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Home My WebLink AboutA0-1 - General InformationGeneral Demolition Notes THESE NOTES SHALL APPLY TO ALL DEMOLITION DRAWINGS AND TO ALL CONTRACTORS AND/OR SUBCONTRACTORS THAT WORK ON THIS PROJECT. 1. CONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE SITE TO BECOME FAMILIAR WITH AND VERIFY THE EXISTING CONDITIONS. THESE DEMOLITION DRAWINGS SHALL SERVE TO AID THE CONTRACTOR IN HIS EVALUATION OF THE EXTENT OF DEMOLITION; BUT SHALL NOT BE HELD TO BE ALL INCLUSIVE. 2. CONTRACTORS SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED FOR THE INSTALLATION OF NEW CONSTRUCTION AND AS NECESSARY TO FULFILL THE PURPOSE AND INTENT OF THE FINISHED WORK, WHETHER OR NOT IT IS SPECIFICALLY SHOWN OR NOTED IN THESE DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ITEMS CALLED TO BE REMOVED THROUGH OUT THE ENTIRE SET OF DOCUMENTS. 3. CONTRACTORS SHALL FIELD INSPECT ALL DEMOLITION WORK PRIOR TO REMOVAL, TO INSURE SUCH REMOVAL DOES NOT IMPAIR STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. IF THE INSPECTION INDICATES THAT THE STRUCTURAL INTEGRITY MAY BE IMPAIRED, NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY. 4. REMOVE ALL DAMAGED OR EXISTING FINISH MATERIALS FROM REMAINING WALLS, PARTITIONS AND COLUMNS (GYPSUM BOARD,WALL FABRIC, PANELING, TILE, MASONRY, CONCRETE, ETC...). PATCH WALLS AND COLUMNS AS REQUIRED TO RECEIVE NEW FINISH MATERIALS. 5. CONTRACTORS SHALL BE RESPONSIBLE FOR PROVIDING, INSTALLING AND MAINTAINING DUST TIGHT TEMPORARY CONSTRUCTION BARRIERS TO ALL AREAS WITHIN THE CONSTRUCTION LIMIT LINES, DURING THE CONSTRUCTION PROCESS. LOCATIONS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT. 6. ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS BY THE CONTRACTORS DAILY. 7. PROTECT FROM DEMOLITION AND RECONSTRUCTION DEBRIS, ALL "EXISTING TO REMAIN" FIXTURES AND EQUIPMENT REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION. B. REFER TO REMAINING DRAWINGS FOR RECONSTRUCTION. ALL CONTRACTORS SHALL COORDINATE THE DEMOLITION AND RECONSTRUCTION WORK, TO BE ASSURED THAT THEIR WORK IS COMPLIMENTARY TO THE WORK OF ALL OTHER CONTRACTORS AND COMPLETE IN ALL RESPECTS. 9. UNLESS NOTED OTHERWISE ALL DEMOLITION MATERIAL BECOMES THE PROPERTY OF THE CONTRACTORS AND IS TO BE REMOVED FROM THE PROPERTY, IN A LEGAL MANNER. THE OWNER RESERVES THE RIGHT AND SHALL BE GIVEN THE OPPORTUNITY TO CLAIM ITEMS W HETH ER OR NOT THOSE ITEMS WERE SPECIFICALLY NOTED FOR REMOVAL, RELOCATION, ORAS RETURNED TO OWNER AND SAME SHALL BE RETURNED TO OWNER. 10. THE CONTRACTOR RESPONSIBLE FOR GENERAL DEMOLITION WORK SHALL COORDINATE ANY AND ALL ASBESTOS REMOVAL WITH THE OWNER. ALL ASBESTOS REMOVAL WILL BE PREFORMED BYA LICENSED ASBESTOS REMOVAL CONTRACTOR. THIS TYPICALLY INCLUDES FLOOR TILE, TILE MASTIC AND PIPE INSULATION. 