGLE LINE DIAGRAM 11/01/2017 E6.2.1 ELECTRICAL PANEL SCHEDULES 11/01/2017 E6.2.2 ELECTRICAL PANEL SCHEDULES 11/01/2017 E6.3 ELECTRICAL PANEL SCHEDULES 11/01/2017 ENERGY MANAGEMENT EM0.1 ENERGY MANAGEMENT COVER SHEET 11/01/2017 EM1.1 ENERGY MANAGEMENT PLAN 11/01/2017 SYSTEMS ET1.1 SYSTEMS PLAN 11/01/2017 1 ADDENDUM NO 2 11/14/2017 TELECOMMUNICATIONS T0.1 COVER SHEET 11/01/2017 Ti .1 FIXTURE PLAN 11/01/2017 T1.2 ZONE COVERAGE 11/01/2017 T1.3 OVERALL LOCATIONS 11/01/2017 T1.3.1 ER -E LOCATIONS 11/01/2017 T1.3.3 TR -13 LOCATIONS 11/01/2017 T1.3.4 TR -M LOCATIONS 11/01/2017 T1.6.1 AP- LOCATIONS 11/01/2017 T1.6.2 AP DETAILS 1 11/01/2017 T1.6.3 AP DETAILS 2 11/01/2017 T4.1 ER -E BUILDOUT 11/01/2017 T4.3 TR -B BUILDOUT 11/01/2017 T4.4 TR -M BUILDOUT 11/01/2017 T5.1 TELECOM DETAILS 1 11/01/2017 T6.1 BACKBONE SCHEMATIC 11/01/2017 1. ALL WORK SHALL BE DONE IN AN APPROVED WORKMANLIKE MANNER AND SHALL BE IN COMPLIANCE WITH GOVERNING CODES & REGULATORY AGENCIES. 2. GENERAL CONTRACTOR SHALL OBTAIN BLDG PERMIT. CONTRACTOR SHALL OBTAIN ALL OTHER PERMITS. 3. ALL EGRESS DOORS SHALL BE READILY OPERABLE FROM THE SIDE FROM WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 4. TEMPORARILY BRACE THE ENTIRE STRUCTURE AS REQUIRED TO MAINTAIN STABILITY UNTIL IT IS COMPLETE AND FUNCTIONING PER THE DESIGN INTENT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. ' 1 . 5. COORDINATE DIMENSIONS FOR EQUIPMENT SUPPORTS, WALL, FLOOR OR ROOF OPENINGS WITH APPLICABLE TRADE CONTRACTORS PRIOR TO STEEL FABRICATION OR CONCRETE PLACEMENT. 6. SPRINKLER DRAWINGS WILL BE SUBMITTED UNDER SEPARATE COVER BY A LICENSED SPRINKLER CONTRACTOR IN THE STATE OF INDIANA. 7. FIRE ALARM DRAWINGS WILL BE SUBMITTED UNDER SEPARATE COVER BY A LICENSED CONTRACTOR IN THE STATE OF INDIANA. 8. EXISTING DRAWINGS PREPARED BY PDT, DATED 07/03/17, AND PROVIDED BY THE KROGER COMPANY WERE USED IN THE PREPARATION OF THESE CONSTRUCTION DOCUMENTS. CR architecture + design MAKES NO WARRANTIES EITHER EXPRESSED OR IMPLIED FOR ANY EXISTING DOCUMENTS PROVIDED AS REFERENCE MATERIAL REGARDING THEIR USABILITY OR FITNESS FOR ANY PARTICULAR USE. 0 mi OWNER ARCHITECT STRUCTURAL SCHAEFER 10411 MEDALLION DR. SUITE 121 CINCINNATI, OHIO 45241 T: (513) 542-3300 T: bob.shinkle@schaefer-inc.com 10 1 VICINITY MAP 679 Naarda... ichiga". Road PROJECT SITE z EXECUTED BY: JAS REVIEWED BY: KAP LO w do M W O N m O N Q F "iiT co N M t U -i 110C> d 0 O N N M U o a r - v o � s o uS M o co a - o d '1�6_ v _ o G N s 0 co o 04 cr0 N N N T y To w a a= 0 > °�L° z in cd w co �2 r- 20 Z-1 Of LU (n J > o a creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS FACILITY ENGINEERING 5960 CASTLEWAY WEST DP. INDIANAPOLIS, IN 46250 KM A.: CENTRAL ISSUE/REVISION 11/01/2017 BID & PERMIT 11/06/2017 ADDENDUM NO. 1 11/06/2017 / G \ ADDENDUM NO. 2 11/17/2017 / 3 \ ADDENDUM NO. 3 PROJECT TITLE WITHIN -THE -WALLS J-332 10679 N. MICHIGAN RD. CARMEL, IN 46077 COMMISSION NO. 517344 ISSUE DATE SHEET TITLE COVER SHEET DRAWING INDEX SHEET NO. GOmO © 2015 Cole+Russell Architects, Inc SIGNED: 11-01-2O17 RCW Exception(s).- The above post construction requirements have been completed. J Ducts located within equipment BILL L. RIEHIL, PE 09-25-2017 COMcheck Software Version 4.0.7.0 J Ducts with interior and exterior temperature difference not exceeding 15':'F, Principal Mechanical Designer -Name Signature Date 8. Mechanical fasteners and sealants used to connect ducts and air distribution equipment ^^h^n*1%^.Ca1 Col-niplicamcce C&Ierlh ICCUE MIV f A- e 9. Ducts sealed - longitudinal seams on rigid ducts, transverse seams on all ducts" UL 181A or 181B tapes and mastics Project Notes� %0 C1 10, Hot water pipe insulation: 1,5 in. for pipes —1,5' in. and 2 in, forpipes >1,5 in. Interior renovation of existing structure. Chilled water/refrigerant/brine pipe insulation, 1.5 in. for pipes —1.5 in, and 1,5 in. for pipes >11.5 in. Steam pipe insulation! 1.5 in. for pipes —1.5 in. and 3 in. for pipes >1.5 in. Piping within HVAC equipment, Section 1: Project Information Fluid temperatures between 55 and 105'F. Energy Code: 2009 IECC J Fluid not heated or cooled with renewable energy, Project Title: J330 - Bloomington, IN J Piping within room fan -coil (with AHR1440 rating) and unit ventilators (with AHRI840 rating). Project Type� Alteration J RunOUtS <4 ft in length. Construction Site: Owner/Agent� Designer/Con tractor: 11 -Operation and maintenance manual provided to building owner 1825 Kinser Pike Diana Moore Katie Papin 12.Balancing devices provided in accordance with IMC 603.17 Bloomington, IN 47404 Kroger Midwest Region CR Architecture + Design 13.Demand control ventilation (DCV) present for high design occupancy areas (>40 person/1000 ft2 in spaces >500 112) and served by 5600 Castleway West Dr 600 Vine Street systems with any one of 1) an air -side economizer, 2) automatic modulating control of the outdoor air damper, or 3) a design outdoor Indianapolis, IN 46250 Suite 2210 airflow greater than 3000 cfm, 317-579-8064 Cincinnati, OR 45202 Exception(s): Diana. Moore@ kroger,com 513-721-8080 Systems with heat recovery. k.papin@cr-architects,com Multipfe-zone systems without DDC of individual zones communicating with a central control panel, Section 2: General Information Systems with a design outdoor airflow less than 1200 aim. Spaces where the supply airflow rate minus any makeup or outgoing transfer air requirement is less than 1200 cfm. Building Location (for weather datat� Bloomington, Indiana 14.Motorized, automatic shutoff dampers required on exhaust and outdoor air supply opening$ Climate Zone: 4a Exception(s): J Gravity dampers acceptable in buildings <3 stories Section 3: Mechanical Systems List 15.Automatic controls for freeze protection systems present 16. Exhaust air heat recovery included for systems 5,000 efrn or greater with more than 70% outside air fraction or specifically exempted 1 FCU -1 / CU -1 (Single Zone) : J Hazardous exhaust systems, commercial kitchen and clothes dryer exhaust systems that the International Mechanical Code Cooling: I each - Split System, Capacity = 35 kBtulh, Air -Cooled Condenser, No Economizer, Economizer prohibits the use of energy recovery systems. exceptiow Open Case Refrigeration J Systems serving spaces that are heated and not cooled to less than 60*F. Proposed Efficiency = 15-10 SEER, Required Efficiency: 13,00 SEER Where more than 60 percent of the outdoor heating energy is provided from site -recovered or site solar energy. Fan System� FCU -1 -- Compliance (Motor nameplate HP method): Passes Heating systems in climates with less than 3600 HDD. Fans: FAN 6 Supply, Single -Zone VAV, 848 CFM, 1 .0 motor nameplate hp Cooling systems in climates with a 1 percent cooling design wet -bulb temperature less than 64'F. Systems requiring dehumidification that employ energy recovery in series with the cooling coil, Section 4: Requirements Checklist Laboratory fume hood exhaust systems that have either a variable air volume system capable of reducing exhaust and makeup air volume to 50 percent or less of design values or, a separate make up air supply meeting the following makeup air requirements: a) at least 75 percent of exhaust flow rate, b) heated to no more than 2'F below room setpoint temperature, c) cooled to no lower than 3F above room setpoint temperature, d) no humidification added, e) no simultaneous heating and cooling, Requirements Specific To: FCU -1 / CU -1 Lj 1. Equipment minimum efficiency� Split System: 13.00 SEER Section 5: Compliance Statement Generic Requirements: Must be met by all systems to which the requirement is applicable: Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, Lj 1, Plant equipment and system capacity no greater than needed to meet foods specifications and other calculations submitted with this permit application. The proposed mechanical alteration project has been designed Excejntiori(s). to meet the 2009 IECC, Chapter 8, requirements in COMcheck Version 4.0.7.0 and to comply with the mandatory requirements in the J Standby equipment automatically off when primary system is operating Requirements Checklist. J Multiple units controlled to sequence operation as a function of load Li 2Minimum one temperature control device per system Li 3, Minimum one humidity control device per installed humidification/dehumidification system Name - Title Signature Date J 4Load calculations per ASHRAEIACCA Standard 183, 5. Automatic Controls: Setback to 55'F (heat) and 85'F (cool); 7 -day clock, 2-houroccupant override, 10 -hour backup Section 6: Post Construction Compliance Statement J Continuously operating zones j HVAC record drawings of the actual installation, system capacities, calibration information, and performance data for each equipment 6. Outside -air source for ventilation; system capable of reducing OSA to required minimum provided to the owner. Lj 7, R-5 supply and return air duct insulation in unconditioned spaces J HVAC O&M documents for all mechanical equipment and system provided to the owner by the mechanical contractor. R-8 supply and return air duct insulation outside the building J Written HVAC balancing and operations report provided to the owner. R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Project Title: J330 - Bloomington, IN Report date: 09/25/17 Project Title: J330 - Bloomington, IN Report date: 09125/17 Project Title: J330 - Bloomington, IN Report date, 09/25/17 Data filename: &\5- Retailk5_17-Reta it\517343-KrogerJ 330 Bloomington I N_WIW�Consultant CoorrfinaromMEP-\C0MchecIoJ330 - Data filoname: S:\5- Retail\5-17- Retai 1\517343 KrogerJ 330 Bloomingtoni N-WIW\Consu Itant Coorrfinafion�MEPACOMcheck\J330 - Data filename: S�k5-Retailk5-l7-Retail\517343-KrogerJ330-BloomingtonlN-WIW\Consultant Coordination\MEP-\COMcheck\J330 - SIGNED: 11-01-2O17 RCW N Fq a -1 PLANS PREPARED FOR KROGER 5960 •! , , DRIVE INDIANAPOLIS, 46250 TELEPHONE:• S!•4 EMAIL:CONTACT PERSON: DIANA MOORE DIANA. •!' • '• • PLANS r r r, r , BY WEIHE ENGINEERS, INC. 10505 • AVE. TELEPHONE:INDIANAPOLIS, INDIANA 46280 846-6611 ` 843-0546 CONTACT PER•SCOTT EMAIL: RUCKERS@WEIHE.NET 0 0 E:3 7 0 5 Ilk, Im Lollciii 10 4 C71 7-1 771 LICK�LIST ADDITION 10679 NORTH MICHIGAN ROAD ZIONSVILLE, IN 46077 GENERAL NOTES ONE CIVIC SQUARE 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, OR VERIFYING THAT ALL PERMITS AND NOBLESVILLE, INDIANA 46060 ANGIE CONN 1 ALEXIA LOPEZ APPROVALS ARE OBTAINED FROM THE RESPECTIVE CITY, COUNTY, AND STATE AGENCIES PRIOR TO t� 1IL STARTING CONSTRUCTION. CLAY TOWNSHIP REGIONAL WASTE DISTRICT 2. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION OF ALL CARMEL, IN 46032 INDIANAPOLIS, IN 46280-1098 EXISTING UTILITIES IN THE VICINITY OF THE CONSTRUCTION AREA PRIOR TO STARTING RYAN HARTMAN TEL: 317/571-2441 CONSTRUCTION U DUKE ENERGY ONE CIVIC SQUARE a 3. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY AND COORDINATE CONSTRUCTION WITH JIM BLANCHARD � ALL RESPECTIVE UTILITIES. 4. ALL QUANTITIES GIVEN ON THESE PRINTS, VERBALLY OR IN THE SCOPE OF WORK SECTION ARE p 9750 E. 150th STREET ESTIMATES AND SHALL BE CONFIRMED BY THE BIDDING CONTRACTORS. SUITE 1600 5. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL CHRIS ELLISON TEL: 3171776-4495 RULE 29 CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN M-1 DEPTH. CARMEL CITY UTILITIES 6. IN ADDITION, EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRE THE DESIGN OF A r CARMEL, INDIANA 46032 TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER. t..s 7. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER AND CONTRACTOR TO MAINTAIN QUALITY AT&T Ttoo CONTROL THROUGHOUT THIS PROJECT. HAMILTON COUNTY SURVEYOR 8. TEMPORARY TRAFFIC CONTROL DURING CONSTRUCTION TO CONFORM TO APPLICABLE LOCAL 106TH ST SUITE 188 STANDARDS. NOBLESVILLE, INDIANA 46060 9. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS HAMILTON COUNTY HIGHWAY DEPT ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 1700 SOUTH 10TH STREET 10, ANY FIELD TILES ENCOUNTERED DURING EXCAVATION SHALL BE REPAIRED AND CONNECTED TO NEW TEL: 317/773-7770 STORM SEWERS AND POSITIVE DRAINAGE PRESERVED. 11. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER THAT ALL LANDSCAPE REQUIREMENTS ARE MET M = AND CONFORM TO APPLICABLE LOCAL STANDARDS. 0 12, THE SITE DOES NOT LIE IN A SPECIAL FLOOD HAZARD AREA AS ESTABLISHED BY THE FEDERAL U P EMERGENCY MANAGEMENT AGENCY - NATIONAL FLOOD INSURANCE PROGRAM, WHEN PLOTTED BY M SCALE ON FLOOD INSURANCE RATE MAP #18057CO205G, DATED NOVEMBER 19, 2014. 