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HomeMy WebLinkAboutG001 Code Analysis and General NotesUP UP UP UPUP UP 60" 60" 60" 30"x48" 48" 36" 24"24" 24" 24"24" 24" 24" 24" 24" 36" 30"x48" 30"x48" 30"x48" 30"x48" 30"x48" 30"x48"bh 30"x48"bh 30"x48"bh 30"x48"bh3 0"x4 8"bh 36"48" 48"S56 5857 18601848 18481848 18481836 18481848 1848W11 C12 C12C12 C12C12 C12C12C12W46W46W34 W11 W34 W46W461848 18481848 1848 trays plates plates bowls basket(chips etc.) basket(chips etc.) ( 0. 75~90,000~~2. 5") ( 0. 75~120, 000~~2. 5")C DHCHCAIROUTAIROUT AIRINCDDCH 1842HC HCE1E2 C1H1RA D1 CHE M CDGG G G HC C DC HHC D SRefrigerator 1. ALL WALLS ARE DIMENSIONED TO FINISH FACE UNLESS OTHERWISE INDICATED. 2. ALL GYPSUM BOARD ASSEMBLIES TO ACHIEVE FIRE RESISTANCE RATINGS INDICATED ON DRAWINGS ASTM C 36 3. ROOFING SHALL BE CLASS-A (MINIMUM). 4. ALL SILLS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED AND HAVE A CONTINUOUS SILL SEALER ON ENTIRE PERIMETER OF BUILDING. 5. ALL HANDICAPPED RAMPS SHALL BE BROOM FINISHED PERPENDICULAR TO SLOPE. CONTRACTOR MUST PROVIDE 0.8 SCOF ON ALL RAMPS. SLOPE RAMPS AT 1:12 (MAX). 6. MOISTURE RESISTANT BOARD SHALL BE USED AT ALL RESTROOM WALLS AND UTILITY ROOMS. 7. MAXIMUM FLAME SPREAD RATING ON ALL INTERIOR FINISH MATERIALS SHALL NOT EXCEED 200. 8. ALL EXPOSED MATERIALS FOR BALCONIES, SOFFITS, OVERHANGS, ETC. TO BE APPROVED EXTERIOR GRADE AND PER CODE. 9. FRAMING AT WINDOWS AND DOORS SHALL BE ADEQUATE TO MINIMIZE MOVEMENT AND LESSEN CRACKING OF EXTERIOR MATERIALS (DOUBLE STUDS REQUIRED IN SOME LOCATIONS). 10. ANY AND ALL PRECAUTIONS OVER AND ABOVE ANY SHOWN ON PLANS SHALL BE TAKEN BY CONTRACTOR TO MINIMIZE EXTERIOR MATERIALS CRACKING. 11. INSULATE ALL EXTERIOR WALLS WITH UNFACED FIBERGLASS PRESSURE FIT IN PLACE. R-VALUES AS SHOWN ON DETAILS. 12. CORROSION RESISTANT FLASHING IS REQUIRED AT THE HEAD, SILL, AND JAMBS OF ALL WINDOWS, ROOF OPENINGS, AND THE INTERSECTION OF ROOF AND FRAME WALLS. SEALANT TO BE USED AT THE TOP AND SIDES TO GUARANTEE LEAK-PROOF CONSTRUCTION. 13. ADD SEALANT TO ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, BETWEEN WALL PANELS, AND TO ALL PENETRATIONS OR UTILITIES THROUGH WALLS AND ROOFS. REFER TO LOCAL CODES FOR REQUIREMENTS. 14. PROVIDE BITUTHENE AT HEAD, JAMB, AND SILL OF ALL DOORS AND WINDOWS UNLESS OTHERWISE SHOWN ON DETAILS. 15. REFER TO SECTIONS AND DETAILS FOR HEADER SIZING. 16. INSTALL BLOCKING IN RESTROOMS FOR GRAB BAR LOCATIONS. MINIMUM BLOCKING SIZE TO BE 2X10. 17. PROVIDE 3 STUD MINIMUM AT ALL EXTERIOR CORNERS. 18. PROVIDE SOLID BLOCKING AND/OR DOUBLE JOISTS UNDER ALL PERPENDICULAR AND PARALLEL PARTITIONS AND STAIR OPENINGS. 