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Home My WebLink About170124_STATE SET ARCHABBREVIATIONS ........... rrr. ........... / ........... ........... ...... ...... ,,,,,, /rrr; THE RANGE PET LODGE GENERAL NOTES iii. / ;;;rrr ,,;,err ,,,,,, ,,,r [[[[ ,,,, r' ,,r/ ;;r, viii iii ,;;,; ,,,,,, ilii€, €€€€€,aaa, ,,,i/i l,r ,,, rill iaaaa:',/// rrr rrrrrrrrrrrrr ,,, aaaa;. / r/ rill s r/ i rrrrr, � / rrroi /ilii/r I I ,uilll�l�� FIRE DEPARTMENT NOTES A. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. B. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. C. PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL COMPLY WITH BUILDING CODES. D. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. E. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. F. DOORS OPENING INTO REQUIRED 1 -HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20 -MINUTE RATING AND SHALL BE SELF-CLOSING. G. 20 -MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED H. EXIT DOORS SHALL SWING IN THE DIRECTION ON TRAVEL WHEN SERVING 50 OR MORE PERSONS OR IN ANY HAZARDOUS AREA. I. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED ANY END POINT FLAME SPREAD RATING: 1. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. 2. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. 3. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. J. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOF IN AN APPROVED MANNER. K. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. L. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. M. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. N. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OR THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 0. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. P. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REQUIRED TO PROVIDE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. Q. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. R. PROVIDE SEMI -RECESSED TYPE CABINETS. GENERAL CONTRACTOR NOTES IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SUBMIT THE VCA FIELD REPORT FORM INCLUDING DESCRIPTIVE PHOTOGRAPHS BI -WEEKLY TO VCA AND THE ARCHITECT. THE VCA FIELD REPORT FORM IS A PRE-REQUISIT TO EACH PAY APPLICATION AND SHALL BE SUBMITTED WITH EACH DRAW REQUEST. ALL FLOORING MUST BE PROTECTED AFTER INSTALLATION (FLOOR TILE & SHEET VINYL). GENERAL CONTRACTOR TO CONTACT SHEET VINYL, EPDXY AND TILE REPRESENTATIVE FOR CLEANING PRODUCTS GENERAL CONTRACTOR TO PROVIDE EACH SUB -CONTRACTOR ONE ENTIRE SET OF PLANS INCLUDING THE SPECIFICATIONS BOOK FOR THEIR COORDINATION BETWEEN EACH DISCIPLINE. (ATTIC STOCK) GENERAL CONTRACTOR TO PROVIDE HOSPITAL MANAGER WITH ATTIC STOCK OF THE FOLLOWING PRODUCTS & QUANTITIES: WALL TILE (1 box) CARPET TILE (1 box) PORCELAIN TILE (1 box) CEILING TILE (1 box) PAINTS (gallon or close to it) VCA REQUESTS THAT A FULL-TIME SUPERINTENDANT BE ON-SITE FOR PROJECT AT ALL TIMES. AT BID SUBMISSION, GENERAL CONTRACTOR TO PROVIDE ARCHITECT WITH THE FOLLOWING: ** EPDXY FLOORING CONTRACTORS CERTIFICATE OF LEVEL ONE INSTALLER PER EPDXY MANUFACTURER'S REQUIREMENTS. ** CERTIFIED INSTALLERS PER SHEET VINYL MANUFACTURER'S REQUIREMENTS. FIRE SUPPRESSION NOTES A. THE BUILDING SHALL BE FULLY SPRINKLERED, AND SHALL TIE INTO EXISTING BUILDINGS FIRE PROTECTION SYSTEM IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. B. THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED IN STRICT COMPLIANCE WITH NFPA 13 AND THE CODES AND REGULATIONS OF APPLICABLE GOVERNMENTAL AGENCIES. C. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, CALCULATIONS, DRAWINGS AND SPECIFICATIONS OF THE FIRE PROTECTION SYSTEM, AND FILING WITH ALL APPLICABLE AGENCIES FOR REVIEW AND APPROVAL. D. THE FIRE PROTECTION CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO START OF INSTALLATION. E. CONCEALED SPRINKLER HEADS TO BE INSTALLED AT FRONT OF HOUSE AREAS ONLY. REFER TO FRONT OF HOUSE PLAN FOR LOCATIONS. PROJECT TEAM ARCHITECT MD ARCHITECTS ADDRESS: 9084 TECHNOLOGY DRIVE SUITE 200 FISHERS, INDIANA 46038 PHONE: 317-558-2822 CONTACT: RICK RENSCHEN EMAIL: rickr@mdarchitects.com MEP ENGINEER KEELER-WEBB ASSOCIATES ADDRESS: 486 GRADLE DR. CARMEL, IN 46032 PHONE: 317-574-0140 CONTACT: GREG HARE EMAIL: ghare@keelerwebb.com STRUCTURAL ENGINEER KEELER-WEBB ASSOCIATES ADDRESS: 486 GRADLE DR. CARMEL, IN 46032 PHONE: 317-574-0140 CONTACT: GREG HARE EMAIL: ghare@keelerwebb.com CIVIL ENGINEER KEELER-WEBB ASSOCIATES ADDRESS: 486 GRADLE DR. CARMEL, IN 46032 PHONE: 317-574-0140 CONTACT: ADAM DEHART EMAIL: adehart@keelerwebb.com VICINITY MAP I I I SHEET INDEX SHEET TOPO-DEMO Phase NUMBER A. ALL WORK IS TO BE DONE IN ACCORDANCE WITH ALL GOVERNING CODES AND REGULATING A C3 H CIVIL T AGENCIES. THIS PROJECT IS DESIGNED AND DOCUMENTED PER THE ARCHITECT'S INTERPRETATION ACCES ACCESSORY HD HEAD C5.2 OF THE CODE REQUIREMENTS. VARIOUS GOVERNING AGENCIES SOMETIMES INTERPRET THE CODES, CIVIL C5.3 SANITARY & PLANT DETAILS CIVIL TEL TELEPHONE LAWS AND ORDINANCES DIFFERENTLY. THESE AGENCIES HAVE JURISDICTION TO REQUIRE CHANGES ACOUS ACOUSTIC(AL) HDWD HARDWOOD THK THICK IN DESIGN AND CONSTRUCTION INCLUDING THOSE AGENCIES INVOLVED WITH THE "AMERICANS WITH ACT ACOUSTICAL CEILING TILE HDWE HARDWARE TLT TOILET DISABILITIES ACT". AFF ABOVE FINISHED FLOOR HM HOLLOW METAL T.O. TOP OF STOREFRONT ELEVATIONS AL ALUMINUM HORIZ HORIZONTAL TRAF TRAFFIC B. WHERE ANY CONFUSION REMAINS, IT IS THE CONTRACTORS RESPONSIBILITY TO RAISE QUESTIONS ALT ALTERNATE HVAC HEATING, VENTILATING, AND TRANS TRANSPARENT WITH THE ARCHITECT IMMEDIATELY ANNUNC ANNUNCIATOR AIR CONDITIONING TRTD TREATED ANOD ANODIZED T&G TONGUE AND GROOVE C. ALL BIDS SHALL BE BASED ON THE ENTIRE SET OF CONSTRUCTION DOCUMENTS. NO EXTRA APPL APPLIANCE INFO INFORMATION