0 0 13. BEARINGS, DIMENSIONS AND EASEMENTS ARE SHOWN FOR REFERENCE ONLY. SEE RECORD N SURVEYS & PLAT FOR EXACT INFORMATION. ry 14. THIS SITE DOES NOT CONTAIN ANY WETLANDS AT SHOWN ON THE U.S. DEPARTMENT OF THE INTERIOR o FISH AND WILDLIFE SERVICE NATIONAL WETLANDS INVENTORY MAP. �C 0 d �Q G � Z N � c LU CL j _ a W 116TH ST N {D � M before you dig. SHEET NO. 0 rz r E E c oo a jU 3 0 d N j z�m 0�\� Lj U 0 Q3oa 10 9 0 E:3 7 0 5 Ilk, Im Lollciii 10 4 C71 7-1 771 LICK�LIST ADDITION 10679 NORTH MICHIGAN ROAD ZIONSVILLE, IN 46077 * PROJECT LOCATION AREA MAP 7 1 6 116TH ST ONE CIVIC SQUARE 18030 FOUNDATION DR. SUITE A CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 ANGIE CONN 1 ALEXIA LOPEZ JASON LEMASTER t� 1IL CITY OF CARMEL ENGINEERING CLAY TOWNSHIP REGIONAL WASTE DISTRICT ONE CIVIC SQUARE 10701 NORTH COLLEGE AVENUE, SUITE A CARMEL, IN 46032 INDIANAPOLIS, IN 46280-1098 JOHN THOMAS 1 ALEX JORDAN RYAN HARTMAN TEL: 317/571-2441 TEL: 3171844-9200 CITY OF CARMEL BLDG SERVICES DUKE ENERGY ONE CIVIC SQUARE a V) 131ST ST JIM BLANCHARD � m CONSTITUTION DR. COMCAST p 9750 E. 150th STREET TWO CIVIC SQUARE SUITE 1600 CARMEL, INDIANA 46032 n CHRIS ELLISON TEL: 3171776-4495 771 M-1 VECTREN GAS CARMEL CITY UTILITIES tt ;rte r CARMEL, INDIANA 46032 TEL: 3171776-5573 t..s k LS TEL: 317/571-2648 AT&T Ttoo 5858 NORTH COLLEGE HAMILTON COUNTY SURVEYOR a r� ONE HAMILTON COUNTY SQUARE 106TH ST SUITE 188 N M NOBLESVILLE, INDIANA 46060 o TEL: 317/776-8495 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET 00 r1 0o NOBLESVILLE, INDIANA 46060 TEL: 317/773-7770 --- .cd tn M = N M U P M 00 M z ry r ! ° kri 0 d � Z LU CL j 116TH ST ry a 0111 {D before you dig. SHEET NO. a 0 106TH ST a a I-465 I4�s 96TH ST I-465 131ST ST * PROJECT LOCATION AREA MAP 7 1 6 * PROJECT LOCATION LOCATION MAP OPERATING AUTHORITIES CITY OF CARMEL PLANNING 116TH ST ONE CIVIC SQUARE 18030 FOUNDATION DR. SUITE A CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 ANGIE CONN 1 ALEXIA LOPEZ JASON LEMASTER TEL: 317/571-2417 1IL CITY OF CARMEL ENGINEERING CLAY TOWNSHIP REGIONAL WASTE DISTRICT ONE CIVIC SQUARE 10701 NORTH COLLEGE AVENUE, SUITE A CARMEL, IN 46032 INDIANAPOLIS, IN 46280-1098 JOHN THOMAS 1 ALEX JORDAN RYAN HARTMAN TEL: 317/571-2441 TEL: 3171844-9200 CITY OF CARMEL BLDG SERVICES DUKE ENERGY ONE CIVIC SQUARE a V) NOBLESVILLE, INDIANA 46060 JIM BLANCHARD � m CONSTITUTION DR. COMCAST p 9750 E. 150th STREET TWO CIVIC SQUARE SUITE 1600 CARMEL, INDIANA 46032 NOBLESVILLE, INDIANA 46060 CHRIS ELLISON TEL: 3171776-4495 771 M-1 VECTREN GAS CARMEL CITY UTILITIES tt ;rte NOBLESVILLE, INDIANA, 46060 CARMEL, INDIANA 46032 TEL: 3171776-5573 t..s k LS TEL: 317/571-2648 AT&T Ttoo 5858 NORTH COLLEGE HAMILTON COUNTY SURVEYOR a r� ONE HAMILTON COUNTY SQUARE 106TH ST SUITE 188 N M NOBLESVILLE, INDIANA 46060 o TEL: 317/776-8495 * PROJECT LOCATION LOCATION MAP OPERATING AUTHORITIES CITY OF CARMEL PLANNING HAMILTON COUNTY HEALTH DEPARTMENT ONE CIVIC SQUARE 18030 FOUNDATION DR. SUITE A CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 ANGIE CONN 1 ALEXIA LOPEZ JASON LEMASTER TEL: 317/571-2417 TEL: 3171776-8500 CITY OF CARMEL ENGINEERING CLAY TOWNSHIP REGIONAL WASTE DISTRICT ONE CIVIC SQUARE 10701 NORTH COLLEGE AVENUE, SUITE A CARMEL, IN 46032 INDIANAPOLIS, IN 46280-1098 JOHN THOMAS 1 ALEX JORDAN RYAN HARTMAN TEL: 317/571-2441 TEL: 3171844-9200 CITY OF CARMEL BLDG SERVICES DUKE ENERGY ONE CIVIC SQUARE 100 SOUTH MILL CREEK RD. CARMEL, IN 46032 NOBLESVILLE, INDIANA 46060 JIM BLANCHARD TEL: 3171776-5352 TEL: 317/571-2444 COMCAST CITY OF CARMEL FIRE DEPARTMENT 9750 E. 150th STREET TWO CIVIC SQUARE SUITE 1600 CARMEL, INDIANA 46032 NOBLESVILLE, INDIANA 46060 CHRIS ELLISON TEL: 3171776-4495 TEL: 317/571-2600 M-1 VECTREN GAS CARMEL CITY UTILITIES P.O. BOX 1700 30 W MAIN ST, SUITE 220 NOBLESVILLE, INDIANA, 46060 CARMEL, INDIANA 46032 TEL: 3171776-5573 JOHN DUFFY k LS TEL: 317/571-2648 AT&T 5858 NORTH COLLEGE HAMILTON COUNTY SURVEYOR INDIANAPOLIS, INDIANA 46220 ONE HAMILTON COUNTY SQUARE TEL: 3171252-5168 SUITE 188 N M NOBLESVILLE, INDIANA 46060 o TEL: 317/776-8495 HAMILTON COUNTY HIGHWAY DEPT 1700 SOUTH 10TH STREET 00 r1 0o NOBLESVILLE, INDIANA 46060 TEL: 317/773-7770 --- 5 1 4 3 2 SKEET INDEX SHEET NO SHEET DESCRIPTION COQ1 TITLE SHEET C100 SITE PREPARATION PLAN C200 SITTE PLAN C201 SITE PLAN DETAILS 3 CITY OF CARMEL STANDARD NOTES 1. NO EARTH DISTURBING ACTIVITY MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT 2. THESE PLANS COMPLY WITH ALL ADA REQUIREMENTS. DESIGN DATA EXISTING ZONING B2 ZONING OVERLAY US 421 CORRIDOR OVERLAY TOTAL ACREAGE 9.49 ACRES NET ACREAGE 9.54 ACRES BUILDING COVER RATIO 15.60% BUILDING SQUARE FOOTAGE 64,604± SQUARE FEET IMPERVIOUS COVER RATIO 73.13% 2 I O P4w 00 O a N q M--1 Q z � H Q^ Z 0 N O Z y cd w .�; r r-1 � v? M-1 U) Z 1 0 w k LS 0 N r� V a � N N M o r7- td - man Z 00 r1 0o x O s; --- .cd tn M = N M U P M 00 M M w v CD m� o z Z m pEj m Q q m o z x o w S 0 N H o Q o ,§\`\*\ SCOTtr,, 01�1 IsT..... C,> w P 9, -o :OsT of c p� �VQIAN„P ' G+S /ONAL 'a��``\. �a rrrt„►i�lin��i�ri STEVEN SCOTT RUCKER P.E. 1 O M--1 Q H Q^ Z 0 I--1 Z .�; r r-1 LL J J M-1 U) Z 1 0 w k LS N r� V a o man Z Sam 0 M = M U M w v CD m� o z Z m pEj m Q q m o z x o w S 0 N H o Q o ,§\`\*\ SCOTtr,, 01�1 IsT..... C,> w P 9, -o :OsT of c p� �VQIAN„P ' G+S /ONAL 'a��``\. �a rrrt„►i�lin��i�ri STEVEN SCOTT RUCKER P.E. 1 Within Indiana Call 811 or 800-382-5544 24 Hours a Day, 7 Days a Week. cool PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING Y V 7.0334 DAYS BEFORE COMMENCING WORK. I U 0 O M--1 Q H Q^ Z 0 I--1 Z r r-1 LL J J M-1 U) Z 1 0 N r� V Q o Z N 0 M = M U ry ! ° 0 0 d c) Z LU CL Know what's below. ry a 0111 {D before you dig. SHEET NO. Within Indiana Call 811 or 800-382-5544 24 Hours a Day, 7 Days a Week. cool PER INDIANA STATE LAW IC 8-1-26. IT IS AGAINST THE LAW TO EXCAVATE PROJECT NO. WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING Y V 7.0334 DAYS BEFORE COMMENCING WORK. I U 0 E i O N C,4 CL 0) UJ Q Z�c O�\4 U0 W—C Q `��a !A (D mi F.- c a c Uj " 0 t 04 n K) rz 0 64 E c z 0 I.= �c i 0 0 W 09 3 19 10 1 9 1 8 1 7 1 6 1 5 4 1 3 1 2 1 1 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 ra: mi (D ka F. - W O P4 00 z 0 0 $:L, 0 FNM rr cd 0 00 cd x.4 M 00 m 0 IJ X Z L �k 6-0" o oa cl) C) c> cj U) N U) Z < am o c z e) W z 6 C) ED NOTES: • CONTRACTOR SHALL PROPERLY RE -ALIGN STOP BARS AND OTHER PAVEMENT w ti MARKERS AS NECESSARY TO INSTALL CROSSWALK. • CROSSWALK STRIPES SHALL BE APPLIED IN ACCORDANCE WITH MUNICIPAL QC) STANDARDS. • STRIPES ARE THERMOPLASTIC WHITE WITHIN R.O.W.; OTHERWISE PAINTED WHITE. • CONTRACTOR SHALL APPLY LONG LIFE MARKING MATERIALS ONLY. PEDESTRIAN CROSSWALK (NO SCALE) LU of LU LU Z 0 of Z 0 LU co \%SCOTr 0 ........... v ----------------------------------------- A%, VAQ. 10US PAPKING APPANGEMENTS :P 9 . ...... . ....... BACX, U A C, K -V I 0 z OF - --------------------------- re - ---- - ----- ............... '110, 5"i �W­n' w -c I ac -Psi.. - - - -------- - - - ................... S S/ONACC PLAN CLICKLIST ZSIGN ----------------------- - ----- T N�- IVZ \,\N 0 "1111111IM" 6 CA.", >A "%I 11:p i, No, N", 4. , it 7 STEVEN SCOTT RUCKER P.E. 11300279 . PILAN Signs to be 18" x . ...... . A_ 0 DACK, ON FORT 24" to moot NETHOD NO, t TWO-WAY DOVE hC-TiPOD N 2 TWO-WAY 0RIV5 requirements to rm;:s s'w vosl 3sf maxi urn r. N CA'," AT �`OP OF .7 C' NO�'E N� 4- ....... ..... �Q�),INAk 23' A ALUU.i'�-W. BRACXET E�y TAP00; ()R F.")IOAL. . .......... "E" S:._�W, METWOD NO, 3 PARAULEL d: . . . . . ..... ... . .................. --------- - -------------------------------------- ............... N 0 1, �'IRIVE N F,�ONT OF STORE TO DIE A MiMMU,1A 0�_ ttt �AMFTFP ()A:1,VAN;*1�E_t11 S'FCE­:, PE 1,MFH CAP - -- - - -- - ----- - --- - ---------------- --- ... W� t-0' 0, lel..11�Ilu PIVw', 1, R�IACE :31� �1' "l, ki4l' e,; �,ff W KROC�,-�? �K*��O�IAw� AT CIP, CA: �:J,'�', - --------------------------------------- ---------- 2' SQUARE "RiH D A -A-- AN' L Q Q AC P A C SS E DAPKIN -P 0 W1111 A� J�)P, BY -------------------------- - - - - .............................. ............................. . top. Rn�111 N, OR t, -..u,-_... 1 10 P*r, 3:.i�l 1�*,. �,41�?16i_ ',Y VAIN SPACE` S;;AiJ_��AVl_ A,­r:TNAL k". -�R "' Af� AC -1: S:, EQ 8Eu-w TO < 70 Q ii,� 0, TO E a m �,,, - A�X S�,*ffl:�.� z < DAF 10 0 � YU,:.0"k 01 �'QUAz z r. l _ C U, N,. 3, 2 x 44 . ... . . . ............. ................. 41"C� '9; 1: 1 mi70 LLj _j _j Ek_1EVATi0N t_� --- --------------- CLEWST DIPEC 710NAL SIGN 63A �.c U) z . 0 ......... .. . ............... 6 6, N Yn LU < 0 ii CAPS - ONLY L14IVERSAL - CAPS3 OR VAN$ t fNOTE& NOTES� .......... 10 Sii�F P: -AN. F)R z Z 'ER T01 33:-, RET ---------------- N 2� �NT �01,N cl�� USiNO N"�,.W Hf,,,O�S W 0O. E. :E 2. S�ONF� SRAOI,.E�S ANf.'� . .... ....... 3:HAR.h�,,�,PF. 0AN,­,,,' '9 -A. ACCESSIRLE PAW!,%- SPACES, OESI" . ............ c) 0 -- - -- ------- SPAll."E"', AIICCIF.�_LS -) SIAU _BY O`OK7R ACTOR, ELEWSECIrION CUICKLIST SIGN 62AO In F-' I FOV O_ A� . ... ... A:'�: SHALL L�,A�L ,<:J 'Q�NG 27 ZEE '_<fll_ �N BO, flOk", OF AUG,\' , 'QT AT 75 SPA ry — 0 0 0 0 LL z 'W -O" UJ 0) z W ------------------- CLICKLIST A tf� N] ONE DA: TF 2 CLICr\LIST DIRECTIONAL S �C'A: NONE 1 VAtZ - ONLY ic,, Iii /I,', PARKIINIG LOT NON— SCAIJ L CL LU CD ry 0 I MATION/_\L SIGN -CA 1 i Knowwhat's below. cn AW SIGN 63A 3r Z A V%j IG DETA STRIPI IN IL 62A --------------------------------------- Call before you dig. SHEET NO. ............. ........... ::Tmj CSD -62A A', L 1� i� MAQ-,TER 5-P_Fr,_,1F:1CAFI0N D�,`_:] .............. -------------------------- — ------ -- ---- ---- - ----- - --- - A CSD -63A iSSIJ�C �%Ai,�:� 12�1`11 1 5 MAFB� 5P.PCIF1 ATIO," DE-TAL --------------------------------------------------------------------------------------------- - - -- - - - -------- -- ------------- - --- ---- - ------------- ...................................................................... MASTER SPECIFICA"PON DIETML CSD_1 34 �­!�'INAI SSUE -DAf'_ OP"',-, Within Indiana Call 811 or 800-J82-5544 24 Hours a Day, 7 Days a Week. C201 PER INDIANA STATE LAW IC 8-1-26. PROJECT NO, IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. W1 7.0334 10 1 9 1 8 1 7 1 6 1 5 1 4 1 3 1 2 1 1 ra: mi (D ka F. - W STRUCTURAL NOTES COPIES OF PUBLICATIONS REFERENCED IN THESE GENERAL STRUCTURAL NOTES ARE AVAILABLE FOR REVIEW AT SCHAEFER. CONTRACTORS UNFAMILIAR WITH THESE PUBLICATIONS MUST REVIEW THEM PRIOR TO CONSTRUCTION. GOVERNING CODE INDIANA BUILDING CODE - 2014 (REFERENCES 2012 IBC & ASCE-7 2010). DESIGN LOADS 1. EXISTING ROOF LOAD: A. MINIMUM COMBINATION OF WIND LOAD, LIVE LOAD, RAIN LOAD, OR SNOW LOAD (PO 20 PSF* ** B. STONE BALLAST 10 PSF*** C. ROOF MEMBRANE & INSULATION 2 PSF D. METAL DECK 2 PSF E. FRAMING LOAD 3 PSF F. CEILING 2 PSF G. SPRINKLERS 2 PSF H. DUCTS, LIGHTS, MISCELLANEOUS MECHANICAL 4 PSF TOTAL LOAD 45 PSF MIN. (*GROUND SNOW Pg = 20 PSF MODIFIED BY APPLICABLE DRIFT COEFFICIENTS. SNOW LOAD IMPORTANCE FACTOR I = 1.0. SNOW EXPOSURE FACTOR Ce = 1.0. SNOW LOAD THERMAL FACTOR C, = 1.0 FOR ENCLOSED MAIN BUILDING, C, = 1.1 FOR CANOPIES AND POP-UP ENTRY AREAS. FLAT ROOF SNOW LOAD Pf = 14 PSF. SECONDARY ROOF DRAINAGE VIA SCUPPERS OR OVERFLOW DRAINS SHALL BE PROVIDED IN ACCORDANCE WITH ASCE 7. SECONDARY ROOF DRAINAGE SHALL BE DESIGNED BY OTHERS TO LIMIT THE DEPTH OF WATER TO 4" MAXIMUM ABOVE THE ROOF MEMBRANE AT THE PRIMARY ROOF DRAIN.) (** ROOF LIVE LOAD REDUCTION USED WHERE APPLICABLE) 2. WIND LOAD (PER ASCE 7): B. BASIC WIND SPEED = 115 MPH C. RISK CATEGORY = 11 D. WIND EXPOSURE = B (ALL WIND DIRECTIONS) E. INTERNAL PRESSURE COEFFICIENT, GCpi = +0.18, -0.18 F. DESIGN PRESSURES FOR EXTERIOR COMPONENT AND CLADDING ITEMS NOT DESIGNED BY THE ENGINEER OF RECORD: SPECIALTY ENGINEER SHALL DETERMINE WIND LOADS UNDER GOVERNING BUILDING CODE_ AND BASED ON WIND LOAD PARAMETERS DEFINED ABOVE. 3. SPECIAL LOADS: A. INTERIOR WALLS AND PARTITIONS THAT EXCEED 6 FEET IN HEIGHT: 5 PSF HORIZONTAL LOAD. CONSTRUCTION AND SAFETY 1. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. SHOULD ANY DISCREPANCY BE FOUND, CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY OF THE CONDITION. 2. CONTRACTOR SHALL BRACE ENTIRE STRUCTURE AS REQUIRED DURING DEMOLITION TO MAINTAIN STABILITY UNTIL THE STRUCTURE IS COMPLETE AND FUNCTIONING AS THE DESIGNED UNIT, 3. ENGINEER SHALL NOT BE RESPONSIBLE FOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OF CONSTRUCTION SELECTED BY CONTRACTOR. 4. THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND IS NOT LIMITED TO NORMAL WORKING HOURS. WHEN ON SITE, THE ENGINEER IS RESPONSIBLE FOR HIS/HER OWN SAFETY BUT HAS NO RESPONSIBILITY FOR THE SAFETY OF OTHER PERSONNEL OR SAFETY CONDITIONS AT THE SITE. 5. PRIOR TO COMMENCEMENT OF STEEL ERECTION, CONTRACTOR MUST PROVIDE THE STEEL ERECTOR WRITTEN NOTIFICATION THAT THE CONCRETE IN THE FOUNDATIONS: PIERS AND WALLS OR THE MORTAR IN THE MASONRY PIERS AND WALLS HAS ATTAINED EITHER 75 PERCENT OF THE INTENDED MINIMUM COMPRESSIVE DESIGN STRENGTH OR SUFFICIENT STRENGTH TO SUPPORT THE LOADS IMPOSED DURING STEEL ERECTION 6. ANCHOR RODS/BOLTS AND FOUNDATION DOWELS SHALL NOT BE REPAIRED, REPLACED OR FIELD -MODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. LATERAL LOAD RESISTING SYSTEM 1. MAIN BUILDING UNALTERED FOUNDATIONS 1. PER CLIENT'S REQUEST, THE FOUNDATION DESIGN AND GENERAL FOUNDATION NOTES ARE BASED ON THE ASSUMPTION OF FAVORABLE SOIL CONDITIONS. THE CONTRACTOR SHALL RETAIN A GEOTECHNICAL ENGINEER TO VERIFY DESIGN ASSUMPTIONS PRIOR TO FOUNDATION INSTALLATION. THE COST FOR THE GEOTECHNICAL ENGINEER SHALL BE LISTED AS A SEPARATE ITEM ON THE CONTRACTOR'S BID. THE CONTRACTOR SHALL SUBMIT COPIES OF THE GEOTECHNICAL ENGINEER'S REPORT TO SCHAEFER. ALL FOOTINGS SHALL BEAR ON LEVEL (WITHIN 1 IN 12) UNDISTURBED SOIL OR APPROVED ENGINEERED FILL. FOUNDATIONS HAVE BEEN DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF BELOW STRIP FOOTINGS AND 2000 PSF BELOW ISOLATED COLUMN FOOTINGS. 2. FILL AND BACK FILL: A. ALL FILL MATERIALS SHALL BE APPROVED BY A GEOTECHNICAL CONSULTANT, FILL SHALL BE BROUGHT TO A MOISTURE CONTENT WITHIN TWO PERCENTAGE POINTS OF THE OPTIMUM MOISTURE VALUE AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY DENSITY. B. FILL AT UTILITY TRENCHES BELOW FOOTINGS, EXCAVATED PRIOR TO FOOTING CONSTRUCTION: 1. BACKFILL TRENCHES UNDER FOOTINGS AND WITHIN 18 INCHES OF BOTTOM OF FOOTINGS WITH LEAN CONCRETE TO THE BOTTOM OF FOOTING ELEVATION. 2. BACKFILL TRENCHES EXCAVATED UNDER FOOTINGS AND MORE THAN 18 INCHES BELOW BOTTOM OF FOOTINGS WITH FILL MATERIAL APPROVED BY GEOTECHNICAL ENGINEER. C. FILL AT UTILITY TRENCHES BELOW FOOTINGS, EXCAVATED AFTER FOOTING CONSTRUCTION. 1. BACKFILL TRENCHES EXCAVATED UNDER EXISTING FOOTINGS WITH LEAN CONCRETE TO THE BOTTOM OF FOOTING ELEVATION, 3. CONTRACTOR SHALL CONTACT UTILITY COMPANIES FOR LOCATING UNDERGROUND SERVICES AND IS RESPONSIBLE FOR THEIR PROTECTION AND SUPPORT. 4. ALL AREAS WITHIN THE FOOTPRINT OF THE BUILDING, INCLUDING UTILITY TRENCHES, MUST BE FREE OF ANY WET AND/OR SOFT AREAS PRIOR TO PLACEMENT OF FILL MATERIAL OR SLAB, 5. SEAL UTILITY TRENCH AT THE EXTERIOR FOUNDATION WALL BY USING A COMPACTED CLAYEY BACKFILL OR LEAN CONCRETE TO CREATE A DAM TO PREVENT ENTRY OF WATER. 6. FINISHED GRADE SHALL SLOPE AWAY FROM THE PERIMETER FOUNDATION. 7. UTILITY TRENCHES PARALLEL TO FOOTINGS AND WITH PIPES BELOW THE BOTTOM OF FOOTING ELEVATION MUST BE LOCATED SO THAT THE SLOPE BETWEEN THE PIPE INVERT ELEVATION AND THE BOTTOM CORNER OF THE FOOTING IS A MINIMUM OF 2 HORIZONTAL TO 1 VERTICAL. S. FOOTINGS MAY BE PLACED WITHOUT SIDE FORMS IF EXCAVATED WALLS STAND APPROXIMATELY VERTICAL. CONCRETE 1. CONCRETE WORK AND TESTING, AS PERFORMED BY "QUALIFIED FIELD TESTING TECHNICIANS" AND "QUALIFIED LABORATORY TECHNICIANS"SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW, REPORTS FROM TESTS REQUIRED BY SECTION 1.6 OF ACI 301 SHALL BE SUBMITTED TO STRUCTURAL ENGINEER, ARCHITECT, OWNER, CONTRACTOR, CONCRETE SUPPLIER, AND BUILDING OFFICIAL. 2. CONCRETE WORK IN COLD WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 306.1 "STANDARD SPECIFICATION FOR COLD WEATHER CONCRETING" AND ACI 306R "GUIDE TO COLD WEATHER CONCRETING", 3. CONCRETE WORK IN HOT WEATHER SHALL CONFORM TO ALL REQUIREMENTS OF ACI 305.1-06 "SPECIFICATION FOR HOT WEATHER CONCRETING" AND ACI 305R "GUIDE TO HOT WEATHER CONCRETING". THE AIR TEMPERATURE, RELATIVE HUMIDITY, CONCRETE TEMPERATURE, AND WIND SPEED SHALL BE ENTERED INTO NOMOGRAPH FIGURE 4.2 IN ACI 3058 TO DETERMINE IF PRECAUTIONS AGAINST PLASTIC SHRINKAGE ARE REQUIRED. 4. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR EACH TYPE OF CONCRETE TO THE STRUCTURAL ENGINEER FOR APPROVAL IN ACCORDANCE WITH ACI 301 SECTION 4.2.3.4 FIELD TEST DATA OR TRIAL MIXTURES. SUBMITTAL DATA MUST INCLUDE FIELD TEST DATA FROM AT LEAST 10 TESTS OR A THREE POINT CURVE GENERATED USING TRIAL MIXTURES. 5. SUBMIT SHOP DRAWINGS FOR REINFORCING STEEL. 6. MATERIALS: (fc BASED ON 28 DAY UNLESS NOTED) A. CONCRETE FOR EXTERIOR EXPOSURE: fc = 4500 PSI, (4.5% TO 7.5% ENTRAINED AIR), MAXIMUM WATER/CEMENTITIOUS RATIO = 0.50. 5 N N I,- - CD N f B. CONCRETE FOR FOOTINGS: fc = 3000 PSI, MAX WATER/CEMENTITIOUS RATIO = 0.55. C. CONCRETE FOR INTERIOR FLOOR SLABS -ON -GROUND: fc = 3000 PSI AT 28 DAYS, 1800 PSI AT 3 DAYS, NORMAL WEIGHT AGGREGATE, MINIMUM CEMENTITIOUS-MATERIALS CONTENT PER ACI 301 TABLE 4.2.2.1, PLASTICIZING OR WATER REDUCING ADMIXTURE REQUIRED, MAXIMUM WATER/CEMENTITIOUS RATIO = 0.50. PROVIDE CELLULOSE FIBER REINFORCING PER KROGER MASTER SPECIFICATION. MINIMUM CEMENTITIOUS- MATERIALS CONTENT REQUIREMENT PER TABLE 4.2.2.1 MAY BE WAIVED IF A HISTORY OF FINISHING QUALITY, APPEARANCE, DURABILITY, AND SURFACE HARDNESS IS SUBMITTED OR IF A TEST SLAB OF AT LEAST 8 FEET X 8 FEET IS PLACED AT THE JOB SITE USING JOB MATERIALS, EQUIPMENT, AND PERSONNEL AND EVALUATION RESULTS SUBMITTED. NO FLYASH ALLOWED. D. REINFORCING STEEL: 1. DEFORMED BARS: ASTM A615, ASTM A706, OR ASTM A996,60 KSI YIELD, E. FLY ASH: ASTM C618, TYPE F OR C. WHEN USED, FLY ASH -TO -TOTAL CEMENTITIOUS RATIO SHALL BE 15% MINIMUM, 25% MAXIMUM. F. GROUND GRANULATED BLAST FURNACE SLAG: ASTM C989. TOTAL GROUND GRANULATED BLAST FURNACE SLAG -TO- TOTAL CEMENTITIOUS RATIO SHALL NOT EXCEED 30% MAXIMUM. G. FLY ASH, NATURAL POZZOLANS, SILICA FUME, OR GROUND GRANULATED BLAST FURNACE SLAG: WHEN EXPOSED TO DEICING CHEMICALS, LIMIT THE MAXIMUM WEIGHT TO THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS GIVEN IN TABLE 4.2.2.7.b.2 OF ACI 301. H. PLASTICIZING ADMIXTURE: ASTM C1017. I. WATER REDUCING ADMIXTURE: ASTM C494. J. CHLORIDE CONTENT OF CONCRETE: LIMIT TOTAL CHLORIDE ION CONTENT TO AMOUNT INDICATED IN TABLE 4.2.2.7.4 OF ACI 301 (EXPOSURE CLASS CO UNLESS NOTED OTHERWISE). ADMIXTURES CONTAINING CHLORIDE ARE NOT PERMITTED IN REINFORCED CONCRETE OR CONCRETE CONTAINING METALS, 7. IF CONCRETE ARRIVES AT THE POINT OF DELIVERY WITH A SLUMP BELOW THAT WHICH WILL RESULT IN THE SPECIFIED SLUMP AT THE POINT OF PLACEMENT AND IS UNSUITABLE FOR PLACING AT THAT SLUMP, THE SLUMP MAY BE ADJUSTED ONCE ONLY TO THE REQUIRED VALUE BY ADDING WATER UP TO THE AMOUNT ALLOWED IN THE ACCEPTED MIXTURE PROPORTIONS. ADDITION OF WATER SHALL BE IN ACCORDANCE WITH ASTM C94. DO NOT EXCEED THE SPECIFIED WATER-CEMENTITIOUS MATERIAL RATIO OR SLUMP IN THE APPROVED MIX DESIGN. DO NOT ADD WATER TO CONCRETE DELIVERED IN EQUIPMENT NOT ACCEPTABLE FOR MIXING. AFTER PLASTICIZING OR WATER REDUCING ADMIXTURES ARE ADDED TO THE CONCRETE AT THE SITE TO ACHIEVE FLOWABLE CONCRETE, DO NOT ADD WATER TO THE CONCRETE. MEASURE SLUMP (AND AIR CONTENT OF AIR ENTRAINED CONCRETE), AFTER SLUMP ADJUSTMENT, TO VERIFY COMPLIANCE WITH SPECIFIED REQUIREMENTS. 8. SLUMP SHALL BE MEASURED PRIOR TO THE ADDITION OF ADMIXTURES AND AFTER THE ADDITION OF ADMIXTURES. 9. REINFORCING BARS SHALL HAVE CLEAR COVER AS INDICATED ON THE DRAWINGS. WHERE NOT INDICATED, PROVIDE MINIMUM CLEAR COVER PER ACI -318. 10. LAP SPLICE REINFORCING BARS AS FOLLOWS UNLESS NOTED OTHERWISE: A. HORIZONTAL BARS #6 AND SMALLER WITH MORE THAN 12" OF CONCRETE BELOW - 64 BAR DIAMETERS B. HORIZONTAL BARS #6 AND SMALLER WITH LESS THAN 12" OF CONCRETE BELOW, AND ALL OTHER BARS - 50 BAR DIAMETERS C. HORIZONTAL BARS #7 AND LARGER WITH MORE THAN 12" OF CONCRETE BELOW - 80 BAR DIAMETERS D. HORIZONTAL BARS #7 AND LARGER WITH LESS THAN 12" OF CONCRETE BELOW, AND ALL OTHER BARS - 62 BAR DIAMETERS 11. REINFORCING BARS SHALL BE FREE OF DIRT AND FORM RELEASE AGENTS. 12. AT CORNERS AND INTERSECTIONS OF FOOTINGS; WALLS AND GRADE BEAMS, PROVIDE BENT BARS OF EQUAL SIZE AND AT SAME SPACING AS TYPICAL REINFORCING AROUND CORNER AND/OR INTO ABUTTING FOOTING, WALL OR GRADE BEAM. 13, PROVIDE 3/4" CHAMFER AT CORNERS OF EXPOSED CONCRETE. 14. CONDUITS AND PIPES OF ALUMINUM SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE UNLESS EFFECTIVELY COATED TO PREVENT ALUMINUM -CONCRETE REACTION OR ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL. MECHANICAL FASTENERS 1. EXPANSION ANCHORS SHALL BE MANUFACTURED BY HILTI AND SHALL BE THE SIZE AND EMBEDMENT INDICATED ON DRAWINGS. EXPANSION ANCHORS SHALL BE KWIK BOLT 3 WHEN EMBEDDED INTO CONCRETE OR SOLID GROUTED MASONRY UNLESS OTHERWISE NOTED. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED; SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. 2. POWDER DRIVEN FASTENER SHALL BE MANUFACTURED BY HILTI AND INSTALLED AT THE SPACING SHOWN ON THE DRAWINGS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED: SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. PROVIDE FASTENERS FOR STEEL AND CONCRETE SUBSTRATES AS FOLLOWS: A. FOR FASTENING LIGHT GAGE METAL FRAMING TO STEEL: TYPE X -U NAIL, 0.157" DIAMETER, QUALIFIED PER ICC -ES ESR -2269. FASTENER LENGTH SHALL BE AS REQUIRED FOR MINIMUM SHANK PENETRATION THROUGH STEEL. B. FOR FASTENING LIGHT GAGE METAL FRAMING TO CONCRETE OR MASONRY: TYPE X -U NAIL, 0.157" DIAMETER, 1 Y4" MINIMUM EMBEDMENT, QUALIFIED PER ICC -ES ESR -2269. C. ADHESIVE ANCHORS 1. ANCHORAGE TO CONCRETE: HILTI "HIT RE 500 -SD" EPDXY. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED; SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. A. HOLES MAY BE DIAMOND CORED OR DRILLED WITH CONVENTIONAL HAMMER DRILL. HOLES SHALL BE BRUSHED AND BLOWN FREE OF ALL DELETERIOUS MATERIAL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS BEFORE INSTALLATION OF ADHESIVE. B. STEEL THREADED ROD ANCHORS SHALL BE HILTI "HAS -E" STANDARD RODS. SIZE AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. 2. ANCHORAGE TO SOLID GROUTED CONCRETE MASONRY UNITS: HILTI `HIT HY 70". SUBSTITUTES MAY BE CONSIDERED; SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. A. DRILL HOLES WITH A CARBIDE TIPPED DRILL BIT AND CONVENTIONAL HAMMER DRILL. CORE DRILLING IS NOT ACCEPTABLE, HOLES TO BE BRUSHED AND BLOWN FREE OF ALL DELETERIOUS MATERIAL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS BEFORE INSTALLATION OF ADHESIVE. B. STEEL THREADED ROD ANCHORS SHALL BE HILTI "HAS -E" RODS. SIZE AND EMBEDMENT SHALL BE AS INDICATED ON DRAWINGS. C. FOR TEMPERATURES BETWEEN 40' F AND -10' F. USE HILTI HIT -ICE ADHESIVE ANCHORS. 3. CONTRACTOR SHALL VERIFY THAT THE SHELF LIFE OF THE ADHESIVE HAS NOT BEEN EXCEEDED ON THE DATE OF INSTALLATION. MASONRY 1. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES° (ACI 530.11ASCE 6/TMS 602), EXCEPT AS MODIFIED BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 2. COMPRESSIVE STRENGTH SHALL BE DETERMINED FOR EACH TYPE OF MASONRY BY THE UNIT STRENGTH METHOD. A. CONCRETE MASONRY: f,„ =1500 PSI AT 28 DAYS. 3. SUBMITTALS SHALL BE MADE FOR THE FOLLOWING: A. COLD WEATHER CONSTRUCTION PROCEDURE. B. HOT WEATHER CONSTRUCTION PROCEDURE. C. MANUFACTURERS LITERATURE FOR: 1. HORIZONTAL JOINT REINFORCING. 2. REINFORCING STEEL POSITIONERS. 3. MOVEMENT JOINT MATERIALS. 4. TIES & ANCHORS. D. SHOP DRAWINGS SHOWING: 1. DETAILS OF STEEL REINFORCING. 2. LINTELS. E. MANUFACTURERS CERTIFICATE OF COMPLIANCE FOR SPECIFIED: 1. MASONRY UNIT. Z REINFORCING STEEL. F. PROPORTIONS OF MATERIAL IN ACCORDANCE WITH REFERENCED SPECIFICATIONS OF: 1. MORTAR. 2. GROUT. 4. MATERIALS: A. CONCRETE MASONRY UNITS: ASTM C90 TYPE I. 1. BELOW GRADE: NORMAL WEIGHT AGGREGATE PER ASTM C33. 2. ABOVE GRADE: LIGHTWEIGHT AGGREGATE PER ASTM C331 OR NORMAL WEIGHT. B. FACING BRICK: ASTM C216 GRADE SW. COLOR AND SIZE AS NOTED ON THE ARCHITECTURAL DRAWINGS. C. MORTAR: ASTM C270 1. MORTAR TYPES A. ALL MASONRY UNLESS NOTED OTHERWISE: TYPE S 2. PORTLAND CEMENT -LIME MORTAR: A. PORTLAND CEMENT: TYPE I. B. HYDRATED LIME: TYPE S. 3. MASONRY CEMENT MORTAR IS PERMITTED, D. GROUT: ASTM C476. SLUMP 8" TO 11". MINIMUM COMPRESSIVE STRENGTH = 2000 PSI AT 28 DAYS. 3/8" MAX AGGREGATE SIZE. E. REINFORCING STEEL: ASTM A615, ASTM A706, OR ASTM A996, 60 KSI YIELD, F. HORIZONTAL JOINT REINFORCING FOR SINGLE WYTHE CONCRETE MASONRY: ASTM A951 9 GAGE LADDER TYPE. HOT DIPPED GALVANIZED PER ASTM A153 CLASS B. PLACE HORIZONTAL JOINT REINFORCING AT 16" CENTERS VERTICALLY FOR CONCRETE MASONRY. LAP HORIZONTAL JOINT REINFORCING 6" MINIMUM. HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS ACROSS MOVEMENT JOINTS. G. HORIZONTAL JOINT REINFORCING FOR CONCRETE MASONRY VENEER: ASTM A951 9 GAGE WIRE HOT DIPPED GALVANIZED PER ASTM A153 CLASS B. PLACE HORIZONTAL JOINT REINFORCING AT 16" CENTERS VERTICALLY FOR VENEER. ALTERNATE BED JOINTS FOR HORIZONTAL JOINT REINFORCING AND VENEER ANCHORS. LAP HORIZONTAL JOINT REINFORCING 6" MINIMUM. HORIZONTAL JOINT REINFORCING SHALL BE DISCONTINUOUS ACROSS MOVEMENT JOINTS. 5. QUALITY ASSURANCE A. SITE STRUCTURAL OBSERVATION (NOT CONSIDERED PART OF SPECIAL INSPECTIONS) OF MASONRY WORK IS REQUIRED PER ACI 530.1-08/ASCE 6-08/TMS 602-11. SITE OBSERVATIONS WILL BE MADE BY THE STRUCTURAL ENGINEER, ARCHITECT, OR AN ALTERNATE APPROVED BY THE STRUCTURAL ENGINEER. COST OF THIS SERVICE WILL BE PAID FOR BY OWNER. REQUEST FOR OBSERVATION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE SITE OBSERVER SHALL VERIFY COMPLIANCE WITH THE DESIGN DRAWINGS AND SPECIFICATIONS AND KEEP A RECORD WHICH WILL COVER: 1. QUALITY OF MASONRY UNITS AND MATERIALS FOR MORTAR AND GROUT. 