11. ITEMS SHOWN IN LIGHTER PEN WEIGHTS ARE EXISTING TO REMAIN. 12. GENERAL CONTRACTOR RESPONSIBLE FOR PATCHING ALL REMOVED ELECTRICAL OUTLETS. ELECTRICAL CONTRACTOR TO PROVIDE GENERAL CONTRACTOR WITH QUANTITIES. 13. REMOVE EXISTING FINISHES AS REQUIRED TO INSTALL NEW FINISHES. PREPARE SURFACES TO RECEIVE NEW FINISH AS PER FINISH MANUFACTURER'S PRINTED INSTRUCTIONS, SEE FINISH SCHEDULE FOR NEW FINISHES. 14. REMOVE EXISTING CEILINGS AND CEILING SUPPORT SYSTEM WHERE NEW CEILINGS ARE INDICATED, UNLESS OTHERWISE NOTED. 15. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND CONTINUING THE INTEGRITY OF EXISTING RATED CONSTRUCTION FOLLOWING DEMOLITION OF OR DIRECTLY ADJACENT TO SCOPE OF WORK. 16. THE CONTRACTOR IS RESPONSIBLE FOR REPORTING UNFORSEEN DEFICIENCIES IN THE EXISTING RATED CONSTRUCTION de, FIREPROOFING OF STRUCTURAL MEMBERS, FIRESTOPPING OF ABANDONED PENETRATIONS). INDICATES EXISTING WALL TO BE REMOVED IN ITS ENTIRETY. I,T j INDICATES EXISTING DOOR, FRAME AND ASSOCIATED HARDWARE TO BE REMOVED IN ITS ENTIRETY. SEE DOOR SCHEDULE FOR ITEMS TO BE SALVAGED AND REUSED IN OTHERAREAS. 59" MIN. (AT FLOOR -MOUNTED TOILET) SEE FOR 56"MIN. (ATWALL-HUNG TOILET) PROJECTS SPECIFIC TOILETPARTITION DIMENSIONS (WHERE OCCURS) VERTICAL GRAB BAR 391 1 ,IZ' DIA. GRAB BAF TOILETPARTITON 54"MIN. WITH 112'GAP FRC (WHERE OCCURS) 42"MIN. TOILET PAPER MOUNTING AREA 12" MAX. - TOE SEE SPACE - PLAN 'WATER CLOSET SIDE WALL i z SPACE MUST REMAIN FREE AND CLEAR OF OBSTRUCTION 0 x General Reconstruction Notes THESE NOTES APPLY TO ALL FLOOR PLANS, AND TO ALL CONTRACTORS AND/OR SUBCONTRACTORS THATWORK ON THIS PROJECT. 1. OW NER W ILL REMOVE ALL FURNISHINGS, LOOSE EQUIPMENT, SUPPLIES, ETC.... PRIORTO CONSTRUCTION COMMENCING. 2. ALL EQUIPMENT AND MATERIALS LABELED AS "SALVAGE" OR "RELOCATE AS DIRECTED BY OWNER" SHALL BE REMOVED, PROPERLY PROTECTED AND TRANSPORTED TO A LOCATION ON THE PREMISES AS DIRECTED BY THE OWNER. 3. ALL GENERAL CONTRACTORS AND THEIR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VISITING THE CONSTRUCTION SITE TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS WHICH AFFECT THAT SPECIFIC PORTION OF THEIR WORK ANY CONFLICTS OR APPARENT DEFICIENCIES MUST BE SUBMITTED TO THE ARCHITECT IN WRITING PRIOR TO BIDDING. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR INFORMING IN WRITING THE OWNER ON A WEEKLY BASIS OF THE CONSTRUCTION SCHEDULE FOR THE APPROACHING TWO WEEKS CONSTRUCTION ACTIVITY. MY STORAGE OF MATERIALS, ACCESS OR EGRESS PROBLEMS, TRAFFIC FLOW OR NORMAL OWNER OPERATIONS WHICH WE TO BE AFFECTED MUST BE PROTECTED ANDIOR AGREED UPON BY THE OWNER. ALL COSTS SHALL BE INCURRED BY THE GENERAL CONTRACTOR S. THE GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY W OOD BLOCKING FOR ALL TRADES. THIS BLOCKING SHALL BE FIRE RETARDANT. 