TYP TYPICAL COMPENSATION WILL BE GIVEN TO A BIDDER OR SUPPLIER WHO HAS BID FROM AN INCOMPLETE SET ARCH ARCHITECT(URAL) INSTRUM INSTRUMENT(ATION) TV TELEVISION OF DOCUMENTS. IN CASE OF INCONSISTENCIES BETWEEN DRAWINGS, THE MOST STRINGENT NOTE AUTO AUTOMATIC OR CONDITION SHALL APPLY. AVG AVERAGE INSUL INSULATION AWT ACOUSTICAL WALL TREATMENT INTLK INTERLOCK(ING) U D. NO MATERIAL SUBSTITUTIONS WILL BE ALLOWED UNLESS SUBMITTED IN WRITING TO THE ARCHITECT. & AND INT INTERIOR INFILTR INFILTRATION UNDRLAYUNDERLAYMENT E. REMOVE AND LEGALLY DISPOSE OF OFF-SITE DEBRIS RESULTING FROM THE DEMOLITION AND B UTIL ULITITY EXECUTION OF THE WORK. EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CLEAN UP OF THEIR `) LINO UNLESS NOTED OTHERWISE TRASH ON SITE DAILY. BLDG BUILDING BOLLD BOLLARD JAN JANITOR F. IT IS THE RESPONSIBILITY OF EACH CONTRACTOR TO BECOME FAMILIAR WITH THE PROJECT AND BID BOARD K V BRING ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE IMMEDIATE BLKG BLOCKING ATTENTION OF THE ARCHITECT. B.O. BOTTOM OF VB VINYL BASE BOT BOTTOM KIT KITCHEN VCT VINYL COMPOSITION TILE G. CONTACT RESPECTIVE UTILITY COMPANIES FOR EXACT LOCATION OF APPLICABLE UTILITIES AND TAKE BRDLM BROADLOOM VEH VEHICLE NECESSARY PRECAUTIONS TO PROTECT UTILITIES BELOW GROUND AND ABOVE GROUND AND TO BU BUILT UP VERT VERTICAL NOT INTERRUPT SERVICE TO THE TENANT OR ANY NEIGHBORING PROPERTIES. C L VIF VERIFY IN FIELD H. EACH CONTRACTOR SHALL MAKE ADVANCE ARRANGEMENTS WITH THE PROPERTY CAB CABINET LAM LAMINATE W OWNER/LANDLORD FOR ANY WORK WHICH WILL AFFECT THE OPERATIONS OF NEARBY TENANTS. CPT CEM CARPET CEMENT(ITIOUS) LAV LB LAVATORY POUND W WIDTH/WIDE I. EACH CONTRACTOR SHALL MAKE ADVACE ARRANGEMENTS WITH THE PROPERTY OWNER/LANDLORD CER CERMANIC BRITW/ ISH POUND (CURRENCY) WITH WC WATER CLOSET OR WALLCOVERING FOR ANY WORK BEFORE OR AFTER NORMAL BUSINESS HOURS AND SHALL BE RESPONSIBLE FOR CL CENTER LINE LT LIGHT SECURING THE PREMISES (AND NEIGHBORING PROPERTIES) AT ALL TIMES. CLG CEILING WD WOOD COATG COATING LV LEVELING WDW WINDOW J. ALL INTERIOR PARTITIONS SHALL HAVE A STC RATING OF 48 UNLESS OTHERWISE INDICATED. COILG COILING LVR LOUVER W/0 WITHOUT PROVIDE ACOUSTIC BATT INSULATION AND SOUND SEALANT AT ALL INTERIOR GYPSUM BOARD COL COLUMN M WP WALL PROTECTION PARTITIONS UNLESS OTHERWISE INDICATED. CONC CONCRETE WT WEIGHT CONSTR CONSTRUCTION MAX MAXIMUM WTRPRF WATERPROOFING K. ALL MATERIALS STORED WITHIN THE BUILDING SHALL BE NEATLY STACKED AND SHALL NOT CONT CONTINUOUS(ACTION) MDF MINERAL DENSITY FIBERBOARD INTERFERE WITH OPERATION OF THE FACILITY OR NEARBY TENANTS. DO NOT STORE COMBUSTIBLE CONTR CONTRACT(OR) MFD MANUFACTURED MATERIALS ON THE PREMISES FOR A PERIOD LONGER THAN NECESSARY FOR EXECUTION OF THE COV COVER MFR MANUFACTURER PROJECT. MECH MECHANICAL CMU CONCRETE MASONRY UNIT MET METAL CT CERAMIC TILE L. THIS PROJECT HAS BEEN DESIGNED IN ACCORDANCE WITH ADA GUIDELINES (PER THE BUILDING MEMB MEMBRANE CODE AMENDMENT SECTION 1101.2). D MEZZ MEZZANINE MIN MINIMUM M. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS. DBL DOUBLE MISC MISCELLANEOUS DEPT DEPARTMENT MLWK MILLWORK N. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN THE TERMS OF DES DESIGN(ED) MOIST MOISTURE ARCHITECTURAL DESIGN CONCEPT, THE DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL DET DETAIL MOT MOTOR(IZED) ELEMENTS, AND THE TYPE OF STRUCTURAL SYSTEM. THE DRAWINGS DO NOT NECESSARILY INDICATE DF DRINKING FOUNTAIN MT MOSAIC TILE (DECORATIVE) OR DESCRIBE ALL WORK REQUIRED FOR FULL PERFORMANCE AND COMPLETION OF THE DIA DIAMETER MTD MOUNTED REQUIREMENTS OF THE CONTRACT. THE TRADE CONTRACTORS SHALL PERFORM SUCH SERVICES, DIM DIMENSION N AND FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION OF THE PROJECT. DISP DISPENSER DIV DIVISION NIC NOT IN CONTRACT 0. ALL OR PART OF THESE DOCUMENTS WERE GENERATED BY ELECTRONIC MEANS. THE ARCHITECT IS DN DOWN NO NUMBER RELYING ON THE ACCURACY OF THE SOFTWARE EMPLOYED. $ DOLLAR (US CURRENCY) NTS NOT TO SCALE DP DEPTH P. THE GENERAL CONDITIONS FOR THIS PROJECT ARE THE GENERAL CONDITIONS OF THE CONTRACT DR DOOR 0 FOR CONSTRUCTION, AIA DOCUMENT A201, CURRENT EDITION, A COPY OF WHICH IS ON FILE AND MAY DSCON DISCONNECT ORNA ORNAMENTAL BE EXAMINED IN THE OFFICE OF THE ARCHITECT. DWG DRAWING OVFL OVERFLOW DWR DRAWER OVHD OVERHEAD Q. ANY PIPING AND / OR OTHER MATERIAL THAT WILL BE INSTALLED IN OR END UP IN A "FREE RETURN - PLENUM" AREA BECAUSE OF NEW CONSTRUCTION, SHALL BE EITHER REPLACED WITH PLENUM RATED E OPNG OPENING(S) MATERIAL OR WRAPPED/PROTECTED WITH A PLENUM RATED MATERIAL TO ACHIEVE PROPER RATING OPR OPERABLE (i.e. FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPMENT OF 50 OR LESS). EA EACH EIFS EXTERIOR INSULATION FINISH SYSTEM P ELAST ELASTOMERIC PT PAINT DISABLED ACCESS NOTES ELEC ELECTRICAL PTN PARTITION ELEV ELEVATION PEDTR PEDESTRIAN EMBED EMBEDD(ED)(ING) PBD PARTICLE BOARD A. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON ENGR ENGINEER(ED) PL PLASTIC LAMINATE LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, PASSENGER ENTR ENTRANCE PNL PANEL ELEVATORS OR SPECIAL ACCESS LIFTS. EP EPDXY POLYST POLYSTYRENE EQ EQUAL PORT PORTABLE B. FLOOR SURFACES SHALL BE SLIP -RESISTANT. EQUIP EQUIPMENT PREFIN PREFINISHED E.T.R. EXISTING TO REMAIN PREFAB PREFABRICATED C. EVERY CORRIDOR AND AISLE SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE EXIST EXISTING PLAM PLASTIC LAMINATE NOT LESS THAN 44" IN WIDTH. EXP JT EXPANSION JOINT PLYWO PLYWOOD EXPS EXPOSED PRTECN PROTECTION D. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" EXT EXTERIOR Q IN HEIGHT. LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL. BEVEL OTHERS WITH A SLOPE NO GREATER THAN 1:2. F QT QUARRY TILE FAB FABRICATION E. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH FD FLOOR DRAIN OF TRAVEL SHALL BE OPERATED WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, FT FEET PANIC BARS, PUSH-PULL ACTIVATING BARS, OR OTHER HARDWARE DESIGNED TO FE FIRE EXTINGUISHER R PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. FE&C FIRE EXTINGUISHER AND B RESILIENT VINYL BASE CABINET RDR READER F. CENTER HAND ACTIVATED DOOR OPENING HARDWARE BETWEEN 36" AND 44" ABOVE THE FLOOR. FHC FIRE HOSE CABINET RECES RECESSED FIN FINISH RECPT RECEPTACLE G. MAXIMUM PULL OR PUSH EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8.5 POUNDS FLDG FOLDING REF REFER(ENCE) FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, MEASURED AT RIGHT FPLC FIREPLACE REFL REFLECTED ANGLES TO HINGED DOORS AND AT CENTER PLANE OF SLIDING OR FOLDING DOORS. FR FIRE RAT(ING)(ED) REFR REFRIGERATOR CORRESPONDING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET FRMG FRAMING REQD REQUIRED THE ABOVE STANDARDS. MAXIMUM EFFORT TO OPERATE REQUIRED FIRE DOORS MAY BE FXD FIXED RESIS RESIST(ANT)(IVE) INCREASED TO EXCEED 15 POUNDS. FXTR FIXTURE REINF REIN FORCE(D)(ING)(MENT) FLR FLOOR(ING) RESIL RESILIENT H. THE BOTTOM 10" OF ALL DOORS (EXCEPT SLIDING AND AUTOMATIC) SHALL HAVE A FURN FURNITURE RFG ROOFING SMOOTH UNINTERRUPTED SUFFICE TO ALLOW THE DOOR TO BE OPENED BY A FWC FABRIC WALL COVERING RM ROOM WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION PROVIDE RO ROUGH OPENING A 10" HIGH SMOOTH PANEL ON THE PUSH SIDE OF NARROW FRAME DOORS. G I. EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE NOT LESS THAN 3' IN GA GAUGE S WIDTH AND NOT LESS THAN 68" IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING GFRC GLASS FIBER REINFORCED AT 90 DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF THE DOORWAY CONCRETE SCR SCRIBE IS NOT LESS THAN 32". GFRG GLASS FIBER REINFORCED SCHED SCHEDULE GYPSUM SECUR SECURITY J. WHERE A PAIR OF DOORS IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL BE A GFRP GLASS FIBER REINFORCED SF SQUARE FEET CLEAR, UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE LEAF POSITIONED AT AN PLASTER SGL SINLGE ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. GL GLASS SHORG SHORING GR GRAD(E)(ING) SIM SIMILIAR K. IDENTIFY ACCESSIBLE ENTRANCES WITH AT LEAST ONE STANDARD SIGN AND WITH GWT GLAZED WALL TILE SL SHEET FLOORING ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING PEDESTRIAN WAYS. GYP GYPSUM SS SOLID SURFACE SST STAINLESS STEEL L. FLOORS OR LANDINGS SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD STD STANDARD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED STL STEEL WITH A SLOPE NO GREATER THAN 1:2. STRFR STOREFRONT STRUCT STRUCTURAL M. CENTER ELECTRICAL RECEPTACLE OUTLETS NOT LESS THAN 15" ABOVE THE FLOOR OR SURF SURFACE WORKING PLATFORM. SUSP SUSPENDED SYS SYSTEM(S) FIRE DEPARTMENT NOTES A. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR, AND ADDITIONAL EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR OR BUILDING DEPARTMENT INSPECTOR. B. PROVIDE EXIT SIGN WITH 6" LETTERS OVER REQUIRED EXITS, WHERE SHOWN ON DRAWINGS, AND ADDITIONAL SIGNS AS REQUIRED BY BUILDING DEPARTMENT INSPECTOR OR FIRE DEPARTMENT FIELD INSPECTOR. CONNECT EXIT SIGNS TO EMERGENCY POWER CIRCUITS. COMPLY WITH BUILDING CODES. C. PROVIDE EMERGENCY LIGHTING OF ONE FOOT-CANDLE AT FLOOR LEVEL COMPLY WITH BUILDING CODES. D. MAINTAIN AISLES AT LEAST 44" WIDE AT PUBLIC AREAS. E. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OF EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. ALL NEW DOORS SHALL HAVE APPROVED LEVER HANDLES. F. DOORS OPENING INTO REQUIRED 1 -HOUR, FIRE -RESISTIVE CORRIDORS SHALL BE PROTECTED WITH A SMOKE OR DRAFT STOP ASSEMBLY HAVING A 20 -MINUTE RATING AND SHALL BE SELF-CLOSING. G. 20 -MINUTE DOOR JAMBS TO BE TIGHT -FITTING, SMOKE AND DRAFT CONTROLLED H. EXIT DOORS SHALL SWING IN THE DIRECTION ON TRAVEL WHEN SERVING 50 OR MORE PERSONS OR IN ANY HAZARDOUS AREA. I. INTERIOR WALL AND CEILING FINISHES FOR EXIT CORRIDOR SHALL NOT EXCEED ANY END POINT FLAME SPREAD RATING: 1. CLASS I, FLAME SPREAD 0-25, SMOKE DENSITY 150, FOR MATERIALS INSTALLED IN VERTICAL EXITS. 2. CLASS II, FLAME SPREAD 26-75, SMOKE DENSITY 300, FOR MATERIALS INSTALLED IN HORIZONTAL EXITS. 3. CLASS III, FLAME SPREAD 76-200, SMOKE DENSITY 450, FOR MATERIALS INSTALLED IN ANY OTHER LOCATION. J. DECORATIONS (CURTAINS, DRAPES, SHADES, HANGINGS, ETC.) SHALL BE NON-COMBUSTIBLE OR BE FLAMEPROOF IN AN APPROVED MANNER. K. PROVIDE FIRE DAMPERS OR DOORS WHERE AIR DUCTS PENETRATE FIRE -RATED WALLS OR CEILINGS. L. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE GAS AND HAZARDOUS SUBSTANCES SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS. M. WOOD BLOCKING SHALL BE FIRE TREATED IN ACCORDANCE WITH APPLICABLE CODE REQUIREMENTS. N. LOCATE THE CENTER OF FIRE ALARM INITIATING DEVICES 48" ABOVE THE LEVEL OR THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. 0. EMERGENCY WARNING SYSTEMS SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. P. EXTEND OR MODIFY EXISTING AUTOMATIC FIRE EXTINGUISHING SYSTEM AS REQUIRED TO PROVIDE AN APPROVED AUTOMATIC FIRE EXTINGUISHING SYSTEM. SUBMIT PLANS TO FIRE DEPARTMENT AND OBTAIN APPROVAL PRIOR TO INSTALLATION. Q. AUTOMATIC SPRINKLER SYSTEMS SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR A LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. R. PROVIDE SEMI -RECESSED TYPE CABINETS. GENERAL CONTRACTOR NOTES IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO SUBMIT THE VCA FIELD REPORT FORM INCLUDING DESCRIPTIVE PHOTOGRAPHS BI -WEEKLY TO VCA AND THE ARCHITECT. THE VCA FIELD REPORT FORM IS A PRE-REQUISIT TO EACH PAY APPLICATION AND SHALL BE SUBMITTED WITH EACH DRAW REQUEST. ALL FLOORING MUST BE PROTECTED AFTER INSTALLATION (FLOOR TILE & SHEET VINYL). GENERAL CONTRACTOR