2. PROPORTIONING, MIXING AND CONSISTENCY OF MORTAR AND GROUT, 3. LAYING, MORTARING AND GROUTING OF MASONRY UNITS AND MASONRY STRUCTURALELEMENTS. 4, CONDITIONS, GRADE, SIZE, SPACING AND PLACING OF REINFORCING, 5. TYPE, SPACING, AND PLACING OF TIES AND ACCESSORIES, 6. ANY SIGNIFICANT OR UNUSUAL CONSTRUCTION LOADS ON COMPLETED MASONRY STRUCTURAL ELEMENTS. 7. TEMPERATURE, MOISTURE CONDITIONS, AND PROVISIONS THAT WERE MADE FOR HOT OR COLD WEATHER CONSTRUCTION. 8. GENERAL PROGRESS OF WORK. B. OBSERVATION RECORDS, IF DONE OTHER THAN BY STRUCTURAL ENGINEER, SHALL BE IMMEDIATELY FORWARDED TO STRUCTURAL ENGINEER AFTER EACH SITE VISIT, 6. MORTAR PROPORTIONS MUST BE ACCURATELY MEASURED PRIOR TO MIXING. ADD CEMENT TO MIX IN FULL BAG QUANTITIES. MEASURE SAND IN BOX WITH VOLUME OF ONE CUBIC FOOT AS OFTEN AS NECESSARY TO MAINTAIN CONSISTENT PROPORTIONS AND AT LEAST ONCE DAILY AND EVERY 4 HOURS OF MIXING. 7. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND SPECIFICATIONS OF FIRE RATED MASONRY. 8. PROVIDE PREFABRICATED °L" AND "T" SHAPED HORIZONTAL JOINT REINFORCING AT WALL INTERSECTIONS. 9. KEEP AIR SPACE BEHIND VENEER FREE OF MORTAR DROPPINGS. 10. RUNNING BOND PATTERN SHALL BE USED FOR ALL MASONRY WORK UNLESS OTHERWISE NOTED. 11. PROVIDE MOVEMENT (CONTROL AND EXPANSION) JOINTS IN WALLS WHERE INDICATED ON ARCHITECTURAL DRAWINGS, BOND BEAMS SHALL BE DISCONTINUOUS ACROSS MOVEMENT JOINTS UNLESS NOTED OTHERWISE: A. MOVEMENT JOINTS IN CONCRETE BLOCK: SASH BLOCK UNIT WITH PREFORMED SHEAR KEY. CAULK BOTH FACES. ALTERNATE DETAILS FOR CONTROL JOINTS MAY BE ACCEPTABLE -- SUBMIT DETAILS FOR APPROVAL. B. MOVEMENT JOINTS IN BRICK: 3/8" WIDE CLEAN JOINT FILLED WITH EXPANSION JOINT MATERIAL PER ASTM D1056, CLASS RE 41. CAULK EXTERIOR FACE. C. PROVIDE BUILDING PAPER BOND BREAK BELOW LINTEL BEARING ADJACENT TO CONTROL JOINTS. 12. ALL REINFORCING STEEL SHALL BE SUPPORTED AND FASTENED TO APPROVED POSITIONERS LOCATED AT 192 BAR DIAMETERS MAXIMUM SPACING AND WITH A MINIMUM OF TWO POSITIONERS PER GROUT POUR (ONE NEAR THE BOTTOM AND ONE NEAR THE TOP) TO PREVENT DISPLACEMENT DURING THE PLACEMENT OF GROUT. "WET -STICKING" OF REINFORCING IS NOT PERMITTED, 13. GROUT ALL CELLS BELOW GRADE SOLID. 14. PROVIDE REINFORCING BAR SPLICES AS SPECIFIED IN THE FOLLOWING TABLE. BAR SPLICE COUPLERS MAY BE CONSIDERED AS A SUBSTITUTE: SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. BAR SIZE LAP SPLICE #4 36" #5 45" #S 54" #7 63" STRUCTURAL STEEL 1. ALL DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO AISC SPECIFICATIONS FOR "DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES", LATEST EDITION. 2. STRUCTURAL STEEL FABRICATOR SHALL PARTICIPATE IN THE AISC QUALITY CERTIFICATION PROGRAM, AND SHALL BE DESIGNATED AN AISC-CERTIFIED PLANT. OR THE OWNER SHALL ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES ACCORDING TO IBC, CHAPTER 17. SPECIAL INSPECTION OF FABRICATORS FACILITY WILL NOT BE REQUIRED IF FABRICATOR PARTICIPATES IN THE AISC QUALITY CERTIFICATION PROGRAM AND IS DESIGNATED AN AISC-CERTIFIED PLANT, CATEGORY STD. 3. FABRICATOR SHALL DESIGN CONNECTIONS AND, WHEN REQUESTED, SUBMIT CALCULATIONS TO AID THE ENGINEER IN REVIEW. UNLESS SPECIFIC END MOMENTS AND REACTIONS ARE INDICATED ON DRAWINGS, DESIGN AND FABRICATE CONNECTIONS TO RESIST SHEAR BASED ON THE MAXIMUM UNIFORM LOAD CAPACITY OF THE MEMBER FOR THE SPAN INCREASED BY 15%, BUT NO MORE THAN THE SHEAR CAPACITY OF THE MEMBER. FABRICATOR SHALL TAKE INTO ACCOUNT ANY AXIAL LOADS NOTED ON THE PLANS. 4. IF SHOP WELDS OR COLUMN REACTIONS FOR COLUMN -TO -BASE PLATE CONNECTIONS ARE NOT INDICATED ON THE DRAWINGS, THE CONNECTION SHALL BE DESIGNED BY THE FABRICATOR FOR ERECTION FORCES REQUIRED BY OSHA. 5. FIELD CONNECTIONS SHALL BE BOLTED EXCEPT WHERE WELDED CONNECTIONS ARE INDICATED ON THE STRUCTURAL DRAWINGS. 6. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY (AWS D1.1). 7. MATERIALS: A. W -SHAPES UNLESS NOTED: ASTM A992, Fy = 50 KSI. B. PLATES AND ROLLED SHAPES OTHER THAN W -SHAPES, UNLESS NOTED: ASTM A36, C. TUBULAR SHAPES (HSS SQUARE AND RECTANGULAR): ASTM A500, GRADE B. D. BOLTS: ASTM A325 -N. 3/4" DIAMETER UNLESS NOTED. E. ANCHOR RODS: ASTM A36 OR ASTM F1554; MIN Fy = 36 KSI. F. FIELD WELDS: AWS E70XX, LOW HYDROGEN ELECTRODES. G. NON -SHRINK NON-METALLIC GROUT: CRD -C-621 AND ASTM C1107 FOR INTERIOR AND EXTERIOR APPLICATIONS, FLUID TYPE. 1. FOR GROUT IN EXTERIOR APPLICATIONS, SUCH AS GUARDRAIL ANCHORAGE, LIMIT GYPSUM CONTENT TO 1.5% MAXIMUM. 8. PAINT AND PROTECTION: A. STRUCTURAL STEEL UNLESS NOTED: PREPARE STEEL SURFACES PER SSPC-SP3 "POWER TOOL CLEANING" AND PAINT WITH FABRICATOR'S STANDARD PRIME COAT, SUCH AS TNEMEC 10-1009. TOUCH UP AFTER ERECTION. B. PROVIDE MINIMUM 3" CONCRETE COVER FOR ALL STEEL BELOW GRADE. C. LINTELS SUPPORTING EXTERIOR MASONRY VWtYTHES AND MEMBERS EXPOSED TO WEATHER IN FINISHED STRUCTURES: BLAST STEEL CLEAN PER SSPC-SP6 "COMMERCIAL BLAST CLEANING", PAINT WITH ZINC RICH PRIMER PORTER PORTERZINC 3000 OR TNEMEC 90-97 TNEMEC-ZINC DRY FILM THICKNESS 2.5 TO 3.5 MILS, AND FINISH PAINT 2 COATS ALIPHATIC POLYURETHANE PORTER PORTERTHANE 9000 SERIES. SUBSTITUTE MAY BE CONSIDERED; SUBMIT MANUFACTURER'S DATA PRIOR TO PAINTING. 9, CONTRACTOR SHALL SUBMIT ERECTION AND SHOP DRAWINGS FOR REVIEW BY ENGINEER. FABRICATION SHALL NOT BEGIN PRIOR TO SHOP DRAWING APPROVAL BY ENGINEER. 10. CONTRACTOR SHALL SUBMIT MISCELLANEOUS STEEL SHOP DRAWINGS FOR REVIEW BY ENGINEER. FABRICATION SHALL NOT BEGIN PRIOR TO SHOP DRAWING APPROVAL BY ENGINEER. MISCELLANEOUS STEEL SHOP DRAWINGS SHALL INCLUDE STAIRS GUARDRAILS, AND LADDERS. MISCELLANEOUS STEEL SHOP DRAWINGS SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER WHO IS REGISTERED IN THE STATE THE PROJECT OCCURS, AND WHO IS PROVIDING SERVICES AS A SPECIALTY ENGINEER. COLD -FORMED STEEL FRAMING 1. WORK SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS: A. AMERICAN IRON AND STEEL INSTITUTE (A.I.S.I.) "STANDARD FOR COLD -FORMED STEEL FRAMING - GENERAL PROVISIONS", LATEST EDITION. B. AMERICAN WELDING SOCIETY (A.W.S.).D.1.3, "STRUCTURAL WELDING CODE -SHEET STEEL." Z MATERIALS: A. STRUCTURAL FRAMING MEMBERS 54 MILS (16 GAGE) & HEAVIER: ASTM A1003 & C955, Fy MINIMUM = 50 KSI, G60 GALVANIZED COATING. B. STRUCTURAL FRAMING MEMBERS 43 MILS (18 GAGE) & LIGHTER: ASTM A1003 & C955, Fy MINIMUM = 33 KSI, G60 GALVANIZED COATING. C. ALL TRACK & BRIDGING: Fy = 33 KSI MINIMUM, ASTM A1003 & C955, G60 GALVANIZED COATING, D. SELF DRILLING SCREWS (SDS): 1. HEX OR PHILLIPS WASHER HEAD SELF -DRILLING TAPPING SCREWS (ASTM C1513) MANUFACTURED FROM CARBON STEEL (ASTM A 510, MIN GRADE 1018). ZINC PLATING SHALL MEET MINIMUM CORROSION RESISTANCE REQUIREMENTS OF ASTM F1941. SIZE AND SPACING AS NOTED ON DRAWINGS 2. UNLESS NOTED OTHERWISE, SCREWS IN STEEL TO STEEL CONNECTIONS SHALL HAVE A MINIMUM EDGE DISTANCE & SPACING OF 3 TIMES THE NOMINAL SCREW DIAMETER, 3. SCREWS ALONG THE EDGES OF WALL SHEATHING SHALL BE PLACED A MINIMUM OF 3/8" FROM THE SHEATHING EDGES. 4. SCREWS SHALL BE OF SUFFICIENT LENGTH TO EXTEND THROUGH THE STEEL CONNECTION A MINIMUM OF 3 EXPOSED THREADS, AND SHALL PENETRATE INDIVIDUAL COMPONENTS OF CONNECTIONS WITHOUT CAUSING PERMANENT SEPARATION BETWEEN COMPONENTS. E. SLIDE CLIPS: 1. VERTICAL BYPASS 'SLIDE CLIPS FOR NON-LOADBEARING WALLS: "VERTICLIP SLB", 68 MILS (14 GAGE) MIN., 50 KSI, MANUFACTURED BY THE STEEL NETWORK; INC. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED, SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. Z VERTICAL NON -BYPASS SLIDE CLIPS FOR NON-LOADBEARING WALLS: "VERTICLIP SL", 68 MILS (14 GAGE) MIN., 50 KSI, MANUFACTURED BY THE STEEL NETWORK. INC. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED, SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. F. STUD CLIPS: "STIFFCLIP LB" SERIES, 68 MILS (14 GAGE) MIN., 50 KSI, MANUFACTURED BY THE STEEL NETWORK, INC.. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. SUBSTITUTES MAY BE CONSIDERED, SUBMIT MANUFACTURER'S DATA PRIOR TO INSTALLATION. 3. CONNECT ALL SLIDE CLIPS AND STUD CLIPS TO STRUCTURAL STEEL FRAMING WITH (2) POWDER DRIVEN FASTENERS (TYPE X -U NAIL, 0.157" DIAMETER, QUALIFIED PER ICC -ES ESR - 2269) OR (2) #12-24, TEK 5 SELF DRILLING FASTENERS UNLESS NOTES OTHERWISE IN SECTION. CONNECT ALL SIDE CLIPS AND STUD CLIPS TO GROUTED MASONRY WALLS WITH Y2" DIAMETER, 2-Y?" EMBED EXPANSION ANCHORS UNLESS NOTES OTHERWISE IN SECTION. CONNECTION TO COLD -FORMED STEEL MEMBERS PER MANUFACTURER'S RECOMMENDATIONS. 4. CUT ALL FRAMING COMPONENTS SO THEY FIT SQUARELY TOGETHER, STUDS MUST BEAR TIGHT AGAINST TRACK WEB. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. BRACE WALL COMPONENTS AS REQUIRED DURING ERECTION TO PREVENT RACKING AND DISTORTION. 5, ALL FRAMING SHALL BE THE COMPONENTS SPECIFIED ON THE STRUCTURAL DRAWINGS AS MANUFACTURED IN ACCORDANCE WITH THE INDICATED STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) SIZE, STYLE, AND MATERIAL THICKNESS. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, ALL FRAMING MEMBERS SHALL BE S -SECTIONS WITH 1-5/8" FLANGE WIDTH, AND ALL TRACK SHALL HAVE 1-1/4" FLANGE WIDTH. 6. PRIOR TO THE START OF INSTALLATION OF COLD -FORMED STEEL FRAMING SYSTEMS, MEET AT THE PROJECT SITE WITH THE INSTALLERS OF OTHER WORK INCLUDING DOOR AND WINDOW FRAMES, MECHANICAL, STRUCTURAL AND ELECTRICAL WORK. REVIEW AREAS OF POTENTIAL INTERFERENCE AND CONFLICTS AND COORDINATE LAYOUT AND SUPPORT PROVISIONS FOR INTERACTING WORK, 7. FASTEN EACH STUD AT EACH FLOOR LEVEL, HORIZONTAL GIRT AND ROOF LEVEL, UNLESS NOTED OTHERWISE ON DRAWINGS. SEE DRAWINGS FOR TYPE OF CLIP TO INSTALL. 8. FASTENING OF COMPONENTS SHALL BE WITH SELF -DRILLING TAPPING SCREWS OR WELDING. ALL WELDED CONNECTIONS SHALL BE MADE BY WELDERS CERTIFIED FOR WELDING MEMBERS OF GAGE BEING USED PER AWS D.1.3. 9. BRIDGING REQUIREMENTS FOR BEARING AND EXTERIOR WALLS: MINIMUM BRIDGING 1 1/2" "C" CHANNEL WITH 1-1/2" X 2" X 54 MILS (16 GAGE) CLIP ANGLES AT EACH STUD. A. WALLS UP TO 10 FEET HIGH: 1. BEARING WALLS: TWO ROWS AT THIRD POINTS. Z NON-BEARING EXTERIOR WALLS: ONE ROW AT MID -HEIGHT. B. WALLS OVER 10 FEET HIGH: 1. BEARING WALLS: ROWS SPACED AT 4'-O" MAXIMUM. Z NON-BEARING EXTERIOR WALLS: ROWS SPACED AT 5'-0" ON CENTER MAXIMUM. 10. LOCATE JOIST BRIDGING AT 5-0" MAXIMUM SPACING FOR FLANGES 1 5/8" AND NARROWER. LOCATE JOIST BRIDGING AT T-0" MAXIMUM SPACING FOR FLANGES WIDER THAN 1 5/8". USE 54 MILS (16 GAGE) SOLID BRIDGING (NOT LESS THAN 2" SHALLOWER THAN JOIST) IN FIRST TWO AND LAST TWO JOIST SPACES. BETWEEN END SPACES INSTALL STRAP BRACING 2" X 54 MILS (16 GAGE) TOP & BOTTOM FOR 8'-0" RUN, THEN ONE SOLID 54 MILS (16 GAGE) BRIDGING IN SPACE, REPEATED AS REQUIRED. WOOD SHEATHING 1. MATERIALS: A. ROOF SHEATHING: 19/32" APA FRT SPAN RATING 40/20 ROOF SHEATHING EXPOSURE 1. INSTALL PANEL CLIP AT MIDSPAN OF EACH TRUSS/RAFTER SPACE ALONG UNSUPPORTED SHEATHING EDGES. B. WALL SHEATHING: 7/16" APA FRT SPAN RATING 24/16 WALL SHEATHING EXPOSURE 1. 2, CONNECTIONS: ALL SHEATHING SHALL BE SCREWED TO LIGHT GAGE METAL FRAMING WITH SELF -DRILLING SCREWS AT 6" ON CENTER AT PANEL EDGES, AND 12" ON CENTER AT INTERMEDIATE ROOF AND FLOOR SUPPORTS, UNLESS NOTED OTHERWISE. USE #10 SCREW FOR STEEL THICKNESS UP TO 0.135" AND #12 SCREW FOR STEEL THICKNESS UP TO 0.25'. SPECIAL INSPECTIONS FOR STRUCTURAL WORK 1. SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT. THE OWNER OR THE DESIGN PROFESSIONAL REPRESENTING THE OWNER IS RESPONSIBLE FOR EMPLOYING A QUALIFIED SPECIAL INSPECTOR. ALL REPORTS SHALL BE FORWARDED TO SEOR WITHIN 5 DAYS OF VISIT. 2. THE AREAS OF CONSTRUCTION REQUIRING SPECIAL INSPECITON ARE LISTED BELOW AND MAY NOT BE LIMITED TO THE FOLLOWING: A. CONCRETE & FOUNDATIONS: 1. PERIODIC INSPECTION FOR SIZE & PLACEMENT OF FOUNDATION REINFORCING STEEL. 2. CONTINUOUS INSPECTION OF SIZE AND PLACEMENT OF ANCHOR RODS. 3. CONTINUOUS INSPECTION FOR SAMPLING FRESH CONCRETE AND PERFORMING SLUMP AND AIR CONTENT MEASUREMENTS AT TIME OF MAKING SPECIMENS FOR STRENGTH TESTS. 4. PERIODIC INSPECTION TO VERIFY MATERIAL BELOW FOUNDATIONS IS ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY AND IS CONSISTENT WITH GEOTECHNICAL ENGINEER'S REPORT. INSPECT REMOVAL OF UNSUITABLE MATERIAL. 5. PERIODIC INSPECTION TO VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL, AND ARE CONSISTENT WITH RECOMMENDATIONS IN GEOTECHNICAL ENGINEER'S REPORT. B. STEEL: 1. PERIODIC INSPECTION OF HIGH STRENGTH BOLTS TIGHTENED BY TURN OF THE NUT METHOD. (I.E. SNUG TIGHT). 2. PERIODIC INSPECTION OF STEEL FRAME JOINTS FOR COMPLIANCE WITH CONTRACT DOCUMENTS. 3. CONTINUOUS INSPECTION OF EPDXY ANCHORS PER MANUFACTURERS RECOMMENDATIONS. 4. PERIODIC INSPECTION FOR INSTALLATION OF METAL ROOF DECK AND CONNECTIONS TO SUPPORTING STEEL. 5. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS. C. MASONRY: 1. PERIODIC INSPECTION OF WALL REINFORCING SIZE AND PLACEMENT PRIOR TO GROUTING. Z PERIODIC INSPECTION OF PROTECTION OF MASONRY DURING HOT AND COLD WEATHER AS DEFINED BY ACI 530. 3. PERIODIC INSPECTION OF GROUT SPACE IS CLEAN. 4. PERIODIC INSPECTION OF GROUTING TECHNIQUES. ABBREVIATIONS ARCH = ARCHITECT B/= BOTTOM OF BLDG = BUILDING BOT = BOTTOM BRG = BEARING CFS = COLD -FORMED STEEL CJ = CONTRACTION JOINT CJP = COMPLETE JOINT PENETRATION CL= CENTER LINE CLR = CLEAR CLSM = CONTROLLED LOW STRENGTH MATERIAL CMU = CONCRETE MASONRY UNIT COL= COLUMN CONC= CONCRETE CONT = CONTINUOUS DEG or ° = DEGREE DIA or o = DIAMETER EA = EACH EF = EACH FACE EL= ELEVATION EMB= EMBEDMENT EQ=EQUAL EXIST _ EXISTING EXP = EXPANSION FDN = FOUNDATION FS = FAR SIDE FTG = FOOTING GA= GAGE GALV = GALVANIZED GT = GIRDER TRUSS HORIZ = HORIZONTAL JST BRG = JOIST BEARING Ld = TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE Ld-CMU = TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN GROUTED CMU Ldc = COMPRESSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE LDH = LONG DIMENSION HORIZONTAL Ldh = HOOKED BAR TENSION DEVELOPMENT LENGTH OF REINFORCING BAR IN CONCRETE LDV = LONG DIMENSION VERTICAL LLH = LONG LEG HORIZONTAL LLV = LONG LEG VERTICAL Ls = LAP SPLICE LENGTH OF REINFORCING BAR IN CONCRETE Ls -CMU = LAP SPLICE LENGTH OF REINFORCING BAR IN GROUTED CMU Lsc = COMPRESSION LAP SPLICE LENGTH OF REINFORCING BAR IN CONCRETE LSL = LAMINATED STRAND LUMBER LVL = LAMINATED VENEER LUMBER MCJ = MASONRY CONTROL JOINT MFR= MANUFACTURER NS = NEAR SIDE oc = ON CENTER OPNG = OPENING P/T = POST -TENSION PE= PRE-ENGINEERED PEMB = PRE-ENGINEERED METAL BUILDING PJP = PARTIAL JOINT PENETRATION PL = PLATE PSL = PARALLEL STRAND LUMBER PT= PRESSURE TREATED RD= ROOF DRAIN REINF = REINFORCING RTU = ROOF TOP UNIT SDS = SELF DRILLING SCREWS SIM = SIMILAR SL= STEP LEDGE SPA= SPACE or SPACES SRD = SECONDARY ROOF DRAIN STIFF = STIFFENER STL= STEEL STW = STEP TOP OF WALL T/= TOP OF UNO = UNLESS NOTED OTHERWISE VB = VERTICAL BRACING VERT = VERTICAL VIF = VERIFY IN FIELD W/ = WITH WP= WORK POINT LEGEND SYMBOL DESCRIPTION REFERENCE ( J COLUMN LINE DESIGNATION OFACE OF BUILDING FTG OR GRADE BEAM MARK SHEET S5.1 BPn BASE PL MARK Cn COLUMN MARK Wn MASONRY VERTICAL WALL REINFORCING MARK Kn KEYNOTE MARK ELEVATION INDICATION JdN (Tld/Lld) STEEL JOIST DESIGNATION Jd - JOIST DEPTH (INCHES) N - LH OR K JOIST TYPE Tld - TOTAL LOAD (PLF) Lid - LIVE LOAD (PLF) SHEET S5.1 SHEET S5.1 SEE PLAN a C 7 C w a d' m a 0) It 0 ,,- ai 0 0 00 11z d. d u it> o a O C W N c 0 r-- = L0 o X s �t 04 o � c = 0 vi t O O 2 ) i0 r i C C > 0 C .� >Lo 0) d < U (')(D T 0 0 ( u 0 _ N i N N (D i 0) a) E 'Ss cr' =3 s y m c 0 0 Cu -C I o C } m i Z U 0 ti 0 C C) CO Uf) C Q0 - Ir r Z 0-' U) Z W Q U 0 0 ) i ) ) O-) )Itt 6 > 't > O 0 0 ,a >0 CO 0) i J Cu > CO ) o - 0I- 0 > N . (1) i a) i r_ ) N - d I ) ° ) N ) 0 ) ur) W d W U) creating extraordinary places www.cr-architects.com 800.469.4949 CONSULTANTS 40 4 4 4 1 MODELER: SMD ENGINEER: RAS PROJECT NUMBER: 1729.12 COPYRIGHT© 2017 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER V"Nrlo6e 1��,_ _" DATE ISSUE 11/01/2017 BID / PERMIT SET = REVISION PROJECT TITLE WITHIN -THE -WALLS J-332 10679 N. MICIHGAN RD. ZIONSVILLE, IN 46077 COMMISSION NO. 517344 ISSUE DATE 1110112017 SHEET TITLE STRUCTURAL GENERAL NOTES mm E.2 YE D.7 D.2 D 2'-0" 17'-11 314" 20'-9114" T-0" I 0 3.11 10 I I I I EXIST HSS7x7 C1 S3.1p 1 C1 C271 Mc B1STL EL108'-8" MC18X58 B1STL EL108'-8" MC18X58 B1STL EL108'-8" MC18X58 B1STL EL1(08'- "w C I v"x " -_ > >. cn , )Z/,l X C 12X20.7 C 12X20.7 M 2 C1 C3 TISTL EL10T 8° C3 C3 TISTL EL10T 8" 3 HSS16x8x318 1STLEL107'-8" - ------ --- --- - - - - - - - - - - --_ - - - - - - - - - - - - - - - - - - LL 1.7 ' -� I I I - - - - - - - - - - - - C1- -- - - - - - - - - - - - 14 - - - - 14 - - - - - - - - - - - - 12 3� i �- 1 S3.1 S3.1 13 3.1 � I � � 1'-10 314" I � I I I I I 4'-7" 17'-0" i4'-6 314"� 17'-8 114" )'-11 114"�3' 5" 2'-9 518" ± (VIF) 21'-51/4'f± 10f'±(VIF)23'-5 314" ± 2'-11" ± (VIF) 42'-1" ± 47'-0' ±47'-3" ± Iz (VIF) (VIF) (VIF) (VIF) (VIF) E.1 E D.6 D.5 DA D.1 D C.9 C B CANOPY FRAMING PLAN 3/32" =1'-0" 0 z PLAN NOTES: • SEE SHEET S0.1 FOR ABBREVIATIONS AND LEGEND (SYMBOLS) AND SHEET S5.1 FOR SCHEDULES AND TYPICAL DETAILS. • DOORS, WINDOWS AND OPENINGS ARE SHOWN IN APPROXIMATE LOCATIONS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. E.2 E D.7 D.2 D 2'-0" 17'-113/4" 20'-9114" T-0" I I 6'-0" 4-0" 4'-0" 3'-0" ISS 5 t. K1 „� 5 4 5 2,' EXIST HSS7x7 S 1 S3.1 S3.1 73.1 r - �- PER KROGER, 4" THICK CONCRETE SLAB - - ---- --- ----- - --- ----------- OVER COMPACTED GRANULAR BASE. -� -- I - ---------------I =----------------- - CONTRACTION JOINTS AT 10'-0"oc (MAX) } I , TISLAB EL 100'-0". BP4 BP1 BP4� +I TVEXI T FDN 99'-0" ,., .... �- > z... 2 "` W1 BP2 � BP2 BP2 B 2 = BP3 21 BP3- -- - 1.7 W1 6 6 > ----�- - -- I -�-- 2 - ,,_.,.- - - - - -- --- 1----�t-----------� 1 1 53.1 I I LO S3.1 3 I ` I I TIFTG 99'-4" 3.1 4'-7" 17'-0" �- V-103/4" �4'-6 314"� 17'-7112" 5'-0" I T-5" I 2'-9 518" ± (VIF) 21'-5114" ± 10" ± (VIF) I 23'-5 314" ± 2' 11" ± (VIF} 42'-1" ± 47'-0" ± 47'-3" ± (VIF) 411 (VIF) (VIF) (VIF) (VIF) E.1 E DY61).5 D.4 D.1 D C.9 C B FOUNDATION PLAN 3132" =1'-0" ry 0' z PLAN NOTES: • SEE SHEET S0.1 FOR ABBREVIATIONS AND LEGEND (SYMBOLS) AND SHEET S5.1 FOR SCHEDULES AND TYPICAL DETAILS. • DOORS, WINDOWS AND OPENINGS ARE SHOWN IN APPROXIMATE LOCATIONS. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. • SLOPE SLAB TO FLOOR DRAINS, COORDINATE WITH ARCHITECTURAL AND PLUMBING DRAWINGS. • EXISTING BUILDING TISLAB EL 100'4' Kn KEYNOTES: 1. DRILL & EPDXY LONGITUDINAL REINFORCING INTO EXISTING FOUNDATION, 6" EMBED. w w rn a o 00 M o_ a � w rN a�o o gi "OTd us) O Z o a o d CLO' ui a 04 04 d -'0 X � O a �' 0 M O W Q _ G LO N U t� (D U) 0 a o co a W .� U 65 ) '� 75 c 0 m °- ami � -0 cn U > 0d c ° �0 -0 > m LO z (n N o r•o M CD CD - r- M LOLO U) J O Z fy (n Q J U > Q Z I~- 0 0 0 U) U) v ._j (:11111400)U v c� creating extraordinary places www.cr-architects.com 800.469.4949 CONSULTANTS MODELER: SM D ENGINEER: RAS PROJECT NUMBER: 1729.12 COPYRIGHT© 2017 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER O'� DATE ISSUE 11101/2017 BID 1 PERMIT SET DATE 1 11114117 REVISION ADDENDUM PROJECT TITLE WITH I N-TH E -WALLS J-332 10679 N. MICIHGAN RD. ZIONSVILLE, IN 46077 COMMISSION NO. 517344 ISSUE DATE 1111412017 SMEET TITLE FOUNDATION AND FRAMING PLANS SHEET NO. Simi SECTION 1/2" =1'-0" S3.1 10A 10" (VIF) 1 1/4"o THRU RODS @ 1'-0"oc, STAGGERED MC 1 8x58 w11 5/16"o HOLES FOR THRU RODS o TYP 7 1/4 2-12 B/STL SEE PLAN SECTION rioN� 3/4" 1'-10" S3.1 MASONRY WALL BEYOND #4x3'-0" @ 16"oc #4 BENT BAR 18" @ 16"oc 18" F SEE PLAN BENT BARS IN WALL SEE TYP BENT BAR DETAIL "A/B" ON S3.1 SEE PLAN FOR FTG SIZE AND REINF co TYPICAL SLAB POUR-THRU r SECTION 2 1/2" = 1'-10" S3.1 EXIST PRECAST CONIC WALL MC1 8x58 w/ 2"o HOLES @ THRU RODS PLATE WASHER 1/4"x4"x4" w/ 1 5/16"o HOLES FOR THRU RODS, THIS MC18 ONLY 2 SIDES, TYP 1/8 CONT PLATE 1/4"x14" EXIST WALL BEYOND MASONRY WALL, NOTCH AROUND 8" MASONRY WALL, MASONRY VENEER, SEE ARCH DWGS SEE ARCH DWGS SEE ARCH DWGS FDN PLAN FOR SIZE AND SPACING SEE ARCH DWGS HSS COLUMN GROUT ALL CELLS VERT REINF (NOT GROUT ALL CELLS GROUT THICKNESS, SEE SHOWN) SEE FDN PLAN SOLIDBELOWGRADE SEE ARCH DWGS FOR SIZE AND SPACING 12" MASONRY WALL, T/FTG SEE ARCH DWGS FOR SEE ARCH DWGS BASE PLATE, SEE SCHEDULE INSULATION AT SLAB 11/2" NON- OWSHRINK ANCHOR @ T/FTG EXIST PRECAST SHRINKGROUT C12, SEE PLAN SEE PLAN BENT BARS IN WALL T/FTG SEE TYP BENT BAR wwwww SEE PLAN DETAIL "A/B" ON S3.1 F 1/4 SEE PLAN FOR FTG SEE PLAN 2i SIZE AND REINF L4x4x1/4, BEAR 8" EA EXIST FTG Cl? SIDE OF OPENING 00 PL3/8"x4 xO'-8" EA END OF C12 L Cl) EQ EQ SECTION 1/2" =1'-0" S3.1 10A 10" (VIF) 1 1/4"o THRU RODS @ 1'-0"oc, STAGGERED MC 1 8x58 w11 5/16"o HOLES FOR THRU RODS o TYP 7 1/4 2-12 B/STL SEE PLAN SECTION rioN� 3/4" 1'-10" S3.1 MASONRY WALL BEYOND #4x3'-0" @ 16"oc #4 BENT BAR 18" @ 16"oc 18" F SEE PLAN BENT BARS IN WALL SEE TYP BENT BAR DETAIL "A/B" ON S3.1 SEE PLAN FOR FTG SIZE AND REINF co TYPICAL SLAB POUR-THRU r SECTION 2 1/2" = 1'-10" S3.1 EXIST PRECAST CONIC WALL MC1 8x58 w/ 2"o HOLES @ THRU RODS PLATE WASHER 1/4"x4"x4" w/ 1 5/16"o HOLES FOR THRU RODS, THIS MC18 ONLY 2 SIDES, TYP 1/8 CONT PLATE 1/4"x14" EXIST WALL BEYOND SEE PLAN FOR FTG ry SIZE AND REINF -1 0 Cl) t EQ E 0] SECTION 1/2" 1'-0" S3.1 11-N, 11 -PI" I vz, vz, SECTION r10A 3/4" 1'-131" S3.1 SAW CUT FULL HEIGHT VERT SLOT IN EXIST 10" (VIF) PRECAST CONIC WALL C15 TO HSS8x8 3 SIDES, CLIP ANGLE TO C15, TYP >5/16 OL B/STL SEE PLAN ..""/ ..""/ ),,, ) C15x33.9EA SIDE L4x3x3/8 w/ (4) 3/4"o J OF HSS COIL BOLTS, TYP EA 'A SIDE OF HSS COIL 1 "A -A SECTION ri "N� 3/4" 11-0" S3.1 EXIST PRECAST WALL REMOVED 10f'(VIF) 4"--:,,l 4" SECTION 1/2" = 1'-101" S3.1 3/16 v T/EXIST C10 123'-5 5/8 (VIF) EXIST C10 HSS8x8 COL, SEE PLAN N 5/16 MASONRY WALL, NOTCH AROUND 8" MASONRY WALL, -:77 N COLUMN AS NECESSARY SEE ARCH DWGS VERT REINF (NOT SHOWN) SEE MASONRY VENEER, FDN PLAN FOR SIZE AND SPACING SEE ARCH DWGS HSS COLUMN GROUT ALL CELLS BASE PL, SEE SCHEDULE SOLID BELOW GRADE GROUT THICKNESS, SEE 12" MASONRY WALL, TYPICAL ANCHOR ROD DETAIL SEE ARCH DWGS HSS8x4 EA SIDE OF T/FTG • OIL 13 SEE PLAN SEE PLAN FOR FTG ry SIZE AND REINF -1 0 Cl) t EQ E 0] SECTION 1/2" 1'-0" S3.1 11-N, 11 -PI" I vz, vz, SECTION r10A 3/4" 1'-131" S3.1 SAW CUT FULL HEIGHT VERT SLOT IN EXIST 10" (VIF) PRECAST CONIC WALL C15 TO HSS8x8 3 SIDES, CLIP ANGLE TO C15, TYP >5/16 OL B/STL SEE PLAN ..""/ ..""/ ),,, ) C15x33.9EA SIDE L4x3x3/8 w/ (4) 3/4"o J OF HSS COIL BOLTS, TYP EA 'A SIDE OF HSS COIL 1 "A -A SECTION ri "N� 3/4" 11-0" S3.1 EXIST PRECAST WALL REMOVED 10f'(VIF) 4"--:,,l 4" SECTION 1/2" = 1'-101" S3.1 3/16 v T/EXIST C10 123'-5 5/8 (VIF) EXIST C10 HSS8x8 COL, SEE PLAN N 5/16 1/2"o EXP ANCHOR @ 2'-8"oc, 4" EMB . ..,q,. 112"o x5" HEADED STUDS @ 24"oc HSS16x8, SEE PLAN OIL B/STL \f SEE PLAN BOT PL1 /4"xl 1 xCONT, 8" MIN BRG EA END REMOVE EXIST BRICK VENEER ABOVE CFS 10" (VIF) CONT 362S162-43 @ 4'-0"oc (MAX), ATTACH TO EA 600Sw/(2)#10 SCREWS 7 600S162-43 @ 16"oc -7 STUD CLIP w/ (3) #10 SCREWS TO CFS - CONT BOND BEAM w/ (2) #5 SECTION r12""'N 3/4" 1'-10" S3.1 CONT 600T125-54 EA END 4" HSS8X4 EA SIDE OF OPENING, SEE PLAN L4x4x3/8x0'-4" EA SIDE @ 4'-0" VERT SPACING w/ (1) 112"o ADHESIVE ANCHOR, EMB 4" (OMIT ANGLE AT OPENING) 1 1/2" NON -SHRINK GROUT ...... .. .... ... CONTRACTOR TO FIELD DETERMINE T/EXIST FDN SECTION 1/2" 1'-0" S3.1 112"o THRU BOLT @ 2'-8"oc 16'-0" w/ PL3/8"x4"x4", SPOIL co THREADS EA END EXIST PRECAST CONIC WALL REMOVE EXIST BRICK VENEER ABOVE ""i^' 1- L4x4, SEE PLAN FOR LOCATION! TAB PL3/8"x8"x8 CENTER ON HS 10" (VIF) , SECTION N r13 3/4" 1'-10" S3.1 4" OgL T/EXIST STL 123'-10114" (VIF) EXIST DECK T/HSS Z- EL 122'-6"' EXIST JOIST BEYOND EXIST W10 .......... CLOSURE PI -1/4" - EXIST PRECAST WALL VERT SPACING w/ (1) 1/2"o NOT SHOWN FOR CLARITY EXIST 10" ADHESIVE ANCHOR, EMB 4", TYP EXIST BRI PRECAST WALL VENEER HSS COLUMN EXIST VENEER EXIST SLAB HSS8x4 EA SIDE OF PRECAST WALL I MASONRY OPENING BASE PLATE, SEE SCHEDULE 11/2" NON- OWSHRINK ANCHOR @ EXIST PRECAST SHRINKGROUT C12, SEE PLAN ASSUMED EXIST GRADE BEAM v T/FTG wwwww SEE PLAN F 1/4 WALL FOUNDATION AT SIM SEE PLAN 2i (2) 112"o THRU BOLTS @PL3/8 L4x4x1/4, BEAR 8" EA EXIST FTG Cl? SIDE OF OPENING 00 PL3/8"x4 xO'-8" EA END OF C12 L II+ CONC SCREWS @ MATCH BOTTOM OF F PL1/2"x6"x1'-0" EA DRILL & EPDXY #5 @ 12"0C, EXIST GRADE BEAM EL EMB 6" INTO EXIST GRADE PRECAST CONC WALL WALL BEYOND BOT PL3/8"x13"xCONT BEAM (TYP) 1/2"-J 2" (2) #5 TOP & BOT (TYP) EQ EQ 112" 5'-0" 18" SECTION i(5 1/2" if -0#1 S3.1 1/2"o EXP ANCHOR @ 2'-8"oc, 4" EMB . ..,q,. 