19. ALL WORK AND EQUIPMENT TO BE FULLY GUARANTEED FOR ONE (1) YEAR FROM DATE OF FINAL PAYMENT AND ACCEPTANCE. 20. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PERSONALLY INSPECT THE WORK IN PROGRESS, AND AS A WHOLE, ASSURING THAT THE WORK ON ANY OR ALL OR PART OF THE PROJECT IS READY FOR PERIODIC AND/OR FINAL REVIEW, BEFORE CALLING UPON THE ARCHITECT AND OWNER TO MAKE THEIR SITE/PROJECT OBSERVATION VISIT OF THE WORK. 21. IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF, OR ATTIC SPACE. 22. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. 23. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 24. JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOORS OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE-RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE-RESISTANCE RATING OF THE WALL, FLOOR, OR ROOF OR IN BETWEEN WHICH IT IS IN STALLED. 25. FIRE-RESISTANT JOINT SYSTEMS SHALL NOT BE REQUIRED FOR JOINTS IN ALL OF THE FOLLOWING LOCATIONS: FLOORS WHERE THE JOINT IS PROTECTED BY A SHAFT ENCLOSURE; WALLS THAT ARE PERMITTED TO HAVE UNPROTECTED OPENINGS; ROOFS WHERE OPENINGS ARE PERMITTED; CONTROL JOINTS NOT EXCEEDING A MAXIMUM WIDTH OF 0.625 INCH AND TESTED IN ACCORANCE WITH ASTM E 119. 26. PROVIDE PLYWOOD PANELS FOR MOUNTING OF TELECOMMUNICATION AND DATA EQUIPMENT. 27. REQUIRED SIGNAGE SHALL BE IDENTITIED WITH APPLICABLE SIGNAGE PER STATE OF INDIANA OR FIRE DEPARTMENT SPECIFICATIONS. OWNER TO CONTACT SIGNAGE CONSULTANT. 28. COORDINATE KNOX BOX LOCATION WITH LOCAL FIRE MARSHAL. 29. GENERAL CONTRACTOR TO COORDINATE WITH LOCAL UTILITIES TO PROVIDE A WORKING TELEPHONE, CABLING, AND LOW VOLTAGE SYSTEM UNLESS OTHERWISE SPECIFIED. GENERAL NOTES 1. THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS IN THEIR ENTIRETY, SURVEY THE PROJECT AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COSTS SUBMITTED SHALL BE BASED ON THOROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIAL OR PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ARCHITECT. 2. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, LOCAL, AND STATE CODES AND AMENDMENTS. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED FOR SAFE EXECUTION AND COMPLETION OF WORK, AND FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 4. ANY ERRORS, OMISSIONS OR INCONSISTENCIES ON THESE DRAWINGS OR ANY VARIATIONS OR AMBIGUITIES BETWEEN THESE DRAWINGS AND ACTUAL SITE AND CONSTRUCTION CONDITIONS AND/OR REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING, IMMEDIATELY. 5. IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT FOR ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 7. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AT SITE AND BE RESPONSIBLE FOR ACCURACY AND CORRECTNESS OF SAME. 8. CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 9. STORE MATERIALS IN SPACES DESIGNATED BY OWNER. 10. REMOVE RUBBISH FROM PREMISES AS OFTEN AS NECESSARY OR AS DIRECTED TO MAINTAIN CLEAN AND SAFE PROJECT. 11. ALL WORK AND EQUIPMENT SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER BEFORE TURNING SAME OVER TO THE OWNER. 12. SHOP DRAWING SHALL BE SUBMITTED TO THE ARCHITECT AND OWNER FOR APPROVAL PRIOR TO ORDERING, FABRICATION AND INSTALLATION FOR ANY EQUIPMENT. 13. THE CONTRACTOR SHALL PAY ALL FEES, GIVE ALL NOTICES, FILE ALL NECESSARY DRAWINGS AND OBTAIN ALL PERMITS AND CERTIFICATES OF APPROVAL REQUIRED IN CONNECTION WITH ALL WORK UNDER THESE CONTRACT DOCUMENTS. HE OR SHELL SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION. 14. THERE SHALL BE NO DEVIATION FROM SPECIFICATIONS WITHOUT THE WRITTEN APPROVAL OF THE OWNER, ARCHITECT, AND/OR ENGINEER. 15. THE OWNER SHALL EMPLOY AN APPROVED TESTING LABORATORY TO MAKE ALL TEST FOR CONCRETE, SOIL COMPACTION, WELDING OF STEEL, SHEER NAILING, AND ROOFING TO ENSURE COMPLIANCE WITH PLANS, STANDARDS AND CODES. ALSO PROVIDE WRITTEN RESULTS TO ARCHITECT FOR THEIR REVIEW. 16. DRYWALL INSTALLATION SHALL BE IN CONFORMANCE WITH THE GYPSUM ASSOCIATION'S RECOMMENDED PRACTICES FOR THICKNESS, NAILING, TAPING, AND CORRECT STUD SPACING. 17. THE CONTRACTOR SHALL VERIFY THE SIZE, LOCATION, OPENINGS, AND CHARACTERISTICS OF ALL WORK AND EQUIPMENT TO BE FURNISHED BY THE OWNER OR OTHERS WITH THE MANUFACTURER OR SUPPLIER BEFORE STARTING ANY CONSTRUCTION RELATED TO SAID WORK AND/OR EQUIPMENT. 18. ALL MATERIALS SHALL BE NEW AND OF PREFERRED DOMESTIC MANUFACTURE AND SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS AND/OR RECOMMENDATIONS UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. ANY CONFLICT FOUND BETWEEN THE MANUFACTURER'S INSTRUCTIONS AND THE DRAWINGS OR SPECIFICATIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER OR ARCHITECT PRIOR TO INSTALLATION. 19. DO NOT SCALE DRAWINGS. ALL DIMENSIONS ARE TO FINISH FACE UNLESS OTHERWISE INDICATED. 20. PROVIDE DRYWALL CONTROL JOINTS FOR EVERY 30 FEET OF LENGTH IN EACH DIRECTION. 21. LOCATION OF MECHANICAL UNITS ARE APPROXIMATE. INSTALL PER MANUFACTURER'S REQUIREMENTS. 22. CONTRACTOR TO VERIFY WITH LOCAL UTILITIES ALL PREFERRED LOCATIONS OF ELECTRICAL TRANSFORMERS, METERS, GAS METERS, WATER METERS, AND OTHER INFRASTRUCTURE. 23. THE CONTRACTOR SHALL BEAR THE TOTAL EXPENSE FOR AND SHALL REPAIR TO EXISTING CONDITION, ANY DAMAGE TO EXISTING UNDERGROUND UTILITIES, PIPING, CONDUIT OR EQUIPMENT. 