6, ANY PLASTER WORK REQUIRING NEW FINISH SHALL BE SMOOTH, SOUND AND IN A FLUSH PLANE BEFORE FINISH APPLICATION. CONTRACTOR SHALL REPAIRTHE SURFACE FOR THE NEW FINISH AS SCHEDULED. 7, ALL FIRE RATED WALLS AND FLOOR PENETRATIONS MUST COMPLY WITH ASTME-814. 8, ITEMS SHOWN IN LIGHTER PEN WEIGHT ARE EXISTING TO REMAIN. 9. REMOVE ALL DAMAGED GYPSUM BOARD,MASONRY,CONCRETE, PLASTER, ETC... FROM EXISTING SURFACES AND REPAIR TO MATCH ADJACENT CONSTRUCTION PRIOR TO REFINISHING. ALL SURFACES SHALL BE SMOOTH AND IN A FLUSH PLANE. 10. ALL CONSTRUCTION AREAS, REMOVAL TRAFFIC PATTERN AREAS AND ASSOCIATED WORK AREAS SHALL BE KEPT CLEAN OF DEBRIS BYTHE CONTRACTORS DAILY. 11. PROTECT FROM DEMOLITION AND RECONSTRUCTION DEBRIS, ALL'E%ISTING TO REMAIN' FIXTURES AND EQUIPMENT REQUIRED TO REMAIN IN PLACE DURING CONSTRUCTION. 12, REFER TO REMAINING DRAWINGS FOR RECONSTRUCTION. ALL CONTRACTORS SHALL COORDINATE THE DEMOLITION AND RECONSTRUCTON WORK, TO BE ASSURED THAT WORK IN EITHER OF THESE AREAS IS COMPLEMENTARY TO THE OTHER AND COMPLETE IN ALL RESPECTS. ANY CONFLICTS OR APPARENT DEFICIENCIES MUST BE SUBMITTED TO THE ARCHITECT IN WRITING PRIOR TO BIDDING. 13. ALL WALL HUNG CASEWORK REQUIRES CONTINUOUS HORIZONTAL WOOD BLOCWNG BETWEEN STUDS AT TOP AND BOTTOM OF CASEWORK. BRACE WALL TO DECK AS REQUIRED. 14. ALL DIMENSIONS ARE FROM FACE OF BASE MATERIAL (STUDICMU) TO FACE OF BASE MATERIAL (STUDICMU) UNLESS NOTED OTHERWISE. 15. PORTIONS OF THE BUILDING SHALL BE OCCUPIED DURING CONSTRUCTION. THE GENERAL CONTRACTOR SHALL FOLLOW THE FOLLOWING LIFE SAFETY ISSUES. FAILURE TO LIST ALL LIFE SAFETY ISSUES DOES NOT RELIEVE THE CONTRACTORS FROM COMPLYING WITH FEDERAL, STATE AND LOCAL CODES, THE CONTRACTUAL AGREEMENT BETWEEN THE CONTRACTOR AND OWNER, AND OTHER GOVERNING BODIES WHICH HAVE JURISDICTION ON THIS PROJECT. THE FOLLOWING WE INTERIM LIFE SAFETY CODE ISSUES WHICH ARE SPECIFIC TO THIS PROJECT AND MUST BE ADDRESSED: a. INSURE ALL EXITS PROVIDE FREE AND UNOBSTRUCTED EGRESS. STAFF AND PERSONNEL SHALL RECEIVE TRAINING AND WRITTEN NOTIFICATION IF ALTERNATIVE EXITS MUST BE DESIGNATED. b. INSURE FREE AND UNOBSTRUCTED ACCESS TO EMERGENCY DEPARTMENTS OR SERVICES FOR EMERGENCY FORCES. COORDINATE WITH OWNER AND ARCHITECT. c. INSURE FIRE ALARM, DETECTION AND SUPPRESSION SYSTEMS ARE NOT IMPAIRED. A TEMPORARY, BUT EQUIVALENT, SYSTEM SHALL BE PROVIDED, INSTALLED AND TESTED PRIOR TO ANY EXISTNG ARE SYSTEM BEING IMPAIRED. tl. INSURE TEMPORARY CONSTRUCTION PARTITIONS ARE SMOKETIGHT AND BUILT OF NON COMBUSTIBLE MATERIALS. THESE PARTITIONS SHALL BE COORDINATED WITH THE OWNER AND ARCHITECT. e. SMOKING SHALL BE PROHIBITED EXCEPT IN DESIGNATED AREAS OF THE BUILDING. f. DEVELOP AND ENFORCE STORAGE, HOUSEKEEPING AND DEBRIS REMOVAL