112"o x5" HEADED STUDS @ 24"oc HSS16x8, SEE PLAN OIL B/STL \f SEE PLAN BOT PL1 /4"xl 1 xCONT, 8" MIN BRG EA END REMOVE EXIST BRICK VENEER ABOVE CFS 10" (VIF) CONT 362S162-43 @ 4'-0"oc (MAX), ATTACH TO EA 600Sw/(2)#10 SCREWS 7 600S162-43 @ 16"oc -7 STUD CLIP w/ (3) #10 SCREWS TO CFS - CONT BOND BEAM w/ (2) #5 SECTION r12""'N 3/4" 1'-10" S3.1 CONT 600T125-54 EA END 4" HSS8X4 EA SIDE OF OPENING, SEE PLAN L4x4x3/8x0'-4" EA SIDE @ 4'-0" VERT SPACING w/ (1) 112"o ADHESIVE ANCHOR, EMB 4" (OMIT ANGLE AT OPENING) 1 1/2" NON -SHRINK GROUT ...... .. .... ... CONTRACTOR TO FIELD DETERMINE T/EXIST FDN SECTION 1/2" 1'-0" S3.1 112"o THRU BOLT @ 2'-8"oc 16'-0" w/ PL3/8"x4"x4", SPOIL co THREADS EA END EXIST PRECAST CONIC WALL REMOVE EXIST BRICK VENEER ABOVE ""i^' 1- L4x4, SEE PLAN FOR LOCATION! TAB PL3/8"x8"x8 CENTER ON HS 10" (VIF) , SECTION N r13 3/4" 1'-10" S3.1 4" OgL T/EXIST STL 123'-10114" (VIF) EXIST DECK T/HSS Z- EL 122'-6"' EXIST JOIST BEYOND EXIST W10 .......... CLOSURE PI -1/4" VERT REINF SEE FDN PLAN FOR SIZE, SPACING & QUANTITY T/FTG OIL SEE PLAN BENT BARS IN WALL TO 1 1-1 1 LAP VERT REINF, MATCH SIZE, SPACING AND QUANTITY. ALTERNATE DIRECTION. TYPICAL BENT BAR DETAIL "All NTS FIELD DETERMINE SECTION 4N\ 3/4" 1'-131" S3.1 VERT REINF SEE FDN PLAN FOR SIZE, SPACING & QUANTITY T/FTG OIL SEE PLAN BENT AIRS IN WALL TO LAP VERT REINF, MATCH SIZE, SPACING AND QUANTITY. ALTERNATE DIRECTION. TYPICAL BENT BAR DETAIL "B" NTS rn 0) 0 0 00 00 (0 CL 00 C'4 04 Cl) '.0 00 In LID 0 Q_ (D 00 00 04 04 CL Lo CL CD r- 04 C4 d�2) X & F_ Co a M - 04 oo 0 W T_ 00 0i O 0 E U) 1) 0 CO 0 C\1 U) U)U) 0 W >W 0 0 U) U) > m < -0 - C: CIO 0 0 C: > LID z Cn N 0 r— 0 m CD 0 LID m 0 r— m LO 0 _j 0 Z rr U) a- w < _j Z LIJ w > < _j Z w 0 I C: 0) U) (D _0 + a) 0 a) -4-0 :E 0 L_ creating extraordinary places www.cr-architects.com 800.469.4949 CONSULTANTS MODELER: SMD ENGINEER: RAS PROJECT NUMBER: 1729.12 COPYRIGHT@ 2017 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS -PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER DATE ISSUE 11/01/2017 BID / PERMIT SET DATE REVISION 1 11/14/17 ADDENDUM 2 PROJECT TITLE WITH I N-TH E -WALLS J-332 10679 N. MICIHGAN RD. ZIONSVILLE, IN 46077 COMMISSION NO. 517344 ISSUE DATE 11/14/2017 SHEET NO. ■ L4x4x3/8x0'-4" EA SIDE @ 4'-0" VERT SPACING w/ (1) 1/2"o ADHESIVE ANCHOR, EMB 4", TYP EXIST BRI VENEER EXIST 10" HSS8x4 EA SIDE OF PRECAST WALL I MASONRY OPENING 1/2"o ADHESIVE ANCHOR @ EXIST PRECAST 12"oc, EMB 3" C12, SEE PLAN CONC WALL wwwww OIL T/STL 1/4 SEE PLAN (2) 112"o THRU BOLTS @PL3/8 L4x4x1/4, BEAR 8" EA TO HSS 1/4 8"oc, SPOIL THREADS SIDE OF OPENING 00 PL3/8"x4 xO'-8" EA END OF C12 114"o HILTI KWIK-CON I II+ CONC SCREWS @ PL1/2"x6"x1'-0" EA 3"oc, EMB 13/4" SIDE OF EXIST 1/4 2-12 PRECAST CONC WALL WALL BEYOND BOT PL3/8"x13"xCONT 1/2"-J 2" VERT REINF SEE FDN PLAN FOR SIZE, SPACING & QUANTITY T/FTG OIL SEE PLAN BENT BARS IN WALL TO 1 1-1 1 LAP VERT REINF, MATCH SIZE, SPACING AND QUANTITY. ALTERNATE DIRECTION. TYPICAL BENT BAR DETAIL "All NTS FIELD DETERMINE SECTION 4N\ 3/4" 1'-131" S3.1 VERT REINF SEE FDN PLAN FOR SIZE, SPACING & QUANTITY T/FTG OIL SEE PLAN BENT AIRS IN WALL TO LAP VERT REINF, MATCH SIZE, SPACING AND QUANTITY. ALTERNATE DIRECTION. TYPICAL BENT BAR DETAIL "B" NTS rn 0) 0 0 00 00 (0 CL 00 C'4 04 Cl) '.0 00 In LID 0 Q_ (D 00 00 04 04 CL Lo CL CD r- 04 C4 d�2) X & F_ Co a M - 04 oo 0 W T_ 00 0i O 0 E U) 1) 0 CO 0 C\1 U) U)U) 0 W >W 0 0 U) U) > m < -0 - C: CIO 0 0 C: > LID z Cn N 0 r— 0 m CD 0 LID m 0 r— m LO 0 _j 0 Z rr U) a- w < _j Z LIJ w > < _j Z w 0 I C: 0) U) (D _0 + a) 0 a) -4-0 :E 0 L_ creating extraordinary places www.cr-architects.com 800.469.4949 CONSULTANTS MODELER: SMD ENGINEER: RAS PROJECT NUMBER: 1729.12 COPYRIGHT@ 2017 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS -PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER DATE ISSUE 11/01/2017 BID / PERMIT SET DATE REVISION 1 11/14/17 ADDENDUM 2 PROJECT TITLE WITH I N-TH E -WALLS J-332 10679 N. MICIHGAN RD. ZIONSVILLE, IN 46077 COMMISSION NO. 517344 ISSUE DATE 11/14/2017 SHEET NO. ■ 112"ox6" STUDS CROUTE 5 a - N 00 N N ti 0 N O Cn COLUMN SCHEDULE MARK COLUMN SIZE C1 HSS8x8x1 /4 C2 HSS8x8x3/8 C3 HSS8x4x1 /4 314" =1'-0" [j]MASONRY WALL REINFORCING SCHEDULE MARK VERTICAL REINFORCING BAR SIZE @ SPA CMU SIZE DETAIL Fw_1 1 #5 @ 48"oc EACH FACE 8 B/S5.1 43 =18 GAGE 50=112"} 54=16 GAGE NON -SHRINK GROUT 68 =14 GAGE 600 S 162 54 97 = 12 GAGE MEMBER DEPTH IN ROD o NOTES 1. LOCATE BAR POSITIONERS AT 192 BAR DIAMETER SPACING (MAX). 2. GROUT ALL CELLS SOLID CONTAINING REINFORCING. 3. PROVIDE (1) #5 AT ALL CORNERS CENTERED IN WALL. 4" 9 GA WIRE BAR POSITIONER AS 2" 2" SHOWN OR APPROVED ALTERNATE, SPACE AT 192 BAR o Vo TYP HSS, SEE PLAN STUD CLIP EA STUD w/ (2) PDF TO HSS & (4) #10 SDS INTO STUD (TYP) 362S162-43 @ 16"oc (4) #10 SDS L2x2x16GA CONT (TYP) 60OS162-43 @ 16"oc CFS MEMBER DESIGNATION FLANGE WIDTH MATERIAL THICKNESS IN 1000th OF AN INCH IN 1000th OF AN INCH (E.G., 162 =1 518" 33 = 20 GAGE 150 =1 112" 43 =18 GAGE 50=112"} 54=16 GAGE NON -SHRINK GROUT 68 =14 GAGE 600 S 162 54 97 = 12 GAGE MEMBER DEPTH IN ROD o 1000th OF AN INCH ~ TIPEDESTAL (E.G., 362 = 3 518" S = STUD OR JOIST 400 = 4" T = TRACK 600 = 6" U = CHANNEL 800 = 8" F = FURRING CHANNEL 1000 =10" 314" 1 112" FOOTING SCHEDULE (CONTINUOUS FOOTINGS) SIZE MARK WIDTH (B) THICKNESS (H) REINFORCING REMARKS 21 2'-0" 3'-0" 2 #5 CONT TOP & BOT FOOTING NOTES: 1. WHERE FOOTINGS INTERSECT, PROVIDE REINFORCING STEEL PER SCHEDULE AND FOOTING SIZE SUCH THAT DIMENSIONS SHOWN IN SCHEDULE ARE MET OR EXCEEDED. 2. CENTER ALL COLUMN FOOTINGS UNDER COLUMN CENTERLINES, UNO IN PLAN OR SECTION. TYPICAL CAST—IN—PLACE ANCHOR ROD DETAIL BASE PLATE PLATE WASHER w/ HOLE o STANDARD HOLE BASE NON -SHRINK GROUT PLATEQ T/FTG OR 17 I TIPEDESTAL w W J U m Lu Lu U) m m dw Lu ANCHOR ROD, SEE BASE PLATE SCHEDULE HEAVY HEX NUT SPOIL THREADS, DOUBLE NUT, OR TACK WELD TO ANCHOR ROD ANCHOR BASE ROD o PLATE HOLE o PLATE WASHER SIZE GROUT THICKNESS (H) 314" 15116" 2"x2"x114" 1112" ADHESIVE STANDARD HOLE BASE TYPICAL ADHESIVE ANCHOR ROD DETAIL FULLY THREADED PLATE WASHER w/ w ADHESIVE STANDARD HOLE BASE NON -SHRINK GROUT ANCHOR GROUT PLATEQ T/FTG OR ROD o THICKNESS ~ TIPEDESTAL SCHEDULE (H) a 112" 11/2" = 314" 1 112" W Q Lu J o FULLY THREADED m w ADHESIVE ANCHOR ROD, U) m con F SEE BASE PLATE < SCHEDULE Lu a BPn BASE PLATE SCHEDULE V-2" 1,_2„ 1. 2.. 1 1/2"->,5112" 5112" 1 112" 1-3 -- 1 112" 5 112" 5112" 1 112" 1 1/2'_5112" 5 112" V 1 112" N 1 1/2"_ 6" 6" 1 1/2" N N I � I LO Ln O O [V _ LO o ® N ' PL 1/2" PL 3/4" N� PL 3/4" PL 3/4" 1/2"o ADHESIVE TYP 3/4"o ADHESIVE ANCHORS, EMB 3" 1/4 ANCHORS, EMB 6" ADHESIVE ANCHORS, EMB 6" BP1 BP2 BP3 BP4 SCALE: 11'= lf-O'f NOTES 1. ALL ANCHOR RODS 3/4"o w/ 9" EMB; SEE TYPICAL CAST -IN-PLACE ANCHOR ROD DETAIL ON THIS SHEET (TYP UNO). 2. OFFSET BASE PLATES: DIRECTIONAL ARROW ON BASE PLATE SYMBOL REPRESENTS DIRECTION OF BASE PLATE OFFSET. SEE BASE PLATE MARKS ON PLAN. w w CF) m 00 00 M wd0' (0 CL d 0) w rN p O Qui a- L LO 0 0 Z o o U d a dam' N X Co O O ~ N � O W Co Q Cu O Cu CD m N G Lo N m U) 0 CO to O 00 N N N N W a) (2 (3) .� U) U)U) C -a cn > m I d c o > m LID Z (n N O Imo• O M CO COO - LID ti M COf ) to J O z IZ' cn Q J U Q Z I~ > — U 0 0 U) 0) W v U (:11111141mo) v c� creating extraordinary places www.cr-architects.com 800.469.4949 CONSULTANTS MODELER: SMID ENGINEER: RAS PROJECT NUMBER: 1729.12 COPYRIGHT© 2017 THIS DOCUMENT IS THE PRODUCT AND EXCLUSIVE PROPERTY OF SCHAEFER. NEITHER THE DOCUMENT NOR THE INFORMATION IT CONTAINS MAY BE COPIED OR USED FOR ANY OTHER THAN THE SPECIFIC PURPOSE FOR WHICH IT WAS PREPARED, WITHOUT THE WRITTEN CONSENT OF SCHAEFER A 'z:'mA IN DATE ISSUE 11101/2017 BID / PERMIT SET A# # l DATE 1 11114117 REVISION ADDENDUM "ROJECT TITLE J-332 10679 N. MICIHGAN RD. ZIONSVILLE, IN 46077 COMMISSION NO. 517344 ISSUE DATE 1111412017 iMEET TITLE DA'D SECTIONS ANIP SCHEDULES SHEET NO. S5ml 13 - PRODUCE COOLER VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES E.7 E D.7 D.4 D.1 D C.7 BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. 13 SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT E !E T !RI C C OM o ARCHITECT BEFORE PROCEEDING WITH WORK. LEC TRIC , 0 BREAK R!0OM �ENERATOR m m OOM ROOM ROOM 0 MAN'S RESTROOM EXECUTED BY: JAS -F WOMEN'S REVIEWED BY: KAP E06MPIRESSOR RESTROOM GENERAL DEMOLITION NOTES LO ROOM fl- I[C RC I A. ITEMS SHOWN AS DASHED ARE TO BE REMOVED UNLESS 0 0 NOTED OTHERWISE. REFER TO PLUMBING, MECHANICAL, AND FL �O Il.: lx� m P0 ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION AND !;2 c,'03 clf U') 00 PATCHING BY THE GENERAL CONTRACTOR. 12 C:, C, CL MECHANICAL M�ZZANINE bEmb PLAN B. THE OWNER SHALL RESERVE THE RIGHT TO CLAIM ANY C., II�7 MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE C":, 'Ce I, SCALE: 3/32"=V-0" CONTRACTOR DISPOSING OF THEM OFF SITE. C. "FLOORING" DENOTES FLOOR COVERING MATERIALS, H.3 H G.5 G F.6 F E.7 E D.7 D.4 D. 1 D C.7 C B.3 B A.5 A INCLUDING BACKINGS, ADHESIVES, DOWN TO, BUT EXCLUSIVE OF, FLOOR SLABS, STRUCTURAL SLABS AND STRUCTURAL MATERIALS, UNLESS NOTED OTHERWISE. 0 �0 D. "CEILING" DENOTES CEILING MATERIALS INCLUDING ct cc SUSPENSION SYSTEMS, ADHESIVE RESIDUALS, MOLDINGS, UP 2 TO BUT EXCLUSIVE OF STRUCTURAL MATERIALS. > Lo z W CD f-- C:> to C) LO -=) E. CMU OR CONCRETE WALLS TO BE REMOVED SHALL BE CID fl- U'� H REMOVED TO A POINT 2 IN.(MIN.) BELOW THE EXISTING FLOOR SLAB (UNLESS SETTING ON SLAB). PATCH WITH NEW Cn Ljj CONCRETE TO BE FLUSH WITH THE EXISTING FLOOR SLAB. > z --j ET, F. AFTER THE DEMOLITION OF MATERIALS, THE CONTRACTOR 0 LOU 0< SHALL PROVIDE SMOOTH SURFACE, FLUSH WITH C: EXISTING CONDITIONS, FREE OF ALL LOOSE OR DAMAGED MATERIAL AND PREPARED PRIOR TO RECEIVING NEW 0) FINISHES. E- G. MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS THAT ARE CAPPED AND ABANDONED SHALL BE LOCATED BEHIND FINAL -0 FINISH SYSTEMS OR 2 IN. (MIN) BELOW FINISH FLOOR. FILL HOLE WITH MATERIAL FLUSH AND SMOOTH TO MATCH + GC TO SHOT BLAST ADJACENT SURFACE. FLOOR IN PRODUCE H. FLUSH EXISTING WATER AND SANITARY LINES AFTER DEMOLITION WORK PREP AND COOLER. PREPARE SURFACE 1. MATERIALS OF DEMOLITION SHALL BE DISPOSED OF LEGALLY DUCE BE RESEALED. RE: A1.1 PRO OFF SITE UNLESS DIRECTED OTHERWISE BY OWNER. 4-j AND 11.4. PREP I W IV I I :E 13 J. DEMOLITION CONTRACTOR IS TO VERIFY HIS WORK IN THE r - -1 0 FIELD WITH THE DEMOLITION DRAWINGS. REPORT L J DISCREPANCIES TO THE ARCHITECT. SEAFOOD ORDERING MEAT MEAT M EAT ISTORAGE COOLER OFFICE COOLER PREP COOLER G.M. FLORAL ERY K. CONTRACTOR SHALL NOTIFY OWNER IN ADVANCE WHEN creating extraordinary spaces r -i - - - - - - - - - - - - - - - - - - - - - --- kTORAGE COOLER COOLER FR ZER OWNER REMOVED ITEMS NEED TO BE REMOVED. www.cr-architects.com - - - - - - - - - - - -I_ -1 +4 ++ ++ 6 1 - - 800.469.4949 C WW WW WW 11 t SEAFOOD L. MAINTAIN ALL EGRESS EXITS AND LIFE SAFETY DEVICES WHILE FREEZER To, GROC EE Ir T- I I m -I I PERFORMING DEMOLITION WORK. COORDINATE EXITING WITH L J r 0 OWNER AND LOCAL FIRE DEPARTMENT BEFORE COMMENCING CONSULTANTS X r -i D-110 WORK. -i r -.-I L D-110 1-7 u I 1�� __j L An L - -1 11--Z- �Y--vy--v -111,1-11J �j X L J M. COORDINATE WITH XF1 AND F1 FOR REFRIGERATED CASES TO u I REMOVE DOOR, FRAME BE REMOVED. -L - j- -LT.- REMOVE DOOR, FRAME W I -- I I r -I TO REMAIN. TO REMAIN. J=11 I 1\ /"]!.L -. I I 12 1 11 Tj- ELECTRICAL, HVAC AND/OR LIGHTING DEVICES TO REMAIN AT A L -u --- J1 CEILING DEMOLITION AREAS. T REMO R, FRAME REMOVE DOOR, FRAME REMOVE DOOR, FRAME J -:Z. ARTEE�-=5ill- - - J -0---=-:L - 11 0. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DUST � =LA-=:-m"A - I - - - - - - T TO REMAIN. TO REMAIN. IF PARTITION PROTECTION OF AREAS TO REMAIN OPERATIONAL OR T fD1 0 f8:: in I- PT�-f - I + a iu- Fu J 0 REPLACEMENT OF HVAC FILTERS AT KROGER DISCRETION. L REMOVE EXISTING 10 1 FLOORING, PREPARE D-108 P. PROTECT WARRANTY MATERIALS TO REMAIN (ROOFING, MEAT SUBSTRATE FOR NEW MECHANICAL, TECHNOLOGY, ETC) SEAFOOD - - - - - - - FLOORING. RE: SERVICE SERVICE COORDINATE WITH 11.4. Q. REFER TO ASD -1 62A FOR TEMPORARY INTERIOR CONSTRUCTION PARTITION. % vw\ WINE F R. REFER TO DEMOLITION REFLECTED CEILING PLAN FOR EXTENT SALES P-:Mq Pl:rq 10 BAKERY OF SOFFIT REMOVAL. COOLER >1 F 4 -1 F 4 --1 BAKERY BAKE SERVICE r- ir -1 F 4 -1 F 4 -1 FREEZ D-1 06 D-106 -106 HH 9 T­::IFT 9 L -1L J L.1L I KEYNOTES D-1 01 REMOVE COLUMN. COORDINATE W/ STRUCTURAL DRAWINGS FOR BRACING OF EXISTING STRUCTURE. D-1 06 REMOVE COLUMN WRAP. PREP FOR NEW COLUMN WRAP -108 L -L- J D-1 07 REMOVE FLOOR FINISHES COMPLETE DOWN TO SLAB. "s, I I ", I - PREPARE FOR NEW FINISH SURFACE _; FFIT r -r -I D-1 08 REMOVE ALL DECOR AND WALL FINISHES AND PREPARE lu- L -L -.i SURFACES TO RECEIVE NEW FINISHES AND DECOR F 4 -1 F 4 -1 PACKAGE L] I H I Al HH HH HH D-110 REMOVE COOLER/FREEZER, ALL RELATED MEP DEVICES AND ANY PARTITIONS BUILT ON TOP OF COOLER F 4 -1 F 4 -1 BAKERY 1 11 1 1 11 1 \\ - CLEAN HH HH HH OWNER L -1L J L .1L I r F=O 1111 1111 1111 -1> < I C� UP \0o, 1> 8 8 REMOV DOOR, FRAME HH HH HH TO REMAIN. REMOVE EXISTING N FLOORING, PREPARE 1 11 1 LIU SUBSTRATE FOR NEW 1BAKERY 1 1- 4 -1 FLOORING. RE: PREP ir 1 1 1 11 1 L -J COORDINATE WITH 11.4. Ir 1 11-4-1 4 -A 1 11 1 5960 CASTLEWAY WEST DR. INDIANAPOLIS, IN 46250 DELII 1-4-1 K.M.A.: CENTRAL PREP 1 11 1 HH HH HH ISSUE/REVISION 1-4-1 11/01/2017 113 1111 lill 1111 BID & PERMIT u 11 D-1 06 HH HH HH L- U < D-106 D-106 11/14/2017 r -1 4 ADDITIONAL SCOPE ADDENDUM NO 2 7 11 1 -1 14H HH - 14H 7 L A 11 L JL J L JL J > ALL ITEMS CURRENTLY ON OR ADJACENT TO WALLS WHICH WILL IV RECEIVE NEW FINISHES SHALL BE DISCONNECTED, STORED AND REMOVE EXISTING FLOORING L - - - - - - - - - - - - - - - - - REINSTALLED BY THE APPROPRIATE TRADES. COORDINATE C2 .10 ONLY AS NEEDED TO REMOVE G.C. TO ABANDON EXISTING DELI WALKER DUCT AT CHECKOUT. TEMPORARY INSTALLATION OF EQUIPMENT ON THESE WALLS WITH SERVICE FLORAL COOLER, PREPARE FILL IN WITH CONCRETE, THE KROGER PM. ADJUST RECESSED BOXES AS REQUIRED DUE TO SUBSTRATE FOR NEW REMOVE DOOR, FRAME NEW FINISHES. FLOORING. RE: COORDINATE PATCH FLOOR ONLY ASrM TO REMAIN. TF, WITH 11.4. NEEDED. REMOVE FLOOR FINISH AS REQUIRED DUE TO CONCRETE WORK. RE: AD -1.1.1 FOR LOCATIONS OF CONCRETE WORK. n D-110 A REMOVE COLUMN WRAPS AS NOTED THROUGHOUT SALES AND PREP F> 10 F JI AREAS AND PREPARE FOR NEW. V L: :j WOMEN'S rl I lu ALL EXISTING REMOVABLE POSTS, CASE PROTECTION AND BOLLARDS RESTROOM 1 L LL D-1 07 THROUGHOUT STORE WHICH ARE NOT TO BE UTILIZED IN FINAL JL t-iij IIH D-1 08 LAYOUT ARE TO BE CORE DRILLED OUT TO A MIN. DEPTH OF 2" AND I- Ell 1 1 /#1 CONCRETE IS TO BE PATCHED TO MATCH EXISTING. -j- Ww 1 4 f 6 u 1E 1 FLORAL IIH lilt 6 PREP ALL EXISTING FINISHES TO BE REMOVED IN AREAS DESIGNATED TO MEN'S M U :j 41 MEMO oil* RECEIVE NEW FINISHES PER DECOR DRAWINGS. ALL SURFACES TO BE RESTROO E9- M X I R ell PREPPED FOR INSTALLATION OF NEW FINISHES. IF EXISTING < D-107 REMOVE DOOR, FRAME SHEATHING IS NOT SUITABLE FOR INSTALLATION OF NEW FINISHES. M-1 11- JIF-] m > D-108 SECURE TO RF -WIN. ROOM CUSTOMER ACCOUNTING /N� D-106 < EXISTING SHEATHING MUST BE REPLACED WITH NEW. 