TO CONTACT SHEET VINYL, EPDXY AND TILE REPRESENTATIVE FOR CLEANING PRODUCTS GENERAL CONTRACTOR TO PROVIDE EACH SUB -CONTRACTOR ONE ENTIRE SET OF PLANS INCLUDING THE SPECIFICATIONS BOOK FOR THEIR COORDINATION BETWEEN EACH DISCIPLINE. (ATTIC STOCK) GENERAL CONTRACTOR TO PROVIDE HOSPITAL MANAGER WITH ATTIC STOCK OF THE FOLLOWING PRODUCTS & QUANTITIES: WALL TILE (1 box) CARPET TILE (1 box) PORCELAIN TILE (1 box) CEILING TILE (1 box) PAINTS (gallon or close to it) VCA REQUESTS THAT A FULL-TIME SUPERINTENDANT BE ON-SITE FOR PROJECT AT ALL TIMES. AT BID SUBMISSION, GENERAL CONTRACTOR TO PROVIDE ARCHITECT WITH THE FOLLOWING: ** EPDXY FLOORING CONTRACTORS CERTIFICATE OF LEVEL ONE INSTALLER PER EPDXY MANUFACTURER'S REQUIREMENTS. ** CERTIFIED INSTALLERS PER SHEET VINYL MANUFACTURER'S REQUIREMENTS. FIRE SUPPRESSION NOTES A. THE BUILDING SHALL BE FULLY SPRINKLERED, AND SHALL TIE INTO EXISTING BUILDINGS FIRE PROTECTION SYSTEM IN ACCORDANCE WITH ALL LOCAL CODE REQUIREMENTS. B. THE FIRE PROTECTION SYSTEM SHALL BE DESIGNED AND INSTALLED IN STRICT COMPLIANCE WITH NFPA 13 AND THE CODES AND REGULATIONS OF APPLICABLE GOVERNMENTAL AGENCIES. C. THE FIRE PROTECTION CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, CALCULATIONS, DRAWINGS AND SPECIFICATIONS OF THE FIRE PROTECTION SYSTEM, AND FILING WITH ALL APPLICABLE AGENCIES FOR REVIEW AND APPROVAL. D. THE FIRE PROTECTION CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO START OF INSTALLATION. E. CONCEALED SPRINKLER HEADS TO BE INSTALLED AT FRONT OF HOUSE AREAS ONLY. REFER TO FRONT OF HOUSE PLAN FOR LOCATIONS. PROJECT TEAM ARCHITECT MD ARCHITECTS ADDRESS: 9084 TECHNOLOGY DRIVE SUITE 200 FISHERS, INDIANA 46038 PHONE: 317-558-2822 CONTACT: RICK RENSCHEN EMAIL: rickr@mdarchitects.com MEP ENGINEER KEELER-WEBB ASSOCIATES ADDRESS: 486 GRADLE DR. CARMEL, IN 46032 PHONE: 317-574-0140 CONTACT: GREG HARE EMAIL: ghare@keelerwebb.com STRUCTURAL ENGINEER KEELER-WEBB ASSOCIATES ADDRESS: 486 GRADLE DR. CARMEL, IN 46032 PHONE: 317-574-0140 CONTACT: GREG HARE EMAIL: ghare@keelerwebb.com CIVIL ENGINEER KEELER-WEBB ASSOCIATES ADDRESS: 486 GRADLE DR. CARMEL, IN 46032 PHONE: 317-574-0140 CONTACT: ADAM DEHART EMAIL: adehart@keelerwebb.com VICINITY MAP I I I SHEET INDEX A CIVIL SHEET TOPO-DEMO Phase NUMBER SHEET NAME A CIVIL C1 TOPO-DEMO CIVIL C2 SITE PLAN CIVIL C3 GRADING & DRAINAGE CIVIL C4 EROSION CONTROL CIVIL C5.1 SITE DETAILS CIVIL C5.2 SITE & DRAINAGE DETAILS CIVIL C5.3 SANITARY & PLANT DETAILS CIVIL C6 SWPPP CIVIL COV CIVIL COVER SHEET CIVIL L1 LANDSCAPE PLAN 10 ARCHITECTURAL A0.1 CODE & LIFE SAFETY ARCHITECTURAL A0.2 SITE DETAILS ARCHITECTURAL A1.0 SITE PLAN ARCHITECTURAL A1.1 ARCHITECTURAL PLAN ARCHITECTURAL A1.2 REFLECED CEILING PLAN ARCHITECTURAL A1.4 ROOF PLAN ARCHITECTURAL A1.5 ROOF DETAILS ARCHITECTURAL A2.0 BUILDING ELEVATIONS ARCHITECTURAL A2.1 BUILDING SECTIONS ARCHITECTURAL A2.2 BUILDING SECTIONS ARCHITECTURAL A2.3 SECTION CONNECTOR ARCHITECTURAL A5.0 DOOR & WINDOW SCHEDULES ARCHITECTURAL A5.1 DOOR & WINDOW DETAILS ARCHITECTURAL A5.2 STOREFRONT ELEVATIONS ARCHITECTURAL A7.0 INTERIOR ELEVATIONS & DETAILS - RECEPTION DESK ARCHITECTURAL A7.1 INTERIOR ELEVATIONS & DETAILS ARCHITECTURAL T1.0 TITLE SHEET 20 STRUCTURAL S1.1 FOUNDATION PLAN & NOTES STRUCTURAL S1.2 FOUNDATION SECTIONS & DETAILS STRUCTURAL S2.1 STRUCTURAL WALL PLAN AND DETAILS STRUCTURAL S3.1 ROOF FRAMING PLAN & DETAILS 30 ELECTRICAL E1.1 ELECTRICAL POWER & LIGHTING ELECTRICAL E1.2 ELECTRICAL SPECS 40 MECHANICAL M1.1 MECHANICAL PLANS & SPECIFICATIONS 50 PLUMBING P1.1 SANITARY WASTE PLAN & ISOMETRIC PLUMBING P1.2 SUPPLY PIPING PLAN & PLUMBING SPECIFICATIONS PROJECT DESCRIPTION - SCOPE OF WORK BUILDING AII I F DOGGIEY TRAINING VICES FROM THE MAIN FACILITY. PROJECT LOCATION MAP w 0 D O J H W d W 0 Z a Lu z 0 (',J Q co 0q Lu z zLu Lu Lu Q CD p W Q Z Lu J � J � z2 ~ Lo Ir ov T UChi 0 � L Lu Lu a 0 If O 0 D EE EE 0 ED EE 0 r E THE CONSTRUCTION OF THIS ADDITION WILL IN NO WAY IMPACT, REDUCE, HINDER, OR BLOCK ANY EXISTING EXITS OR MEANS OF EGRESS N LIFE SAFETY PLAN In � a aaaaaaaa Lu � c) LD L°J WALL PARTITION TYPES LINE OF NO SOUND STRUCTURE WALL FIRE LINE OF MIN. 2X DOUBLE TOP PLATE CEILING ATTENUATION WIDTH Is RATING PROVIDE SOUND ATTENUATION BATT AS REQ'D STR DESIGNATION DESIGNATION vt� ADA CODE: 2014 INDIANA BUILDING CODE (CHAPTER 11 -ACCESSIBILITY) (COMPRISED FROM 678 2X WOOD STUD FRAMING AT 16" O.C. IAC 13-2.6-12 CHAPTER 11) -1 " B3 3-5/8" 4-7/8" 5/8" TYPE -'X' GYP. BOARD BOTH SIDES LINE OF STRUCTURE 2X SILL PLATE U � _}� B6i B6 6" 71/4" NA NA 49 STC RATING FOR WALLS WITH SOUND ATTENUATION BATTSTYPE: FULL HEIGHT WALL WALLMIN. PARTITIONT YPE B WITH SOUND NO SOUND STUD WALL FIRE UL MIN. COMMENTS ATTENUATION ATTENUATION WIDTH WIDTH RATING LISTING STR DESIGNATION DESIGNATION ADA CODE: 2014 INDIANA BUILDING CODE (CHAPTER 11 -ACCESSIBILITY) (COMPRISED FROM 678 RATING* IAC 13-2.6-12 CHAPTER 11) B3i B3 3-5/8" 4-7/8" NA NA 49 U � _}� B6i B6 6" 71/4" NA NA 49 WALL PARTITION NOTES A. PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY SYMBOL DESIGNATION, GRAPHIC DESIGNATION, OR A COMBINATION OF BOTH DESIGNATIONS. B. THE SYMBOL DESIGNATION HAS TWO OR THREE CHARACTERS. THE FIRST CHARACTER IS A LETTER THAT INDICATES THE PARTITION TYPE. THE SECOND CHARACTER IS A NUMERIC CHARACTER INDICATING THE STUD WIDTH. IF A THIRD CHARACTER IS USED (THE LETTER " i "), IT DESIGNATES THAT THE WALL SHALL RECEIVE SOUND ATTENUATION BATT. IF THERE IS NO THIRD CHARACTER, THEN NO INSULATION IS REQUIRED. NUMERIC CHARACTER STUD DEPTH STUD WIDTH 3 3-1/2" 1-1/2" 6 5-1/2" 1-1/2" C. IF NO SYMBOL DESIGNATION IS PROVIDED, THE WALL TYPE SHALL BE B3 D. NOT ALL WALL TYPES LISTED WILL BE USED ON THIS PROJECT. REFER TO FLOOR PLANS AND NOTES FOR CORRECT WALL IDENTIFICATION &LOCATION. E. "LINE OF STRUCTURE" INDICATED FOR EACH PARTITION IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE EXACT CONSTRUCTION CONDITIONS OR GEOMETRY. F. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE OF STUD. REFER TO PARTITION MATRICES FOR PARTITION WIDTH DIMENSIONS UNLESS INDICATED TO BE SHOWN O PLAN. G. ACOUSTICAL SEALANT AND BACKER RODS SHALL BE INSTALLED WHERE DRYWALL MEETS LINES OF STRUCTURE IN ALL INSTANCES WHERE THE WALLS ARE INDICATED TO RECEIVE SOUND ATTENUATING BATT. H. REFER TO ROOM FINISH PLANS AND SCHEDULES FOR FINAL WALL FINISHES. I. FOR PARTITIONS INDICATED TO RECEIVE SOUND ATTENUATION BATT (SAB), EXTEND SAB TO FULL HEIGHT OF PARTITION UNLESS OTHERWISE INDICATED. SILL PLATE TO BESET IN A CONTINUOUS BED OF SEALANT. J. REFER TO TOILET ACCESSORIES SHEET AND CASEWORK SHEET FOR MOUNTING DETAIL INFORMATION. K. PROVIDE MOISTURE RESISTANT BOARD (GREEN BOARD) IN LIEU OF GYPSUM BOARD IN ALL WET AREAS AND WHERE REQUIRED FOR TILE SUBSTRATE. CODE REQUIREMENTS ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS &DRAWINGS AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES, A.D.A., AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE AT THE EXPENSE OF THE OWNER, SUBJECT TO THE RECEIPT OF AN AFFADAVIT OR LETTER FROM THE GOVERNING BODY AND OWNER'S PRIOR APPROVAL OF ANY ADDITIONAL COST TO BE INCURRED. ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORK SHALL BE SECURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: V.D. LRCG.9q.I.LCTS, PC 9084. I!!!!IUNN0L0G'fl 1 V�IIVL H°:Wl.ERS, IN LLaiLO I.,Lp...: 3!755&2822 FSa'1,`, :°17.55&2k327 wavnJ4°ri,�c1s,com BUILDING CODE 2014 INDIANA BUILDING CODE (COMPRISED FROM 2012 INTL. BUILDING CODE) vcov MECHANICAL CODE: 2014 INDIANA MECHANICAL CODE (COMPRISED FROM 2012 INTL. MECHANICAL CODE) BUILDING INFORMATION OCCUPANCY: B -BUSINESS CONSTRUCTION TYPE: U -B SPRINKLED ALLOWABLE FOR 9,000 S.F. FOR B OCCUPANCY CONSTRUCTION TYPE V -B: WITH 200% SPRINKLER 27,000 S.F. INCREASE: TOTAL AREA: 13,020 USF/OVERALL EXSITING 4,350 (l5F7 PROPOSED ADDITION 1 7, 370 usFi (TOTAL PROPOSED AREA) TOTAL PROPOSED IS < ALLOWABLE (BEFORE FRONTAGE OR PROVISIONS OF 507.3) -9" OCCUPANT LOAD: 4,3501100 sf PER OCCUPANT(PER CHAPTER 10, TABLE 1004.1.2) = 44 OCCUPANTS MAX. COMMON PATH = 100-0"('B'(7CCUPANCY-SPRINKLEREL?) OF EGRESS TRAVEL: NOTE: PER 1015.1, MAX PATH OF EGRESS TRAVEL WOULD BE GREATER THAN 100'4" IN THIS PROJECT IF ONLY HAD ONE EXIT, SO TWO HAVE BEEN PROVIDED. MAX. DEAD END = 50-0"(PER SECTION 1018.4, EXCEPTION 2) ('B'(7CCUPANCY- SPRINKLEREL?) CORRIDOR: MIN. EGRESS = MIN. 44" CORRIDOR WIDTH: MIN. EGRESS = MIN. 44" STAIRWAY WIDTH: NOTE: PER 1015.2.1, EXCEPTION 2, EXIT OR EXIT ACCESS DOORWAYS MUST BE PLACED APART FROM EACH OTHER 1/3 THE LENGTH OF THE OVERALL DIAGONAL DIMENSION OF AREA SERVED (156'4 # OF STORIES /HEIGHT: EXISTING: 2 ST(JRIES/32-6" PROPOSED Aoo'r'oN: 1 sroRv127 " / 3 = 52'-3"). EXITS AS DESIGNED ARE LOCATED +1-110' APART. FEC =FIRE EXTINGUISHER CABINET w 0. 0 D O J W Lu rr 0 z a Lu z Q (',J � Lu LL Lu 0� w Z Q Q J Z Cn (D Q LL ZZ J �J � . LuQ Z :E � 0 LL C] WLULL06 Lu n W O Z W N LL a cn � J O w W Lu mo a �o w z V o w O � _ a a cf) N r > Q m Z10 W Z O OCC 7 F G >_ W = 2 Lu o � � Q = C] 0. UwLLOU=�> LL, LLI a 0 Q= Z G 7 F w N} F W C7o��Vl�OZVp� EE > � ZZ (/)=1 CC= W U � � awF OFO�C�� U = CC Q EEQ Q U d � Z U CC W� U F 7 W Wm= Q LL C] m �W JW W QFaOZ Luw z LU z Lu ��2 PLUMBING CODE: 2012 INDIANA PLUMBING CODE (COMPRISED FROM 2006 INTL. PLUMBING CODE) ELECTRICAL CODE: 2009 INDIANA ELECTRICAL CODE (COMPRISED FROM NFPA 70-2008) ENERGY CODE: 2010 INDIANA ENERGY CONSERVATION CODE (COMPRISED FROM ASHRAE 90.1-2007) ADA CODE: 2014 INDIANA BUILDING CODE (CHAPTER 11 -ACCESSIBILITY) (COMPRISED FROM 678 IAC 13-2.6-12 CHAPTER 11) FIRE CODE: 2014 INDIANA FIRE CODE (COMPRISED FROM 2012 INTL. FIRE CODE) =SCC JOLL BUILDING INFORMATION OCCUPANCY: B -BUSINESS CONSTRUCTION TYPE: U -B SPRINKLED ALLOWABLE FOR 9,000 S.F. FOR B OCCUPANCY CONSTRUCTION TYPE V -B: WITH 200% SPRINKLER 27,000 S.F. INCREASE: TOTAL AREA: 13,020 USF/OVERALL EXSITING 4,350 (l5F7 PROPOSED ADDITION 1 7, 370 usFi (TOTAL PROPOSED AREA) TOTAL PROPOSED IS < ALLOWABLE (BEFORE FRONTAGE OR PROVISIONS OF 507.3) -9" OCCUPANT LOAD: 4,3501100 sf PER OCCUPANT(PER CHAPTER 10, TABLE 1004.1.2) = 44 OCCUPANTS MAX. COMMON PATH = 100-0"('B'(7CCUPANCY-SPRINKLEREL?) OF EGRESS TRAVEL: NOTE: PER 1015.1, MAX PATH OF EGRESS TRAVEL WOULD BE GREATER THAN 100'4" IN THIS PROJECT IF ONLY HAD ONE EXIT, SO TWO HAVE BEEN PROVIDED. MAX. DEAD END = 50-0"(PER SECTION 1018.4, EXCEPTION 2) ('B'(7CCUPANCY- SPRINKLEREL?) CORRIDOR: MIN. EGRESS = MIN. 44" CORRIDOR WIDTH: MIN. EGRESS = MIN. 44" STAIRWAY WIDTH: NOTE: PER 1015.2.1, EXCEPTION 2, EXIT OR EXIT ACCESS DOORWAYS MUST BE PLACED APART FROM EACH OTHER 1/3 THE LENGTH OF THE OVERALL DIAGONAL DIMENSION OF AREA SERVED (156'4 # OF STORIES /HEIGHT: EXISTING: 2 ST(JRIES/32-6" PROPOSED Aoo'r'oN: 1 sroRv127 " / 3 = 52'-3"). EXITS AS DESIGNED ARE LOCATED +1-110' APART. FEC =FIRE EXTINGUISHER CABINET w 0. 