PROCEDURES THAT REDUCE THE FLAMMABLE AND COMBUSTIBLE FIRE LOAD TO THE LOWEST LEVEL NECESSARY FOR DAILY OPERATIONS. g. IOSHA REQUIRES MATERIAL SAFETY DATA SHEETS (MSD S) FOR ALL MATERIALS BEING USED OR STORED ON THIS PROJECT BE MADE AVAILABLE TO ALL WORKERS ON THIS JOBSITE. COPIES MUST BE PROVIDED TO THE OWNER'S DIRECTOR OF SECURITY, IMMEDIATELY, AS WORK BEGINS. IT SECURE ALL TOOLS AND CONSTRUCTION MATERIALS DURING BREAKS AND NOW CONSTRUCTION HOURS. URINAL SCREEN (WHERE OCCURS) WATER CLOSET BACK SPACE WALL 15"MIN. gig 1jU LJ s 2•-0" 33" MIN. DEPTH T 112" STANDARD ROLL -IN -TYPE URINAL SHOWER WITH SEAT 60 MIN. WIDTH 1 BACK WALL CONTROL LOCATION MIN. MAX FOLDING TYPE STANDARD ROLL4N-TYPE ACCESSIBLE WALL MOUNT LAVATORY ORVANITY SINK DRINKING SHOWER WITH SEAT SHOWER WATERCLOSET FOUNTAIN SEAT Toilet Accessory Mounting Heights General Ceiling Plan Notes THESE NOTES APPLY TO ALL CONSTRUCTION DRAWINGS AND TO ALL CONTRACTORS AND/OR SUBCONTRACTORS THAT WORK WITHIN THIS BUILDING. 1. ALIGN ALL CEILING AND BULKHEAD REVEALS, CONTROL OR SEISMIC JOINTS WITH THE ADJACENT REVEAL, CONTROL OR SEISMIC JOINTS IN WALLS INDICATED ON ELEVATIONS. 2. ALL CEILING AND BULKHEAD HEIGHTS INDICATED ARE TO FINISHED FACE OF GYPSUM BOARD OR TO THE BOTTOM FACE OF ACOUSTICAL CEILING TILE PAD, UNLESS NOTED OTHERWISE. 3. CEILING CONTRACTOR TO PROVIDE ALL CEILING GRID TO SUPPORT HVAC SUPPLY DIFFUSERS AND RETURN GRILLS. 4. DEVICES OTHER THAN LIGHTING AND DIFFUSERS ARE SHOW IN APPROXIMATE LOCATIONS, FINAL LOCATION TO BE COORDINATED WITH ALL TRADES AND ARCHITECT. 5. AT LOCATIONS WHERE GYPSUM BOARD CEILINGS ARE INDICATED, THE CONTRACTOR HAS THE OPTION TO USE LIGHT GAGE METAL FRAMING OR SUSPENDED GYPSUM BOARD GRID UNLESS OTHERWISE DETAILED. THE CONTRACTOR WILL COORDINATE ANY MODIFICATIONS WITH THE OTHER TRADES ON THE PROJECT. THE CEILING CONTRACTOR'S FINAL MEANS AND METHODS WILL NOT CONFLICT WITH THE WORK OF OTHERS OR THE INTENT OF THESE DOCUMENTS. 6. WHERE EXISTING SUSPENDED ACOUSTICAL CEILINGS ARE SCHEDULED TO REMAIN, CUT AND PREP THE CEILING GRID IN PREPARATION FOR REPAIRING. SALVAGE ENOUGH CEILING PADS FOR RECONSTRUCTION. STORE AND PROTECT ALL MATERIALS. USE NEW MATCHING MATERIALS FOR RECONSTRUCTION AS REQUIRED. 7. SEE THE ROOM FINISH SCHEDULE FOR ADDITIONAL COMMENTS REGARDING MATERIALSAND FINISHES. 8. THE DESIGNATION'CJ' INDICATES GYPSUM BOARD CONTROL JOINTS. WHERE INDICATED PROVIDE USG #093 ZINC CONTROL TYPICAL. INSTALL JOINT THROUGH THE FULL EXTENTS OF ANY GYPSUM CEILING OR BULKHEAD. WHERE THE GYPSUM CEILING COMPONENT MEETS GYPSUM WALL, EXTEND THE CONTROL JOINT DOWN TO THE FLOOR TYPICAL. 