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WITH I N-TH E -WALLS z 0 1 H.7 H.2 H.1 H G.8 G.7 G.1 G F.7 F.5 F E.9 E.5 E.4 E.1 D.9 D.8 D.6 D.5 D C.9 C.8 C.3 C 13.8 13.4 B A.8 A DOOR AND FRAME TO BE REMOVED COMPLETE WITH z -;� ALL HARDWARE. J-332 QW FLORAL, VESTIBULE, & PORTION OF W ry �- < DOOR TO REMAIN. f n- CART STORAGE AREA TO BE ow DEMOLITION FLOOR PLAN REMOVED COMPLETELY, INCLUDING L) BUT NOT LIMITED TO, ALL FIXTURES, 10679 N. MICHIGAN RD. SCALE: 3/32"=V-0" MEP ITEMS, WALLS, SOFFITS, E D.9 D.8 D.6 D.4 D C.9 C.8 C.3 C 13.8 CARMEL, IN 46077 ELECTRICA9 D -r Ir 0 CEILINGS, AND ITEMS ABOVE + d MEZZ CEILINGS. COORDINATE REMOVAL 0 OFFICE OPEN COMMISSION NO. 517344 WITH NEW LAYOUT. JOFPFICE STAIR 0 ISSUE DATE EL SHEET TITLE 00 u- DEMO FLOOR >5 < w '0- W PLAN/ FIXTURES ow m 7- -7--- X 0z z< + MEZZANINES R- I-- vi 0 ry =)LLJ 0 F- E wo 'D [L C� > wo 0 Z: LL z SHEET NO. F- 0 z E OVIE 00 M' rl 0 RE. M IN. =F mi 0 OFFICE MEZZANINE DEMO PLAN 00 AD1 01 -W 00 CALE: 3/32"=V-0" (0 C) S w C� m a- 1 0 2015 Cole+Russell Architects, Inc. L :E b U) z z Z 0 W 0 < Lu w w W 0 u - z + w uj 0 0 0 z �- E- z Z w w U) Z 0 00 0 �- 00 uj = Q_ F- X ry W W w z 0 b � z U) -;� in 0 w w ry C -w 0 0 00 - UJ u- > 5 w 0 - CO w X W 0 z z E- 0 ry 0 D w 0 F- E 0 'D C� > w 0 0 LL U) Lij z Lu mi 0 Z) r) u �� 00- W 00 F- M Lij 0. �- m CL L 7 SCALE: 3/32"=l' -O" 0 FAil MECHANICAL MEZZ. DEMO CONCRETE PLAN- Ae SCALE: 3/32"=V-0" AA --] F I E D.9 D.8 D.6 DA ELECTRICAL D C.9 C.8 C.3 C 13.8 Q: MEZZ OFFICE r— OPEN STORAGE) OFFICE STAIR A' ///Tt SCALE: 3/32"=l'-0" 7 VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH WORK. A. ITEMS SHOWN AS DASHED ARE TO BE REMOVED UNLESS NOTED OTHERWISE. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION AND PATCHING BY THE GENERAL CONTRACTOR. B. THE OWNER SHALL RESERVE THE RIGHT TO CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTOR DISPOSING OF THEM OFF SITE. C. CMU OR CONCRETE WALLS TO BE REMOVED SHALL BE REMOVED TO A POINT 2 IN.(MIN.) BELOW THE EXISTING FLOOR SLAB (UNLESS SETTING ON SLAB). PATCH WITH NEW CONCRETE TO BE FLUSH WITH THE EXISTING FLOOR SLAB. D. AFTER THE DEMOLITION OF MATERIALS, THE RESULTING EXPOSED SURFACE SHALL BE SMOOTH, FLUSH WITH EXISTING CONDITIONS, FREE OF ALL LOOSES OR DAMAGED MATERIAL AND PREPARED PRIOR TO RECEIVING NEW FINISHES. E. FLUSH EXISTING WATER AND SANITARY LINES AFTER DEMOLITION WORK F. MATERIALS OF DEMOLITION SHALL BE DISPOSED OF LEGALLY OFF SITE UNLESS DIRECTED OTHERWISE BY OWNER. G. DEMOLITION CONTRACTOR IS TO VERIFY HIS WORK IN THE FIELD WITH THE DEMOLITION DRAWINGS. REPORT DISCREPANCIES TO THE ARCHITECT. H. CONTRACTOR SHALL NOTIFY OWNER IN ADVANCE WHEN OWNER REMOVED ITEMS NEED TO BE REMOVED. 1. MAINTAIN ALL EGRESS EXITS AND LIFE SAFETY DEVICES WHILE PERFORMING DEMOLITION WORK. COORDINATE EXITING WITH OWNER AND LOCAL FIRE DEPARTMENT BEFORE COMMENCING WORK. J. COORDINATE WITH XF1 AND F -I FOR REFRIGERATED CASES TO BE REMOVED. K. DEMOLITION WORK IN PREP AREAS TO OCCUR AT NIGHT. SEE KROGER REPRESENTATIVE FOR ADDITIONAL INFORMATION. L. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DUST PARTITION PROTECTION OF AREAS TO REMAIN OPERATIONAL OR REPLACEMENT OF HVAC FILTERS AT KROGER DISCRETION. M. RESPECT & PROTECT WARRANTY MATERIALS TO REMAIN (ROOFING, MECHANICAL, TECHNOLOGY, ETC) N. REFER TO ASD -1 62A FOR TEMPORARY INTERIOR CONSTRUCTION PARTITION 0. AREAS ON CONCRETE DEMOLITION PLAN MAY NOT BE ALL INCLUSIVE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY UTILITY EXTENTS WITH MEP'S. CORE DRILL OUT ALL EXISTING REMOVABLE POSTS AND CASE PROTECTION NOT TO BE USED IN NEW FIXTURE PLAN LAYOUT. PATCH CONCRETE AT CORE DRILLED AREAS TO MATCH EXISTING. ALL EXISTING REFRIGERATION, ELECTRICAL, AND PLUMBING STUB UPS NOT REUSED IN NEW DESIGN TO BE CUT BELOW CONCRETE SLAB, CORED OUT AND REFILLED AT THESE LOCATION. G.G. TO PURCHASE MATERIAL (RAPID SET) TO REFILL HOLES FROM QUESTMARK. ALTERNATE MATERIAL MADE BY ARDEX MUST BE APPROVED BY KROGER P.M. F -A 11001 S11:8 III];] I w*1 tell -4:1111 DIM IN 4:4 0411111110:12 8 119 11 Aill 8 1 111:10:10 E FLOOR SLAB TO BE REMOVED. REFER TO CONCRETE PLACEMENT PLAN FOR FLOOR SLOPES AT NEW CONCRETE. CUT ALONG EXISTING CONTROL JOINTS UNLESS OTHERWISE NOTED. lljp��11111IIIIJ -0.0 Nml LO fl - to C -j C� CIS 69 C" C:' 0 00 03 '03 -�ID 2 'CO3 C' C' cc 2 C�:) LO C) Lu Cn -i Lu > ON '0 L -X creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS FACILITY ENGINEERING 5960 CASTLEWAY WEST DR. INDIANAPOLIS, IN 46250 K.M.A.: CENTRAL ISSUE/REVISION 11/01/2017 BID & PERMIT PROJECT TITLE WITH I N-TH E -WALLS J-332 190 0 g WWII mol LY41 Q M 10 1154 1*111FAFA COMMISSION NO. 517344 ISSUE DATE SHEET TITLE DEMO CONCRETE PLAN + MEZZANINES SHEET NO. AD1 01 ml 0 2015 Cole+Russell Architects, Inc. :E b U) z z Z 0 W 0 < P: Lu w w W 0 u - z + w uj 0 0 0 z �- E- z Z w w CO Z 0 00 0 �- 00 uj = Q_ F- X ry W W w z 0 b � z U) -;� in 0 w w ry C -w 0 0 00 - Ir CL Lu u- > 5 < w 0- W w X W 0 z z E- I- vi 0 ry D w 0 F- E 0 (D C� > w 0 0 LL U) Lij z Lu mi 0 Z) r) 0 �� 00- W 00 F- (0 C) F- M Lij 0. F- m CL L 7 E.7 E ......... ECTRICAL ROOM COMPRESS ROOM D.7 D.4 D. 1 D C.7 AND ANY PARTITIONS BUILT ON TOP OF COOLER D-301 REMOVE DROP SOFFIT AND BRACING D-313 REMOVE DROP CEILING AND ALL FRAMING. LIGHTING AND SUPPORTS. D-318 REMOVE TRACK LIGHTING AND SALVAGE FOR REUSE. RE: A1.3 AND SPECIALTY LIGHTING PLAN FOR ADDITIONAL C� INFORMATION. CI) 19 co C:) C') C�o C'4 Cj a- Cq It- GE ERATOR 00 M �n N N N N z w (D C) r-- C:� to LO -=) co rl- u') Z-� Z-3 265 Lu > Z 0 � BREAK N Nil Ni IN I — - /,--m ROOM �ANY �ON REPLACE DAMAGED J. B D BD. ONLY AS NEEDED. LY S A NEEDE MEN'S -7`,-:-- 7: RE TROOM WOMEN'S RESTROOM 12 MECHANICAL MEZZ. DEMO REF. CEILING PLAN SCALE: 3/32"=V-0" RZ, j REFLECTED CEILING DEMOLITION PLAN- Ao"N SCALE: 3/32"=V-0" A 'RAW --1 F E D.9 D.8 D.6 D.4 ELECTRICA D C.9 C.8 C.3 MEZZ OFFICE OPEN STORAGE OFFICE -I -T- I— I IN Fil F---] i -4 4- -4-11— OFFICE MEZZ. DEMO REF. CEILING PLAN - SCALE: 3/32"=V-0" C 13.8 7 VERIFICATION NOTE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CLEARANCES BEFORE STARTING CONSTRUCTION. COMMENCEMENT OF WORK CONSTITUTES ACCEPTANCE OF CONDITIONS. SHOULD DIFFERENT CONDITIONS BE ENCOUNTERED, CONTACT ARCHITECT BEFORE PROCEEDING WITH WORK. A. ITEMS SHOWN AS DASHED ARE TO BE REMOVED UNLESS NOTED OTHERWISE. REFER TO PLUMBING, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION AND PATCHING BY THE GENERAL CONTRACTOR. B. THE OWNER SHALL RESERVE THE RIGHT TO CLAIM ANY MATERIALS THAT ARE BEING DEMOLISHED PRIOR TO THE CONTRACTOR DISPOSING OF THEM OFF SITE. C. "CEILING" DENOTES CEILING MATERIALS INCLUDING SUSPENSION SYSTEMS, ADHESIVE RESIDUALS, MOLDINGS, UP TO BUT EXCLUSIVE OF STRUCTURAL MATERIALS. D. AFTER THE DEMOLITION OF MATERIALS, THE RESULTING EXPOSED SURFACE SHALL BE SMOOTH, FLUSH WITH EXISTING CONDITIONS, FREE OF ALL LOOSES OR DAMAGED MATERIAL AND PREPARED PRIOR TO RECEIVING NEW FINISHES. E. MECHANICAL, ELECTRICAL, AND PLUMBING ITEMS THAT ARE CAPPED AND ABANDONED SHALL BE LOCATED BEHIND FINAL FINISH SYSTEMS. FILL HOLE WITH MATERIAL FLUSH AND SMOOTH TO MATCH ADJACENT SURFACE. F. MATERIALS OF DEMOLITION SHALL BE DISPOSED OF LEGALLY OFF SITE UNLESS DIRECTED OTHERWISE BY OWNER. G. DEMOLITION CONTRACTOR IS TO VERIFY HIS WORK IN THE FIELD WITH THE DEMOLITION DRAWINGS. REPORT DISCREPANCIES TO THE ARCHITECT. H. CONTRACTOR SHALL NOTIFY OWNER IN ADVANCE WHEN OWNER REMOVED ITEMS NEED TO BE REMOVED. 1. MAINTAIN ALL EGRESS EXITS AND LIFE SAFETY DEVICES WHILE PERFORMING DEMOLITION WORK. COORDINATE EXITING WITH OWNER AND LOCAL FIRE DEPARTMENT BEFORE COMMENCING WORK. J. DEMOLITION WORK IN PREP AREAS TO OCCUR AT NIGHT. SEE KROGER REPRESENTATIVE FOR ADDITIONAL INFORMATION. K. CONTRACTOR TO PROVIDE TEMPORARY SUPPORT OF ALL ELECTRICAL, HVAC AND/OR LIGHTING DEVICES TO REMAIN AT CEILING DEMOLITION AREAS. L. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN DUST PARTITION PROTECTION OF AREAS TO REMAIN OPERATIONAL OR REPLACEMENT OF HVAC FILTERS AT KROGER DISCRETION. M. RESPECT & PROTECT WARRANTY MATERIALS TO REMAIN MECHANICAL, TECHNOLOGY, ETC) N. REFER TO ASD -1 62A FOR TEMPORARY INTERIOR CONSTRUCTION PARTITION 0. REFER TO SPECIFICATIONS REGARDING CEILING PANEL RECYCLING. D-110 REMOVE COOLER/FREEZER, ALL RELATED MEP DEVICES LO fl - to AND ANY PARTITIONS BUILT ON TOP OF COOLER D-301 REMOVE DROP SOFFIT AND BRACING D-313 REMOVE DROP CEILING AND ALL FRAMING. LIGHTING AND SUPPORTS. D-318 REMOVE TRACK LIGHTING AND SALVAGE FOR REUSE. RE: A1.3 AND SPECIALTY LIGHTING PLAN FOR ADDITIONAL C� INFORMATION. LIGHTS TO REMAIN IN EXISTING LOCATIONS. LIGHTS TO BE REMOVED. COORDINATE WITH KROGER PROJECT ENGINEER FOR REMOVAL OF FIXTURES. STRIP FLUORESCENT LIGHT FIXTURE TO REMAIN. STRIP FLUORESCENT LIGHT FIXTURE TO BE REMOVED. LIGHTS TO REMAIN IN EXISTING LOCATIONS. LIGHTS TO BE REMOVED. 0 CAN LIGHT FIXTURE TO REMAIN. WALL MOUNTED LIGHT FIXTURE TO REMAIN. WALL MOUNTED LIGHT FIXTURE TO BE REMOVED. EXIT LIGHT TO REMAIN. 40 EXIT LIGHT TO BE REMOVED. TRACK LIGHTING TO BE REMOVED. EXTENT OF CEILING GRID TO BE REMOVED. 4- -9- CEILING GRID TO BE REMOVED. CEILING GRID TO REMAIN. GYPSUM BD. SOFFIT TO BE REMOVED. ALUMINUM SOFFIT TO BE REMOVED. EXEGITED BT: XXX 'ItEVIDLIED BY: XXX ON creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS FACILITY ENGINEERING 5960 CASTLEWAY WEST DR. INDIANAPOLIS, IN 46250 K.M.A.: CENTRAL ISSUE/REVISION 11/01/2017 BID & PERMIT PROJECT TITLE WITH I N-TH E -WALLS J-332 10679 N. MICHIGAN RD. CARMEL, IN 46077 COMMISSION NO. 51734,', ISSUE DATE SHEET TITLE DEMO REFLECTED CEILING PLAN/ SPECIALTY LIGHTING SHEET NO. AD1 02. 0 2015 Cole+Russell Architects, Inc. LO fl - to 2:1 00 OR C� CIS CI) 19 co C:) C') C�o C'4 Cj a- Cq It- M (D cc Lo z w (D C) r-- C:� to LO -=) co rl- u') Z-� Z-3 265 Lu > Z 0 ON creating extraordinary spaces www.cr-architects.com 800.469.4949 CONSULTANTS FACILITY ENGINEERING 5960 CASTLEWAY WEST DR. INDIANAPOLIS, IN 46250 K.M.A.: CENTRAL ISSUE/REVISION 11/01/2017 BID & PERMIT PROJECT TITLE WITH I N-TH E -WALLS J-332 10679 N. MICHIGAN RD. CARMEL, IN 46077 COMMISSION NO. 51734,', ISSUE DATE SHEET TITLE DEMO REFLECTED CEILING PLAN/ SPECIALTY LIGHTING SHEET NO. AD1 02. 0 2015 Cole+Russell Architects, Inc. GENERAL NOTES 1 . ALL INSULATED PANELS ARE PROVIDED BY KROGER 2. ALL INTERIOR DIMENSIONS ARE TO FACE OF SUBSTRATE. E.7 E D.7 D.4 D.1 D C.7 3. ALL METAL STUDS IN INTERIOR PARTITIONS TO BE 3 5/8" UNLESS OTHERWISE NOTED. REFER TO A3.1/A3.2 AND SPECIFICATIONS 13 G=-NERATOR BREAKROOM 4. CASE PROTECTION REQUIRED AT CORNERS OF FIXTURES ELECTRICAL 0 ROOM -A-2-1 0-� SUBJECT TO DAMAGE. RE: FIXTURE PLAN FOR QUANTITIES AND i F213� LOCATIONS OF REMOVABLE POSTS AND CORNER GUARDS ROOM AMEN'S F-2-1-6-] 0 RESTROOM (GE63, GE63C-24 AND GE63CS). COORDINATE INSTALLATION 1-= WITH FINAL FIXTURE PLACEMENT. RE: ASD -1 60 AND ASD -1 60A MEN'S FOR CORNER GUARD INSTALLATION INFORMATION. REMOVABLE EXECUTED BY: JAS =j RESTROOM POSTS AND CORNER GUARDS TO BE SUPPLIED AND INSTALLED WATER HEATER 212 BY CONTRACTOR. REVIEWED BY: KAP RESSOR ROOM ROOM LO fl - F215 5. PIPE BOLLARDS GE64-X ARE SUPPLIED AND INSTALLED BY CONTRACTOR. RE: ASD -1 54 AND ASD -1 54A. 1531 0 0 0 C -j C� 6. ALL GWB, MR BD, CEMENTITIOUS BACKER BD AND INTERIOR 19 CO 12 PLYWD IS TO BE 1/2". C6 �3 CL MECHANICAL MEZZANI�E PLAN 7. REFER TO SHEET A3.2 AND A3.2.1 FOR WALL TYPES. C., i!� i�7 ccq:l 6 M co cts SCALE: 3/32"=V-0" 0 15 8. REFER TO SHEETS A5.1.1, A5.1.2, A5.1.3 & A5.1.4 FOR ASD 0 0 STANDARD DETAILS. Z6 -. > �r (coo a) :g H.3 H G.5 G F.6 F E.7 E D.7 D.4 D.1 D C.7 C B.3 B A.5 A 9. REFER TO FIRE ALARM DRAWINGS FOR FIRE ALARM & ANNUNCIATOR PANELS. 