24. SPECIFIED PRODUCTS HAVE BEEN USED IN PREPARING THE CONTRACT DOCUMENTS TO ESTABLISH MINIMUM QUALITIES. 25. EXIT CORRIDORS TO HAVE A MINIMUM 2A/10B/C FIRE EXTINGUISHER WITHIN A 75-FOOT TRAVEL DISTANCE AND MOUNTED ON THE WALL OR IN CABINETS SUCH THAT THE OPERABLE PARTS ARE NO MORE THAN 48" ABOVE FLOOR LEVEL. REFER TO THE BUILDING PLANS FOR LOCATIONS. 26. STATIC COEFFICIENT OF FRICTION (SCOF) SHALL BE A MINIMUM OF 0.8 FOR ALL RAMPS AND ALL ACCESSIBLE ROUTES (SIDEWALKS) 0.6 TO AVOID SLIPPERY FOOTING. 27. THE CONTRACTOR SHALL VERIFY ALL ROUGH OPENINGS. 28. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT SLIDING DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. 29. EVERY EXIT WAY OR CHANGE IN DIRECTION IN AN EXIT CORRIDOR SHALL BE MARKED WITH WELL- LIGHTED EXIT SIGNS HAVING LETTERS OF AT LEAST 5 INCHES IN HEIGHT. 30. PROTRUDING OBJECTS ARE PROHIBITED ALONG ALL CIRCULATION PATHS INCLUDING ACCESSIBLE ROUTES AND STAIRS. A MAXIMUM PROJECTION OF 4" FOR OBJECTS GREATER THAN 27" ABOVE THE FLOOR IS ALLOWED. ANY PROTRUDING OBJECTS THAT EXTEND GREATER THAN 4" MUST BE MOUNTED WITH THEIR BOTTOM EDGE AT 80" A.F.F. CONSTRUCTION NOTES PROJECT LOCATION 55 EAST 111TH STREET CARMEL, IN, 46280 APPLICABLE BUILDING CODES GENERAL ADMINISTRATION RULES (GAR) (UPDATED 08/01/2014) (AMENDED 12/01/2014) COMPRISED OF 675 IAC 12 2014 INDIANA BUILDING CODE (IBC) EFFECTIVE 12/01/2014 COMPRISED OF 2012 INTERNATIONAL BUILDING CODE (675 IAC 13-2.6) (INDIANA AMENDMENTS) 2014 INDIANA FIRE CODE (IFC) EFFECTIVE 12/01/2014 COMPRISED OF 2012 INTERNATIONAL FIRE CODE (675 IAC 22-2.5) (INDIANA AMENDMENTS) 2012 INDIANA PLUMBING CODE (IPC) EFFECTIVE 12/24/2012 COMPRISED OF 2006 INTERNATIONAL PLUMBING CODE (675 IAC 16-1.4) (INDIANA AMENDMENTS) 2009 INDIANA ELECTRICAL CODE (IEC) EFFECTIVE 08/26/2009 COMPRISED OF 2008 NFPA 70 (675 IAC 17-1.8) (INDIANA AMENDMENTS) 2014 INDIANA MECHANICAL CODE (IMC) EFFECTIVE 12/1/2014. COMPRISED OF 2012 INTERNATIONAL MECHANICAL CODE (675 IAC 18-1.6) (INDIANA AMENDMENTS) 2008 INDIANA BUILDING CODE CHAPTER 11 ACCESSIBILITY COMPRISED OF 675 IAC 13-2.5-12 (ANSI A117.1-2009) (INDIANA AMENDMENTS) 2010 INDIANA ENERGY CONSERVATION CODE (IECC) EFFECTIVE 05/07/2010. COMPRISED OF ASHRAE STANDARD 90.1-2007 (675 IAC 19-4) (INDIANA AMENDMENTS) 2011 INDIANA ELEVATOR SAFETY CODE (IESC) UPDATED 09/28/2011. COMPRISED OF ANSI/ASME A17.1, 2007; ANSI/ASME A90.1, 2003; ANSI A10.4, 2004; ASME A18.1, 2005 (675 IAC 21) INDIANA BUILDING REHABILITATION STANDARDS (GAR) UPDATED 12/22/2016. COMPRISED OF 675 IAC 12-8 (INDIANA AMENDMENTS) 