9. THE G ENE RAL CONTRACTOR WILL P ROVID E AND I NSTALL ALL SUPPLEMENTAL AND/ OR MISCELLANEOUS STEEL FRAMING AS REQUIRED BY THEMSELVES OR BY THEIR SUBCONTRACTORS FOR THE INSTALLATION OF THE EQUIPMENT SCHEDULED AND SPECIFIED. NOT ALL OF THE REQUIRED SUPPORT STEEL MAYBE DETAILED OR CALLED OUT FOR IN THESE DOCUMENTS. COORDINATE ALL REQUIREMENTS WITH THE SPECIFICATIONS, EQUIPMENT SUPPLIERS AND SUBCONTRACTORS. THERE WILL BE NO CHANGE ORDERS TO THE PROJECT FOR SUPPLEMENTAL STEEL WHERE OMISSIONS MAY OCCUR IN THE BIDDING DOCUMENTS. NOTES: 1. REFERENCE THE CURRENT APPLICABLE STATE AND FEDERAL ACCESSIBILITY STANDARDS FOR ACCESSIBLE DESIGN. 2. SEE FLOOR PLANS AND OTHER DETAILS FOR APPLICABLE PROJECT SPECIFIC REQUIREMENTS AND DIMENSIONS. 3. AMBULATORY ACCESSIBLE COMPARTMENTS AND FIXTURES, WATER CLOSETS, AND TOILET COMPARTMENTS FOR CHILDREN'S USE ARE NOT SHOWN. SEE APPLICABLE CODES FOR REQUIREMENTS. ROONNANE 1101 I Partition Standards ALL METAL STUD WALLS OVER IY-Y' TALL SHALL BE LATERALLY BRACED ABOVE 10-0T WITH 110 COLD ROLLED CHANNELS AT 48" O.C. VERTICALLY. ATTACHMENT SHALL BE AS DESCRIBED AND ILLUSTRATED IN THE'LNIMAST INCORPORATED", STEEL FRAMING SYSTEMS, TECHNICAL INFORMATION MANUAL. EO XISTING 1=METAL STUDS 2=MASONRY 3=WOOD 4-CONCRETE 5=MISC DESCRIBESTHEBASE INDICATES THE DEPTH OF WALL MATERIAL THE BASE WPLL MATERIAL Graphic Symbols NEW DOOR AND FRAME SPECIFIC CONSTRUCTION NOTES ROOM NAME AND NUMBER .4111111111111, xl Xx.x ELEVATION SHEET NUMBER SYMBOL DETAIL NUMBER )DETAIL NUMBER A101 PLAN DETAIL SHEET NUMBER (` fl _ 1 .5 A DESCRIBES THE MATERIALS BEING USED TO COVER THE BASE WALL MATERIALS. BEE SHEET A0.1 PROJECT NORTH NORTH ARROW TRUE NORTH NEW COLUMN X LINE EXISTING COLUMN LINE yA DETAIL NUMBER SECTION A,0, SHEET NUMBER ==�3.5A PARTITION TYPE WINDOW ELEVATION SYMBOL TOILETACCESSORY Code Summary B=EKISTING Q EXISTING CONSTRUCTION MATERIALS AND SIZE OF WALL ARE TO BE VERIFIED BY THE GENERAL CONTRACTOR 1=METALSTUDS 1=718' 2=1518" 3=Z' 4=21/Z 5J 516' �k 7=e" B=EXIERIO R COMPOSITE WALLS 9- INTERIOR COMPOSITE WALLS 2,MASONRY 1=1 SIT 2=2 SW 3J 5W 4=5 5W 5=7 VT 6=9 516' 7=11 SIT B-EXTERIOR COMPOSITE WALLS 9ANTEMOR COMPOSITE WALLS 3--WOOD 1=1 12'(T) 2=212•(Y) 3-3112" (4") 4-041•(Y) SS 12'• (6") 6=7114" (8") 7=91/4"(10") B-EXTERIOfR COMPOSITE WALLS &INTERIOR COMPOSITE WALLS PCONCRETE 1-0" 2=6" 3=eP 4=10" 5=1Z 6=18" 7=24" &-EXTERIOR COMPOSITE WALLS 9=INTERIOR COMPOSITE WALLS 5=MISC ,=PRE-ENGINEERED BUILDING 2112' METAL STUD @ IT O.C. 5B'•GYPSUM BOARD (ONE SIDE) SOUND ATTENUATION BLANKET INSULATION 1.3A EXTEND TO BOTTOM OF DECK ABOVE 35B"METAL STUD @ 16" O.C. 5B"GYPSUM BOARD (ONE SIDE) SOUND ATTENUATION BLANKET INSULATON 1 5C EXTEND TO BOTTOM OF DECK ABOVE APPLICABLE CODE. SEE PLAN SEE PLAN 3SIT METAL {` 2014 Indiana Building Cad a (2012 International Building Code with Indiana commandments) STUD @IT O.C. m n m APPLICABLE CODES NFPA 101-2012 WSB"TYPE'%"GYPSUM i ® BOARD (BOTH SIDES) i 90 �_ j NFPA 9B-2012 l s= z ND OCCUPANCY