0 �0 10. REFER TO SHEETS ET -1.2 FOR KEYPADS. < a 11. CONTRACTOR TO PROVIDE AND INSTALL'BUILDING PLAN Cc 2 m 0 STORAGE BOX'. RE: GISD-24 FOR ADDITIONAL INFORMATION. > Lo z w CD f-- C:> to CD LO C> 12. RE: 22/i5.2 FOR FRAMING OF STUD WALLS AT INSULATED PANEL DOOR& Lu Cn _j Z�- uj 13. FIRE EXTINGUISHERS SHALL BE A MINIMUM 4A:10BC RATING AND > INSTALLED WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET. ET, 0 u0j 14. FIRE EXTINGUISHERS SHALL BE PROVIDED AT ALL TIMES DURING C: CONSTRUCTION WITH A MAXIMUM TRAVEL DISTANCE OF 75 DOCK FEET. 0) 1 136 15. LOCATE HINGE SIDE OF DOOR JAMBS 4" FROM ADJACENT WALL (1) E- U.N.O. (1) 70 G C TO PREPARE + CONCRETE FLOOR TO BE SEALED. RE: 11.4 PRODUCE PRODUCEI I I I I I I I I COOLER PREP KEYNOTES (1) I F -12-71--i [-LL28 I I I I I I I 4-j 03-035 CONCRETE CURB. RE: ASD -6 OR ASD -6A. FLARE CURB w AROUND HUB DRAIN EDGE AS REQUIRED TO PROVIDE A 13 ...... . ................................ 13 MIN. OF 2" CONCRETE AT BACKR SEAFOOD bRDERING MEAT 03-035 05-016 METALLADDER COOLER OFFICE FREEZER MEAT MEAT MEAT 11-018 COOLER PREP COOLER 03-035 1 DAIR ROCER 05-040 STAINLESS STEEL COLUMN WRAP. RE: ASD -63 -7 11-023 03-035 �135 137 1 - �139 03-035 COOL 4FREEZER 05-046 STAINLESS STEEL CORNER GUARDS. RE: 1/A6.1.2 AND creating extraordinary spaces 03-035 BACKROOM 143 www.cr-architects.com BACKROOIA E-1-30--] wiDELI Fl -30-1 w ww ww 11 STORAGE 03-035 - 129 05-072 WRAP COLUMN PER ASD -157 CONSULTANTS COOLER BREAKROOM STAIR L --F 1-4-1-1 'B' 03-035 03-035 09-018 FILL IN SPACE NOT VISIBLE TO CUSTOMER WITH 03-035 - 03-035 301 PLYWOOD. WHERE VISIBLE TO CUSTOMER: FILL IN SPACE El Ej X 11-018 139 3/4" OR LESS WITH BACKER ROD AND CAULK, FILL IN GD 1=32 130B F� up 130C SPACE GREATER THAN 3/4" WITH WOOD BLOCKING OR I L 11-018 11-018 11-015 STUDS AND COVER WITH GWB. ALL JOINTS TO BE FILLED TO TOP OF COOLER/FREEZER FINISHED CEILING. 12 - ------- T- - 12 09-019 DROP SOFFIT. RE: 5/A5.2 AND 6/A5.2. 09-020 DROP SOFFIT WITH DRYWALL HELD 2'-0" FROM 130A 11 1 5-061 �S-061 11 C05 EED 09-076 ROUTE 1/2" COPPER PIPING FROM HELIUM TANK THRU 8" DAIRY T ABOVE COUNTER EQUAL TO WESTERN MODEL 05-06 SALES 10 MEAT '1441 10 312-RPB-62HGV-2. COORDINATE FINAL LOCATION IN FIELD SEAFOOD WITH KROGER PM. SERVICE SERVICE 11-015 FLY TRAPPER - MOUNT AT 4'4' A.F.F. TO BOTTOM 131 132 11-018 PROPORTIONER 11-023 IDF CABINET - RE: LOW VOLTAGE DRAWINGS 12-014 MOP/BROOM RACK. PROVIDE WOOD BLOCKING AS REQUIRED ADULT 22-008 ELECTRIC WATER COOLER. RE: ELECTRICAL AND BEVERAGES BAKERY BAKERY PLUMBING DRAWINGS E-1-20--] G.C. TO INFILL OPENINGS IN SALES 26-006 EAS DEVICE - RE: ELECTRIC DRAWINGS DROP SOFFIT. VERIFY - 126 05-072 05-072 26-018 TASK LIGHTING OVER FLORAL WORKSTATION. OPENINGS IN FIELD. F -121� z COORDINATE WITH FINAL FIXTURE PLACEMENT. BAKERY 32-019 BIKE RACK. RE: 1/A5.2 PREPW 05-072 122 ALIGN IBAKERY _fREEZER 125 11-Ulb G.C. TO INFILL EXISTING WALL V�HERE OVEf+- WAS REMOVED. PROVIDE 4ND INSTALL ALIGN STAINLESS STEEL PANEL ON SALES SIDE BAKE 05- 6D, AND WHITE FRP ON PREP SIDE. PREP" BAKERV SALES SALES ADDITIONAL SCOPE 11-018 CLEAN UP E-1-02-7] F1021 PAINT EXTERIOR OF NEW HOLLOW METAL EGRESS DOORS TO MATCH OWNER 117 ALIGN, 00 05-040 1 12-0 4 05-072 05-072 EXISTING 10 6y,, 11-015 8 lei 8 ANY EXTERIOR IMPROVEMENTS ARE THE RESPONSIBILITY OF THE ....................... 05-072 GENERAL CONTRACTO I TO COVER LOW VOLTAGE WHILE PAINTING. 05-061 1 V-7" 12'-7" ALIGN ADD STAINLESS STEEL TRIM AND RUBBER STAIR TREAD TO EXISTING 11-015 '1� 4'-0" CURBS IN VESTIBULE. ALIGN MURRAY'S DELI 11-018 CHEESE TZ EXISTING BOLLARDS SURROUNDING KROGER BUILDING TO BE PREP 119 FACILITY ENGINEERING 11-015 C? REPAINTED. RE: SPECIFICATIONS 5960 CASTLEWAY WEST DR. INDIANAPOLIS, IN 46250 09-019 K.M.A.: CENTRAL 7-6-- REPAINT PAINTED CMU, LINTELS, AND ALL HOLLOW METAL DOOR 11-018 FRAMES ALONG EXTERIOR OF BUILDING TO MATCH EXISTING. ISSUE/REVISION 11/01/2017 C9 b BID & PERMIT REMOVE EXISTING UNUSED SATELLITE DISHES & ANTENNAS FROM 05-072 ROOF. VERIFY UNUSED SATELLITES & ANTENNAS WITH KROGER PM 11/14/2017 PRIOR TO REMOVAL. PATCH AND REPAIR ROOF IN A WAY THAT ADDENDUM NO. 2 7 11-018 7 MAINTAINS ROOF WARRANTY. 11/17/2017 El DE=LI ALL HOLLOW METAL DOORS AND FRAMES TO BE REPAINTED. A2 ADDENDUM NO. 3 05-040 ISLAND SALES INTERIOR TO MATCH DECOR COLOR AND EXTERIOR TO MATCH DELI FITE 002-� PREP PRODUCE EXISTING. DELI RAW SALES COOLER CHECKLANES EXTERIOR BUILDING SIGNAGE TO BE REPLACED BY KROGER. KROGER TO REMOVE EXISTING AND INSTALL NEW. G.C. RESPONSIBLE FOR 11-015 05-061 SELF FYI rvi PATCH AND REPAIR OF EXISTING BUILDING AND ALL FINAL CHECKOUT CONNECTIONS 05-061 F152 PHARMACY DELI FREEZER 102B KROGER FOOD & DRUG OPEN 24 HOUR PHARMACY WOMEN'S 145 RESTROOM 05-061 SALES NOTES F102 M ASE PROTECTION 6 E 1 6 CASE PROTECTION IS REQUIRED AT CORNERS OF FIXTURES STAIR MEN'S FLORAL 171-1 11Y911 ACCOUNTING 'A' SUBJECT TO DAMAGE. RE: FIXTURE PLAN FOR QUANTITIES AND RESTROOM SALES COUSTOMER 148 300 LOCATIONS OF REMOVABLE POSTS AND CORNER GUARDS F 1-0-3-1 SERVICE SECURED COUNSEL (GE63, GE63C-24 AND GE63CS). COORDINATE INSTALLATION 26-006 26-006 150 STORAGE WITH FINAL FIXTURE PLACEMENT. RE: ASD -1 60 AND ASD -1 60A 4'-11 E14� 05-072 FIX E-14 �6 145 12-1 14'-7" 23'-9" 05-072 STORAGE FOR CORNER GUARD INSTALLATION INFORMATION. REMOVABLE 6-5" 11, 6-11" 147 05-072 POSTS AND CORNER GUARDS TO BE SUPPLIED AND INSTALLED u ------- f 5 BY CONTRACTOR. 5 _71-2 22-008 300 05-061 r-77777-\ PROVIDE WOOD BLOCKING AT THE FOLLOWING LOCATIONS: 2611111 SEATING (0 LAJ FLORAL 26-006 -8" PREP I- >- 1 00C FIRE EXTINGUISHERS < 104 A GATES CASEWORK WALLS z 4 - - - - - - - - - - - - - - - - - - 6-4" 109B 4 -1 T �-F CAR'I CORRAL'A' V CLICK' I$, -T--- INSTALL PLYWOOD ON WAL AT U) 1-6-4 1 0 CASEWORK UPPER AND LOWER CABINETS OW ESTIBULE il- 23 L 7'-9" 1 0 HOSE RACKS 'A' u3 -03b '-0" L.3'-11" I, - CARTS. 4'HIGH FRT. L7 :7 1 109 01 u 01 1 .1 r%n I co I - z 3 ALIGN TOILET PARTITIONS AND ACCESSORIES (RE: A4.1 FOR VESTIBULE L,&-7" L, 4 ADDITIONAL INFORMATION AND F1 FOR FINAL QUANTITIES AND -7 'B' 03-0 15 C� 0 < 3 0. W 13'-6" 05-046 LOCATIONS) u- E-1-08-71 (1 OOA) WALL MOUNTED DESKS (RE: GISD-1 5 AT INSULATED PANELS) I:E z 2 T uj w 477- 0 R- 0 cd 32-019 4 0 0 AIGN 32-019 z 019 WALLS TO FOLLOW BLOCKING 1ATTERNS INDICATED IN GISD R- z zw WRAP EXIST NG K SFLORAL FLORAL G.C. TO TUCK POINT THE DO T 0 POT RACKS w U) :E Z ST -ARB C 00 STORAGES 'ORAGE COOLER �TO eZVIDE AND I OPENINGS WITH BOTTOM THREE FEET OF 0 �- G.C. TO PROVIDE AND 0 MOP/BROOM RACKS 00 uj � INSTALL U -SHAPED BIKE F-10-7-1-- 106 1 105 INSTALL,U-SHAPED BIKE GYP. BD. THE THE EXTERIOR OF THE To_ RACKS HAND LAVATORIES PROJECT TITLE R- X RACKS ry W STAIR HANDRAILS AND GUARDRAILS LU W WEEPS AND MATCH STORE. MAINTAIN EXISTING FLAT SCREEN WALL MOUNTED TELEVISIONS (RE: 11.1 AND WITH I N-TH E -WALLS EXISTING MORTAR COLOR. z ELECTRICAL POWER PLANS FOR LOCATIONS) 0 H.7 H.2 H. 1 H G.8 G.7 G. 1 G F.7 F.5 F E.9 E.5 E.4 E. 1 E D.9 D.8 D.6 D.5 D C.9 C.8 C.3 C B.8 B.4 B A.8 A 0� z ui;� J-332 �- in G.C. TO SAWCUT AND AT EXISTING SILL, ow w ry P OVI D I- < TRENCH SIDE WALK FOR R I E AND INSTALL LEGEND kco M P -ER R\11 f 17, LL la ca� ECD (2-01D ED SEAFOC S � ERV C NEW DRAINAGE PIPE TO FLAT ALUMINUM UTILITY w FLOOR PLAN PARKING. TRENCH COVER THRESHOLD TO COVER DOORTAG 10679 N. MICHIGAN RD. SCALE: 3/32"=V-0" ELECTRICAL TO MATCH ADJACENT GAP BETWEEN INTERIOR CARMEL, IN 46077 E D.9 D.8 D.6 D.4 MEZZ D C.9 C.8 C.3 C 13.8 WINDOW TAG DIAMOND PLATE COVER. SLAB AND EXTERIOR + 204 OPEN SIDEWALK. MAINTAIN E.C.R. OFFICE OFFICE 0 r20RAGE 1-77.7-1 r -0 -n -1-L- COMMISSION NO. 517344 PROPER OPERATION OF EXISTING WALL TO REMAIN � P 0 H F -L2-0-3- J DOOR. ISSUE DATE ui STAIR SHEET TITLE 0. 00 - 'A' NEW STUD WALL UJ u- 3001 > W < COOLER PANEL WALL FLOOR PLAN 0 w X= Fil F---] W�- 0 z z < 202 <w =0 D W 0 M 0 0 �- 0. C� "': 8'-5" '-T w 0 LL E w SHEET NO. Lu w z D W nio Z) r) 0 z �;, r2 OFFICE MEZZANINE PLAN Al 0 �� 0 0- 00 W F- F- A-1.1 SCALE: 3/32"=V-0" 01 (0 C) F- m 0 a- 0 2015 Cole+Russell Architects, Inc. L GENERAL NOTES 1. CONCRETE CONTRACTOR TO PROVIDE THE G.C. A "SEQUENCING PLAN" INDICATING HOW THE SLAB IS TO BE POURED E.7 E D.7 D.4 D.1 D C.7 1 1 2. REFER TO A5.x SHEETS FOR ALL ASD DETAILS G=NERATOR BREAKROOM 3. REFER TO SHEET A1.1 FOR CONCRETE CURB LOCATIONS. ROOM 4. REFER TO SHEET 11.4 FOR LOCATIONS OF SEALED CONCRETE. ELECTRICAL T ROOM r 213 WOMEN'S r216] 0 RESTROOM 5. ALL SLAB ELEVATIONS ARE AT 0'-0" U.N.O. rMEN'S 6. PATCH HOLE / REPAIR DAMAGED FLOOR SURFACES WHERE EXECUTED BY: JAS RESTROOM PROTECTIVE GUARD POSTS AND CORNER GUARDS WITHIN THE .ER kCOMPRESSOR ROOM ---F212 SALES FLOOR WERE REMOVED AND PREPARE FLOOR TO REVIEWED BY: KAP WATER HEATER R\ RECEIVE NEW FINISHES. LO ROOM fl - F215 ---------- =1 00 7. PATCH HOLE / REPAIR FLOOR SURFACES WHERE PLUMBING AND C) OR CD C,4 00 0 0 0 ELECTRICAL APPURTENANCES WERE REMOVED. RE: PLUMBING CN C� F10 r___1 C= F- Cj m P0 AND ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. a- IP CO 118 12 ".) cli iL 8. VAPOR RETARDER REQUIRED UNDER NEW CONCRETE SLABS. u") C, CL It - MECHANICAL MEZZ. CONCRETE PLACEMENT PLAN REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. C ccq:l co cts SCALE: 3/32"=V-0" 9. SAWCUT JOINTS IN PREP AREA ON THE HIGH POINT OF THE 0 15 j� L2 0 0 - SLOPE. RESINOUS FLOORING MUST BE INSTALLED WITH > (coo CONTROL JOINTS TO MATCH. H.3 H G.5 G F.6 F E.7 E D.7 D.4 D.1 D C.7 C B.3 B A.5 A CN 0 0 -_0 Cc 2 z- w CD p� C:� w CD LO C> KEYNOTES co fl- U'� 03-051 COLUMN FOOTING. REFER TO STRUCTURAL DRAWINGS Lu Cn _j ui FOR MORE INFORMATION. > Z __j uj 03-070 EXTERIOR EGRESS PAD. RE: LEGEND ON A1.2 FOR C/3 THICKNESS 32-001 CONCRETE WALK. RE: CIVIL DRAWINGS DOCK 32-011 EDGE OF CONCRETE FLUSH WITH PAVING. RE: ASD -1 61 0) 1 136 32-029 SHOPPING CART ACCESS RAMP. RE:ASD-1 24B (1) E- (D 70 + PRODUCE PRODUCEI I I I I I I I I 4_j COOLER PREP I r- ­Tl27 /--L (D _L2L] I I 4_j w V !E 13 13 1 XX SEAFOOD bRDERING MEAT COOLER OFFICE FREEZER MEAT MEAT MEAT za I COOLER PREP COOLER DAIRY GROCER' 1 134 Tl35 137 �139 COOLER FREEZER�j creating extraordinary spaces ri www.cr-architects.com BACKROOIA G.M. BACKROOM �142 143 STORAGE F130-] DELI F130 ww ww ww __T COOLER Fl -40 BREAKROOM �129 STAIR CONSULTANTS X 'B' I r --j 301 1 EXTERIOR CONCRETE SLABS u 1z 1 12 49- - 12 T I F- I 1 1 1 11 DAIRY SALES *5" EXTERIOR FLUSH WALKS. 10 SEAFOOD MEAT 10 SIDEWALKS WITH VEHICULAR ACCESS. SERVICE SERVICE 4 GENERATOR PAD, EGRESS PAD FOR 131 132 *5" EXTERIOR BUILDING DOOR/STAIR, PAD FOR 1 1 4 1 1 1 RX/BANK DRIVE-THRU LANE, CUSTOMER v EAT %SEAFOC SEMRVICI SERVIC 4 ;4 PICK-UP PAD 0 *8" DUMPSTER/COMPACTOR PAD, DOCK RAMP, ADULT DSD PAD, BEVERAGES BAKERY BAKERY TRANSFORMER PAD. CONSTRUCT IN F-12-0 SALES COOLER I ACCORDANCE WITH UTILITY COMPANY 126 REQUIREMENTS PROVIDE 6x6 42 1b. (W2.9 x W2.9) WELDED WIRE FABRIC IN 9 BAKERY CENTER OF SLAB PREPW 06 122 1 BAKERY1 I I- I FREEZER 0 0 BAKERY SALES 0 0 o PREP'B' BAQV SALES ---I 0 CLEAN UP r-1-072 Fl 02 OWNER 0 8 8 LT L_- 4 4 4 4 MURRAY'S < DELI 4 SE 0 1 PREP 19 00 0 1 0 FACILITY ENGINEERING 0 4 MURR�AY SI 5960 CASTLEWAY WEST DR. INDIANAPOLIS, IN 46250 K.M.A.: CENTRAL =7=77� 4�' ISSUE/REVISION 14 11/01/2017 BID & PERMIT 11/14/2017 7 0 7 ADDENDUM NO. 2 DELI 4 0 0 ISLAND SALES 4 ill DELI RTE 4 r102 PREP PRODUCE DELI RAW SALES COOLER 0 CHECKLANES 0 SELF CHECKOUT - I DELI 0 r152 FREEZER 4 PHARMACY 145 WOMEN'S 4 RESTROOM 4 SALES E102� 6 T, �?4 6 0 1 0 1 1 1 1 STAIR MEN'S FLORAL ACCOUNTING 'A' RESTROOM SALES COUSTOMER 148 300 0 1 -5-1 4 SERVICE SECURED COUNSEL 0 r103 150 STORAGE 0 1 �4 F-14 9 RX E14�6 STORAGE D,4 4 �4 , 4, 4 5 5 SEATING FLORAL (D 4 PREP 03-051 < 4 44 z 4 __L_F '4 4 zu 4 4 OW VESTIBULE 4 DILICKLIST F- A' 4 4 4 Z af 0< 3 CA 4 3 ART VESTIBULE COC RT < 'B' F Lu RRAL'B' CORRAL'A' (1) 7 0 LL C/) 108 101 4 4' + zw 2 2 Lu � 6 1:0 w R- 0 w 00 LO z R_ z zw Ei-:: w U) 13'-0" 6-2" 3'_711 13'-0" :E Z STARBUCKS FLORAL FLORAL LEGEND =)O I I 00 STORAGE STORAGE COOLER 27-1 q 0 �- -7 00 106 105 011 INDICATES FINISHED CONCRETE SLAB ELEVATION. PROJECT TITLE uj w Mm (Z WITH I N-TH E -WALLS ­­ X ry W #ED FLOOR DRAIN. RE: MEP DRAWINGS zo H.7 H.2 H. 1 H G.8 G.7 G. 1 G F.7 F.5 F E.9 E.5 E.4 E. 1 E D.9 D.8 D.6 D.5 D C.9 C.8 C.3 C B.8 B.4 B A.8 A TD 0� TRENCH DRAIN. RE: MEP DRAWINGS z J-332 ow 32-029 w ry FE CATCH BASIN. RE: MEP DRAWINGS 32-011 o ui <0� CON w 0- CRETE PLACEMENT PLAN- i�7 10679 N. MICHIGAN RD. SCALE: 3/32"=V-0" w A1.2 ELECTRICAL n '11� MEZZ CARMEL, IN 46077 (0 - E D.9 D.8 D.6 D.4 D C.9 C.8 C.3 C 13.8 D -r Ir 0 + 204 OPEN OFFICE COMMISSION NO. 517344 0 r20RAGE E.C.R. OFFICE I— �202 CONCRETE FINISH P ISSUE DATE ui STAIR SHEET TITLE 0. 'A' ONCRETE SMOOTH FINISH. WHEN PLACING 00- /-t3OO NEW CONCRETE, DOWEL INTO ADJACENT SLAB W/ #4 CONCRETE Lu U_ >5 BARS @ 24" O.C. RE ASD -69 FOR ADDITIONAL �3 w 0- (0 W 7- -7 INFORMATION PLACEMENT ow 10 Fil XT 9 UJ , 0) 0z z < PLAN <= EXTERIOR CONCRETE E- I— vi w 0 F- E wo 'D 0. C� > wo 0 Z: LL z SHEET NO. z Lu OFFICE MEZZ. CONCRETE PLACEMENT PLAN mi 0 9 Z) n r2 u �� (Li 0 0- W Al 02 00 A1.2 SCALE: 3/32"=V-0" C� m a- I 1 0 2015 CoIe+RusseII Architects, Inc. L