1998 AMERICAN SOCIETY OF SANITARY ENGINEERS STANDARD 1051. COMPRISED OF 675 IAC 16-2 (INDIANA AMENDMENTS) INDIANA SWIMMING POOL CODE; GENERAL PROVISIONS AND DEFINITIONS COMPRISED OF 675 IAC 20-1.1 (INDIANA AMENDMENTS) PROPOSED USE OF FACILITY OFFICES OCCUPANCY GROUP B, A-3, F-1 NON-SEPARATED USE (508.3.2) A-3 MOST RESTRICTIVE FOR BUILDING AREA CALC. CONSTRUCTION CLASSIFICATION II-A (IBC 601) - EXISTING MAXIMUM ALLOWABLE HEIGHT 3 STORIES AND 65 FEET (IBC TABLE 503) 1 STORY AND 20 FEET (INCREASE PER 504.2) MAXIMUM PROVIDED 4 STORIES AND 85 FEET MAXIMUM ALLOWABLE AREA PER FLOOR 57,350SF (IBC TABLE 503) ALLOWABLE AREA PER BUILDING 3X57,350 SF (TABLE 503, 506.3) 172,050 SF MAXIMUM PROVIDED 77,418 SF (FLOORS 1-4 PLUS BASEMENT) OCCUPANT LOAD (TABLE 1004.1.2) DESIGN RESOURCE CENTER (REMODELED AREA) 541 SF SHOWROOM (15SF/PER NET) 36 TOTAL 36 EXITS REQUIRED 1 (IBC TABLE 1015.1) - FROM THIS SPACE EXITS PROVIDED 1 ENCLOSED STAIRS REQUIRED YES (EXISTING) RATED STORAGE ROOMS YES (EXISTING) EXIT ACCESS TRAVEL DISTANCE 300' (IBC TABLE 1016.2) MAXIMUM PROVIDED 60' COMMON PATH OF EGRESS 100' COMMON PATH OF EGRESS (IBC TABLE 1014.3) MAXIMUM PROVIDED 30' (SOUTH WALL TO EAST EXIT) FIRE SUPPRESSION SYSTEM FULL (EXISTING) ENERGY CODE COMPLIANCE EXEMPT - LESS THAN 50% LIGHTING REPLACED, NO HVAC CODE ANALYSIS TR A V EL D I ST AN C E = 30 ' + / = 30' - 0" + / = 6' - 0" FEC FIRE EXTINGUISHER CABINET FEB FIRE EXTINGUISHER AND WALL BRACKET DENOTES DIRECTION OF EGRESS NOTE: 1. FIRE EXTINGUISHER LOCATIONS ARE EXISTING TO REMAIN. 2. DOORS NOT TAGGED ARE EXISTING TO REMAIN. 3. ALL SMOKE DETECTOR AND ALARM DEVICES ARE EXISTING TO REMAIN. LIFE SAFETY LEGEND STATE OF No. AR11700002JOSEPHE.LE SERE G I STERE DREGI ST ERED AR C H ITECTINDIAN A SHEET NUMBER SHEET TITLE DRAWN BY: REVIEWED BY: PROJECT NUMBER NO. DATE DESCRIPTION CERTIFICATION PREPARED FOR PROJECT ©2020 All Rights Reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopying, recording, or by any information retrieval system, without the permission of the copyright owner. Any unauthorized users will be prosecuted to the fullest extent of the law including any legal fees incurred by the copyright owner. IN ASSOCIATION WITH PROGRESS STUDIO, LLC 5915 N. College Ave., Suite 213 Indianapolis, IN 46220 317-978-1100 www.theprogressstudio.com -- 12/17/2020 OWNER REVIEW SET -- 02/14/2021 100% REVIEW SET -- 02/18/2021 STATE SUBMITTAL SET DELTA FAUCET COMPANY DESIGN RESOURCE CENTER 55 EAST 111TH STREET CARMEL, IN, 46280 TL JEL 20058 G001 CODE ANALYSIS AND GENERAL NOTES 55 EAST 111TH STREET CARMEL, IN, 46280 1/16" = 1'-0" LIFE SAFETY PLAN1 07/30/21