Business IBCsec 302.1 A�ENUATION LLJ� o 0 e 4x >o ow w0 e as = CONSTRUCTION TYPE Type IKB IBCTable601 BLANKINSULAET Firnl N p ❑N ,� Z q UFYj O 77 o a e a> m o p e ' o AUTOMATIC SPRINKLERS SpdnNed x O g U V O TOILET PAPER SOAP DISPENSER TOILET SEAT COVER STORIES 2Stades 1.5F DISPENSER SANITARY NAPKIN DISPENSER MIRROR SURFACE MOUNTED ROBE PAPER TOWEL SHELVES ROOMSIGNAGE DISPOSAL ALLOWABLE STORIES 3Stades IBC Table K3lsm. 504.2 'DIMENSION IS TO BOTTOM FULL-LENGTH MIRROR HOOK DISPENSER � OF REFLECTIVE SURFACE EXISTING BUILDING AREA EXTEND TO BOTTOM o w a STAINLESSSTEEL OF DECK A80VE a i w HINGED ACCESS RrstLevel 54,6K square feel w w i PANEL I'-4"X1'd" Smimil Level 52,129squarefeet 1HR RATED o as o w W RENOVATION STAINLESS STEEL Secgntl Level 2,8185quarefeel a _ _ _ _ _ _ HINGEDACCESS T PANEL I'-4"X1'-/" ALLOWABLE BUILDING AREA 230K square feet IBCTableK3 no i - CENTERLINE EXCEPTION: SPRINKLER 200% 46,000 square feel o h OF UPPER o TOTAL 69,000 square feet "uS - MOST x i go CONTROL _ FIRE RESISTANCE RATINGS ML STRUCTURAL FRAME 0-HOUR IBCTable Kl BEARING WALLS GHOUR IBCTable Kl RELEASED FOR CONSTRUCTION ROBEXOOK SXOWERCURTAINR00 xAxooavm ACCESS PANEL BELOW ACCESS PANEL ABOVE FLOOR CONSTRUCTION 0HOUR IBCTab1e601 i LAVATORY TOILETFLOOR CONSTRUCTION GHOUR IBCTable Kl Subject to compliance with all regulations of State and meal Codes City off Camel �} �Nq�\D,r�ATo1Al_ Contacts Architectural: Bob Harmeyer MSKTD & Associates rjh@msktd.com 317.917.1190 Interiors: Sarah Savage MSKTD & Associates sjs@msktd.com 317.917.1190 Mechanical Adam EI-Rahaiby Genesis Engineering Group aelrahaiby@genesis-engineering.com 317-927-8307 Plumbing: Kyle Owens Genesis Engineering Group kowens@genesis-engineering.com 317-927-8307 Electrical: Joshua Walke Genesis Engineering Group jwalke@genesis-engineering.com 317.927.8307 Partition Types 3 50" METAL STUD 16"O.C. SB"GYPSUM BOARD (BOTH SIDES) SOUND ATTENUATION BLANKET _W INSULATION 1 5A EXTEND TO BOTTOM OF DECK ABOVE 3515'METAL STUD @ 16• D.C. S GYPSUM BOARD (BOTH SIDES) SOUND ATTENUATION BLANKET INSULATION 1.5B EXTEND B"ABOVE FINISH CEILING 35B"METAL STUD @ 16" O.C. 359" METAL STUD @ IT O.C. 59"GYPSUM SB"GYPSUM BOARD (ONE SIDE) BOARD (ONE SIDE) SOUND ATTENUATION 314"PLASTIC BLANKET LAMINATE PANEL INSULATION 1N 5D 1.5E E � FINISH CEILING MSKTD & Associates Architecture I Engineering I Interior Design 1715 Magnavox Way 930 North Meridian Fort Wayne, IN 46804 I Indianapolis, IN 46204 260432.9337 317.917.1190 www.msktd.com {w�MMO^ W O E N ^, XV lM "O i }r ^� O 0. cu lV ^, W U +� � U ^L^ ran""' v ' W� i/ \ U / p rr�n vJ � O z c o o 0 M � O A�LE� VJ VJ PROJECT NO. 7335 05.07-19 REV. DATE 1 PR -01 - Phase 2 06-14-19 SET DESCRIPTION FOR CONSTRUCTION SET SHEET TITLE General Information SHEET NUMBER A0-1 DATE: WIL ify