0 D O J W Lu rr 0 z a Lu z Q (',J � Lu LL Lu 0� w Z Q Q J Z Cn (D Q LL ZZ J �J � . LuQ Z :E � 0 LL C] WLULL06 Lu n W O Z W N LL a cn � J O w W Lu mo a �o w z V o w O � _ a a cf) N r > Q m Z10 W Z O OCC 7 F G >_ W = 2 Lu o � � Q = C] 0. UwLLOU=�> LL, LLI a 0 Q= Z G 7 F w N} F W C7o��Vl�OZVp� EE > � ZZ (/)=1 CC= W U � � awF OFO�C�� U = CC Q EEQ Q U d � Z U CC W� U F 7 W Wm= Q LL C] m �W JW W QFaOZ Luw z LU z Lu ��2 =SCC JOLL W Qpm U � _}� =O FU w Om>' O U mC] Q � U a VD, ARU fl I E „TS, P 2 9024. TN!!!!! GH N 40G''( N VW A0.2 H"iwW1 ERS, IN4460PO I., &...: W55U 822 Wk 3 � T55&2827 v cndarc rw, ctc,com 12 5 PRESSURE TREATED WOOD PRESSURE TREATED WOOD FACIA TRUSS FRAMING PAINTED TO %=AL `, PAINTED TO MATCH EXISTING MATCH EXISTING WOOD PRESSURE TREATED WOOD FACIA PRESSURE TREATED WOOD FACIA HSS 2X2 SUPPORTS GROUTED PAINTED TO MATCH EXISTING PAINTED TO MATCH EXISTING INTO BLOCK @ 2'-0" O.C. HSS 4X4 PAINTED TO HSS 4X4 PAINTED TO MATCH EXISTING STEEL HSS 4X4 PAINTED TO MATCH EXISTING STEEL LIE MATCH EXISTING STEEL METAL COPING EMBEDED STEEL PIPE 74 GATE HANGER 6" CMU --- 1-15 PAINTED BRICK TO BRICK PAINTED TO 74 MATCH EXISTING r MATCH EXISTING STANDARD WOOD SLAT ENCLOSURE GATE PAINTED TO MATCH EXISTING WOOD 74 L-j-L-j-LlL-j-L-j-L-j-r-LL--j LL Elr� DD D DD °° , °.. D M D D J Q ° p o D D D D D °°°° W Q J 3 EAST / WEST ELEVATIONS 4 NORTH ELEVATION n n n W z z Ao.2 1/2" _ V-0" Ao.2 1/2" _ V-0" L J Q (_D C) W D 2 DUMPSTER ENCLOSURE SECTION w Q z W A0.2 1/2" = V-0" cr J W z z Q T U w A0.2 3 2 A0.2 qui ��4aaw'ii�a�!4'&gy��B D �p �a A0.2 4 0I'll, Chi r � �'aa aaaaaaaaaa W U row" m m p p qui qui o o z ui p NENLARGED DUMPSTER ENCLOSURE A0.2 1/2" _ V-0" 0 0 p W je D O z .. W N b Z J N C) W 0 `W Lu N O m a LL, z aF W U p H O Lu LL LL � N r > ¢ m Z � U � W W ZU W z O ZLu 7 F G >_ LL' Q = p �m�OUC U W10U=1� a C7 ¢ ¢=ZG 7 Fw (A }F W (nU¢� Ip�U~LL= W m o U' p� UmUz W 00 s Z Q F a p F O F U E >i U — ¢ 2 CC U ¢ <( a- Z U W U CC F 7 W W 2_¢ LL p m p W J W W¢ F a O Z WJ LL, m E zp L _ 2 m J O LL U =O W Om>' ¢gym _>< FU m O 5 mp Q Z U a VD, ARU fl I ECTS, PC 9084 T[!GHN0L0G'( � VWE HS1 ERS, IN 460PO 2 :W55U822 Wk 3 � T55&2827 wmvndarchilects,com 13 SPACES SCREENINGADDITIONAL FORARBORVITAE OBLIQUE VIEWS FROM APARTMENT n Z cn z GRAVEL DRAINAGE TRENCH TO MATCH EXISTING CHAIN LINK FENCE U.i TOM TCH EXISTIG GRASS ASPHALT 0 A K9 -GRASS Lu Lu Lu Lu NEW CONCRETE . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 GRASS SIDEWALK c/) c/) c/) c/) c� in ol 0 ol ol 101-01, 101-01, ----------------------------------- - "I ROOFTOP ----------------------------------- LARGE ROCKS UNIT ZONE LOCATION TBD 18 SPACES (2 HCAP) LLJ . .... .. .. .. . —q SLOPED CONCRETE 00001, DOG RUNS W/ K9 -GRASS 0 C\J < 1000 ap J0 co q LLI Z < Z PROPOSED ADDITION (4,350 SF) Z < -j (D o Lu 0- GRASS UJ z z Lu Lu Cn Z 2 c) 7- 6 1/2" 142'- -0" c� -- ------------ - -- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------- uj c� 10 NEW CONCRETE SIDEWALK ASPHALT C\l 10, - 9 1/4" -- -- --------------------------------- a 14 SPACES --------------- A D 4, GI's EXISTING BUILDING (13,020 SF) A E 4t� 0 < (7--� DAYCARE ADDITION SITE PLAN cn N �o 3/32" = V-0" ui REMOVEENOUGH T< EXISTING TURF Lu ENCLOSURE TO SATISFY EXIT TRAFFIC REQUIREMENTS. REFERENCE CIVIL DRAWINGS FOR DETAILS Z� 0 LL Lu D cf) 24 SPACES cf) ol ASPHALT z Z G z Lu U) Lu m LL, z < Lu H 0 O Lu LL R- cf) LL, ,6 Lu Lm, z w Lu 0 Fo 22 Z Lu < '-- LL> =,El W'pa, LL, 'o L -L, z 0 (D z z Ll'. =0 ozo) W< 2 �3= 1 El El LL, �: (< < c/) z < LL 'o Lu Lu Lu EIE<FW< 0 m Lu 0 z Lu Z Lu c/) 2 = 2 EE E 0 Lu F__ g: Qpm z Lu < c/) Lu Lu Lu Lu < C) (Dm 0 0 L5) - 1-1 0 < z C) REMOVE WINDOW AND FRAME IN ITS ENTIRETY DEMO THIS SECTION OF CMU WALL 3 DEMOLITION ELEVATION Al .1 3/4" = V-0" REMOVE WINDOW AND FRAME IN ITS ENTIRETY I—r DEMO THIS SECTION OF CMU WALL 1/2" EXPANSION MATERIAL 1/2"dia. X 12 SMOOTH ROD IN DRILLED HOLES AT 18"O.C. POUR NEW SLAB THROUGH NEW DOOR OPENING DEMO SECTION 3/4" = V-0" FINISH NOTES A. ENSURE SURFACES TO TO RECEIVE FINISHES ARE CLEAN, TRUE, AND FREE OF IRREGULARITIES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. REPAIR EXISTING SURFACES TO REMAIN AS REQUIRED FOR APPLICATION OF NEW FINISHES. C. A'LEVEL S FINISH IS REQUIRED IN ALL AREAS OF THE HOSPITAL. D. REQUIRED BASE PAINTING EXTERIOR FACE BRICK - "1ST COAT: S -W HEAVY DUTY BLOCK FILLER, BXXWXX (18 MILS WET, 10 MILS WET) "2ND COAT: S -W PRO INDUSTRIAL WATER BASED CATALYZED EPDXY GLOSS, BXX "3RD COAT: S -W PRO INDUSTRIAL WATER BASED CATALYZED EPDXY GLOSS, BXX (2.0-4 MILS DRY PER COAT) INTERIOR WALLS - *1ST COAT: S -W HARMONY INTERIOR LATEX PRIMER, B11 (4 MILS WET, 1.2 MILS DRY PER COAT) "2ND COAT: S -W HARMONY INTERIOR LATEX SEMI -GLOSS, B10 SERIES "3RD COAT: S -W HARMONY INTERIOR LATEX SEMI -GLOSS, B10 SERIES (4 MILLS WET, 1.6 MILS DRY PER COAT) E. ALL WALLS NOT DESIGNATED WITH AN ACCENT MARKER TO RECEIVE PAINT COLOR, PT -1 F-1 EXAMPLE OF PAINT COLOR (SEE PDF FOR COLOR) 1PT-3 DENOTES WALL FINISH MATERIAL/ COLOR, REFER TO FINISH LEGEND WALL LEGEND a EXISTING WALLS TO REMAIN NEW WALL CONSTRUCTION, NON - INSULATED ® NEW WALL CONSTRUCTION, INSULATED NEW METAL STUD / GYP. BOARD WALL CONSTRUCTION - 1 HR. RATED ASSEMBLY EXISTING DOOR TO REMAIN NEW DOOR TO BE INSTALLED ROOM SCHEDULE Room Floor Base North Wall South Wall East Wall West Wall Number Room Name Finish Finish Finish Finish Finish Finish Ceiling Finish Comments 101 VESTIBULE EP -1 EP -1 COVE SEE A5.2 SEE A5.2 STONE VENEER SEE A5.2 GYP. (PT -2) 102 LOBBY EP -1 EP -1 COVE WC -1 / PT -1 WC -1 / PT -1 WC -1 / PT -1 WC -1 / PT -1 ACT -1 / GYP. (PT -2) WC -1 UP TO 4'-0", PT -2 ABOVE 103 CONSULT EP -1 EP -1 COVE PT -1 PT -1 PT -1 PT -1 ACT -1 13"X13" 104 RR EP -1 EP -1 COVE CT -1 / CT -2 / PT -1 CT -1 / CT -2 / PT -1 CT -1 / CT -2 / PT -1 CT -1 / CT -2 / PT -1 ACT -1 105 TRAINING EP -1 EP -1 COVE WC -1 / PT -1 WC -1 / PT -1 WC -1 / PT -1 WC -1 / PT -1 ACT -1 WC -1 UP TO 4'-0", PT -2 ABOVE 106 SOCIALIZATION EP -1 EP -1 COVE WC -1 / PT -1 WC -1 / PT -1 WC -1 / PT -1 WC -1 / PT -1 ACT -1 WC -1 UP TO 4'-0", PT -2 ABOVE 107 PASSAGE EP -1 EP -1 COVE FACE BRICK FACE BRICK FACE BRICK/ SEE A5.2 EXISTING / SEE A5.2 GYP. (PT -2) V 1 � J A1.1 1/8" = 1'-0" ARCHITECTURAL SYMBOL LEGEND 101 DOOR TAG, REFER TO DOOR SCHEDULE. W# WINDOW TAG, REFER TO STOREFRONT ELEVATIONS SHEET A5.2 ELEVATION TARGET Room name ROOM NAME, NUMBER & SIZE 101 1 i WALLTYPE, REFER TO ....FOR INFORMATION. DETAIL NUMBER IM 1 101 SHEET NUMBER F ENLARGED PLAN O7R 1 DETAIL L — — — _j SECTION NUMBER SIM 1 10 SHEET NUMBER 1 ELEVATION NUMBER A4.1 SHEET NUMBER SEE SHEET A1.4 FOR ELEVATION SYMBOLS 1� REVISION TAG ARCHITECTURAL GENERAL NOTES A. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES B. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, OR FACE OF MASONRY. REVIEW DOCUMENTS, FIELD VERIFY EXACT SIZE AND LOCATIONS OF ALL EXISTING WORK PRIOR TO CONSTRUCTION. IN THE EVENT OF CONFLICTS OR OMISSIONS, CONTACT THE ARCHITECT. DO NOT SCALE DRAWINGS. C. ALL GYPSUM BOARD FINISH TO RECEIVE A'LEVEL S FINISH FOR FRONT OF HOUSE & BACK OF HOUSE D. PROVIDE WOOD BLOCKING SUPPORT FOR ALL TOILET ACCESSORIES, CABINETRY, EQUIPMENT ETC., AS REQUIRED. E. COORDINATE WORK OF ALL TRADES. F. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT EXISTING SERVICE DURING CONSTRUCTION. G. CAULK JUNCTURES BETWEEN ALL DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). H. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC,. AS REQUIRED BY LAW, CODE, OR ORDINANCE AND AS OTHERWISE REQUIRED. I. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY. J. ALL WORK SHOWN ON PROTECTION ONE DRAWINGS FOR SECURITY AND FIRE PROTECTION SHALL BE CONTRACTED DIRECTLY BY THE OWNER WITH PROTECTION ONE. WORK SHOWN HERE FOR REFERENCE. REQUIREMENTS OF CONTRACTOR INSTALLED ELEMENTS OF LOW VOLTAGE SYSTEM ARE SHOWN ON ELECTRICAL DRAWINGS. COORDINATE TELECOMMUNICATION, DATA AND SECURITY SYSTEM INSTALLATION W/ OWNER. K. PROVIDE FIRE EXTINGUISHERS AND CABINETS AS REQUIRED BY LOCAL CODE. L. SUBMIT REQUEST FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO THE ARCHITECT PER SPECIFICATION MANUAL REQUIREMENTS PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. M. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS. N. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE FOR WORK PROVIDED BY OWNER AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 0. PROVIDE MOISTURE RESISTANT BOARD IN LIEU OF GYPSUM WALL BOARD IN ALL WET AREAS. AT ALL NEW DOG RUN LOCATIONS AND WHERE WALL TILE IS BEING INSTALLED, 5/8" CEMENT BOARD (DUROCK OR EQUAL) TO BE INSTALLED AT ALL WALL APPLICATIONS. P. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. Q. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER TO ENSURE SECURITY AT ALL TIMES. R. PROVIDE INTERIOR SIGNAGE, REFER TO SHEET A8.0 & SPECIFICATION BOOK FOR MORE INFORMATION. S. G.C. TO PROVIDE AND INSTALL SOUND BATT INSULATION OVER EACH EXAM ROOM CEILING (ENTIRE AREA). T. WHERE EXISTING WALLS OCCUR IN AREAS WHERE WALL TILE IS TO BE INSTALLED, REMOVE EXISTING GYPSUM BOARD AND INSTALL 5/8" CEMENT BOARD. U. IF NEW EXTERIOR SIGNAGE IS TO BE INSTALLED, COORDINATE POWER REQUIREMENTS (REQUIRED SEPERATE CIRCUIT) WITH SUPERIOR ELECTRICAL (VCA SIGNAGE VENDOR). V. ALL LOCATIONS OF NEW DOG RUN FLOOR DRAINS ARE SHOWN ON PLAN PORTION OF DOG RUN INTERIOR ELEVATION SHEET. ARCHITECTURAL PLAN KEYNOTES V� 411�1 It I w 0 D O J H W 0.W 0 Z rra LU z 0 Q M z O Q cr (0 LU 0- J J Q LU — LU LU z2 _ LO Ir U Ir ov Q T o U 11 Ochi � a aaaaaaaa LU OPROVIDE 3M BLACKOUT FILM IN THIS AREA TO CONCEAL INTERIOR FRAMING. FINISH SCHEDULE O NEW METAL LOCKERS AT THIS LOCATION. PROVIDE SLOPED TOP, SEE EQUIPMENT PLAN FOR MORE SYMBOL MANUFACTURER SERIES/ STYLE COLOR SIZE NOTES L Az 11: I) WA II uL 1:1�; ONEW HI -LO ADA COMPLIANT DRINKING FOUNTAIN, REFER TO PLUMBING DRAWINGS FOR INFORMATION GWT 1 DALTILE SEASON WOOD SW03 AUTUM WOOD 6" X48" PLANKS 4'-0" A.F.F. FINISH WITH SCHLUTER STRIP GWT2 13"X13" GWT-3 FURRING CHANNEL SPACED 12" O.C. SCREW FASTENED PERPENDICULAR TO LOWER CHORD OF 6" X 6" 4 A2.0 IsFll I°d'I. CLASS A, B OR C. (UL #P533) PAINT NEW GYP. BOARD CEILING. PT -1 SHERWIN WILLIAMS EGGSHELL SW7746 RUSHING RIVER PT -2 SHERWIN WILLIAMS EGGSHELL SW7048 URBAN BRONZE OALIGN NEW WALL WITH CORNER OF WINDOW. PT -3 SHERWIN WILLIAMS EGGSHELL SW7702 SPICED CIDER 11 REMOVE EXISTING GYPSUM BOARD AS REQUIRED TO ADD LEAD LINED GYPSUM BOARD TO EXISTING GYP. BOARD PER PHYSICIST REPORT. GR -1 TEC 925 SABLE ED o GR -2 BACK IN PLACE WITH SLOPE TO DRAIN. SEE TYPICAL RUN DETAIL 5 & 6 ON SHEET A7.3 AND PLUMBING o DRAWINGS. ti 17ry I(x)JI D 13 OWNER PROVIDED MOVABLE FILE STORAGE. cn EP -1 I PRIME COAT COATING SYSTEMS PC VINYL FLECK SMALL VINYLFLECK COLORS CUSTOM 0 z MANUFACTURER TO PROVIDE CUSTOM COLOR TO MATCH EXISTING L NIINA1 8tIIIII:AC 8 PL -1 1MATTE FINISH 5884-58 CHESTNUT WOODUNE DOOR FINISH PL -2 FORMICA MATTE FINISH 5881-58 CHOCOLATE WRAP 15 NEW PORTION OF SIDEWALK, ALIGN WITH EXISTING. CASEWORK PL -3 WILSONART 7970K-18 HIGH LINE WALL PROTECTION TO BE INSTALLED UP TO 4'-0" HIGH MT -1 I CHEMETAL BOARD) AND PROVIDE SOUND BATT INSULATION INSIDE WALL CAVITY. MATCH ADJACENT NEW WALL 916 BRUSHED PEWTER ALUMINUM RECEPTION DESK 8U1:I'AC1::: CONSTRUCTION. LU SS -1 M = 17 GYP. BOARD) AND PROVIDE 1- HR. RATED WALL CAVITY (SEE WALL TYPE A ON SHEET A0.2 FOR INFO). SS -2 Z U 18 AT EXISTING WINDOW OPENING, REMOVE TRIM & PATCH WALL AS REQUIRED. INFILL OPENING WITHw Gtr )f 111 €i, LAN1111:8 a NEW WALL CONSTRUCTION. o LL LL DF -1 EXTINGUISHERCABINET / EXTINGUISHER TO BE PROVIDED AND 19 NEW EMI- X WENT WD -1 INSTALLED PER A.D.A.FIRE SHER V 1 � J A1.1 1/8" = 1'-0" ARCHITECTURAL SYMBOL LEGEND 101 DOOR TAG, REFER TO DOOR SCHEDULE. W# WINDOW TAG, REFER TO STOREFRONT ELEVATIONS SHEET A5.2 ELEVATION TARGET Room name ROOM NAME, NUMBER & SIZE 101 1 i WALLTYPE, REFER TO ....FOR INFORMATION. DETAIL NUMBER IM 1 101 SHEET NUMBER F ENLARGED PLAN O7R 1 DETAIL L — — — _j SECTION NUMBER SIM 1 10 SHEET NUMBER 1 ELEVATION NUMBER A4.1 SHEET NUMBER SEE SHEET A1.4 FOR ELEVATION SYMBOLS 1� REVISION TAG ARCHITECTURAL GENERAL NOTES A. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH ALL APPLICABLE CODES, LAWS AND ORDINANCES B. ALL DIMENSIONS ARE FROM FACE OF FINISH TO FACE OF FINISH, OR FACE OF MASONRY. REVIEW DOCUMENTS, FIELD VERIFY EXACT SIZE AND LOCATIONS OF ALL EXISTING WORK PRIOR TO CONSTRUCTION. IN THE EVENT OF CONFLICTS OR OMISSIONS, CONTACT THE ARCHITECT. DO NOT SCALE DRAWINGS. C. ALL GYPSUM BOARD FINISH TO RECEIVE A'LEVEL S FINISH FOR FRONT OF HOUSE & BACK OF HOUSE D. PROVIDE WOOD BLOCKING SUPPORT FOR ALL TOILET ACCESSORIES, CABINETRY, EQUIPMENT ETC., AS REQUIRED. E. COORDINATE WORK OF ALL TRADES. F. CONTACT RESPECTIVE UTILITY COMPANY FOR EXACT LOCATION OF SERVICES PRIOR TO START OF CONSTRUCTION. PROTECT EXISTING SERVICE DURING CONSTRUCTION. G. CAULK JUNCTURES BETWEEN ALL DIFFERENT MATERIALS (I.E. STOREFRONT AND GYPSUM BOARD). H. EACH CONTRACTOR SHALL PROVIDE ALL BARRICADES, ETC,. AS REQUIRED BY LAW, CODE, OR ORDINANCE AND AS OTHERWISE REQUIRED. I. REMOVE ALL TRASH AND DEBRIS FROM THE JOB SITE DAILY. J. ALL WORK SHOWN ON PROTECTION ONE DRAWINGS FOR SECURITY AND FIRE PROTECTION SHALL BE CONTRACTED DIRECTLY BY THE OWNER WITH PROTECTION ONE. WORK SHOWN HERE FOR REFERENCE. REQUIREMENTS OF CONTRACTOR INSTALLED ELEMENTS OF LOW VOLTAGE SYSTEM ARE SHOWN ON ELECTRICAL DRAWINGS. COORDINATE TELECOMMUNICATION, DATA AND SECURITY SYSTEM INSTALLATION W/ OWNER. K. PROVIDE FIRE EXTINGUISHERS AND CABINETS AS REQUIRED BY LOCAL CODE. L. SUBMIT REQUEST FOR SUBSTITUTIONS, REVISIONS, OR CHANGES TO THE ARCHITECT PER SPECIFICATION MANUAL REQUIREMENTS PRIOR TO PURCHASE, FABRICATION OR INSTALLATION. M. COORDINATE WORK WITH THE OWNER, INCLUDING SCHEDULING TIME AND LOCATIONS FOR DELIVERIES, BUILDING ACCESS, USE OF BUILDING SERVICES AND FACILITIES. MINIMIZE DISTURBANCE OF BUILDING FUNCTIONS AND OCCUPANTS. N. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE FOR WORK PROVIDED BY OWNER AND COORDINATE TO ASSURE ORDERLY SEQUENCE OF INSTALLATION. 0. PROVIDE MOISTURE RESISTANT BOARD IN LIEU OF GYPSUM WALL BOARD IN ALL WET AREAS. AT ALL NEW DOG RUN LOCATIONS AND WHERE WALL TILE IS BEING INSTALLED, 5/8" CEMENT BOARD (DUROCK OR EQUAL) TO BE INSTALLED AT ALL WALL APPLICATIONS. P. PROTECT AREA OF WORK AND ADJACENT AREAS FROM DAMAGE. Q. MAINTAIN WORK AREAS SECURE AND LOCKABLE DURING CONSTRUCTION. COORDINATE WITH OWNER TO ENSURE SECURITY AT ALL TIMES. R. PROVIDE INTERIOR SIGNAGE, REFER TO SHEET A8.0 & SPECIFICATION BOOK FOR MORE INFORMATION. S. G.C. TO PROVIDE AND INSTALL SOUND BATT INSULATION OVER EACH EXAM ROOM CEILING (ENTIRE AREA). T. WHERE EXISTING WALLS OCCUR IN AREAS WHERE WALL TILE IS TO BE INSTALLED, REMOVE EXISTING GYPSUM BOARD AND INSTALL 5/8" CEMENT BOARD. U. IF NEW EXTERIOR SIGNAGE IS TO BE INSTALLED, COORDINATE POWER REQUIREMENTS (REQUIRED SEPERATE CIRCUIT) WITH SUPERIOR ELECTRICAL (VCA SIGNAGE VENDOR). V. ALL LOCATIONS OF NEW DOG RUN FLOOR DRAINS ARE SHOWN ON PLAN PORTION OF DOG RUN INTERIOR ELEVATION SHEET. ARCHITECTURAL PLAN KEYNOTES V� 411�1 It I w 0 D O J H W 0.W 0 Z rra LU z 0 Q M z O Q cr (0 LU 0- J J Q LU — LU LU z2 _ LO Ir U Ir ov Q T o U 11 Ochi � a aaaaaaaa LU N } } Q [0 zU W z U OCC 7 F G >w=2 1 Q=LU C] U' m�OUC UwLLOU=�> LL,a 0LLI Q= Z G 7 F w N} F w ZZ0) VIEE OZWp(J z<El OF8 UCES U Q ¢ U D S W �: w I �i U CC F 7 w w 0= Q LL C] w J w w F a O Z w w LU z 0 w F LL, C/) FU CC ow a 0 U Q OZ U OPROVIDE 3M BLACKOUT FILM IN THIS AREA TO CONCEAL INTERIOR FRAMING. O NEW METAL LOCKERS AT THIS LOCATION. PROVIDE SLOPED TOP, SEE EQUIPMENT PLAN FOR MORE o INFORMATION. OREPLACE ALL WINDOW SILLS WITH SOLID SURFACE MATERIAL. (QTY. 17) ONEW HI -LO ADA COMPLIANT DRINKING FOUNTAIN, REFER TO PLUMBING DRAWINGS FOR INFORMATION OLINE OF BULKHEAD ABOVE. O THIS ROOM TO BE ONE HOUR RATED. TREAT ALL WALLS AND CEILING TO ACHEIVE ONE HOUR RATIN AT CEILING, PROVIDE ONE LAYER OF 5/8" FIRE-SHELD C WALLBOARD ATTACHED TO 1/21, RESILIENT o FURRING CHANNEL SPACED 12" O.C. SCREW FASTENED PERPENDICULAR TO LOWER CHORD OF 4 A2.0 WOOD TRUSSES OF 2 x 4 LBR. WITH STEEL TRUSS PLATES, SPACED 24" O.C. ROOFING SYSTEM UL CLASS A, B OR C. (UL #P533) PAINT NEW GYP. BOARD CEILING. z ORELOCATE ATTIC ACCESS TO BE INSTALLED IN GYP. BOARD CEILING. ONEW 3'X T STOREFRONT WINDOW, SEE ELEVATION 6/A5.0 w OALIGN NEW WALL WITH CORNER OF WINDOW. 10 NEW DATA SERVER LOCATION, COORDINATE WITH OWNERS VENDOR. 11 REMOVE EXISTING GYPSUM BOARD AS REQUIRED TO ADD LEAD LINED GYPSUM BOARD TO EXISTING GYP. BOARD PER PHYSICIST REPORT. 12 ALL DOG RUNS INDICATED ON DEMOLITION PLAN TO HAVE CONCRETE SLAB REMOVED SHALL BE POU ED o BACK IN PLACE WITH SLOPE TO DRAIN. SEE TYPICAL RUN DETAIL 5 & 6 ON SHEET A7.3 AND PLUMBING o DRAWINGS. D 13 OWNER PROVIDED MOVABLE FILE STORAGE. cn 0 z 14 AT EXISTING WALL, INFILL OPENING WITH NEW WALL CONSTRUCTION, SEE WALLTYPE ' P' FOR DETAIL & LISTED WALLTYPE FOR CONSTRUCTION. w z Z a 15 NEW PORTION OF SIDEWALK, ALIGN WITH EXISTING. 0- 16 (EXISTING WALL) EXTEND WOOD STUD WALL CONSTRUCTION TO UNDERSIDE OF DECK (10'-0" A.F.F G BOARD) AND PROVIDE SOUND BATT INSULATION INSIDE WALL CAVITY. MATCH ADJACENT NEW WALL CONSTRUCTION. LU (EXISTING WALL) EXTEND WOOD STUD WALL CONSTRUCTION TO UNDERSIDE OF DECK (10'-0" A.F.F M = 17 GYP. BOARD) AND PROVIDE 1- HR. RATED WALL CAVITY (SEE WALL TYPE A ON SHEET A0.2 FOR INFO). w Z U 18 AT EXISTING WINDOW OPENING, REMOVE TRIM & PATCH WALL AS REQUIRED. INFILL OPENING WITHw a NEW WALL CONSTRUCTION. o LL LL LU EXTINGUISHERCABINET / EXTINGUISHER TO BE PROVIDED AND 19 NEW EMI- X WENT INSTALLED PER A.D.A.FIRE SHER N } } Q [0 zU W z U OCC 7 F G >w=2 1 Q=LU C] U' m�OUC UwLLOU=�> LL,a 0LLI Q= Z G 7 F w N} F w ZZ0) VIEE OZWp(J z<El OF8 UCES U Q ¢ U D S W �: w I �i U CC F 7 w w 0= Q LL C] w J w w F a O Z w w LU z 0 w F LL, C/) FU CC ow a 0 U Q OZ U ENLARGED RECEPTION BULKHEAD RC 1/2" = V-0" LIGHT FIXTURE SCHEDULE REFLECTED CEILING NOTES Symbol Mark Description Mounting Comments A. DESIGN SUSPENDED CEILING FRAMING SYSTEMS TO RESIST A LATERIAL FORCE OF 20% 6" INCANDESCENT RECESSED OF THE WEIGHT OF THE CEILING ASSEMBLY AND ANY LOADS TRIBUTARY TO THE CO) CAN DOWNLIGHT SYSTEM. USE A MINIMUM CEILING WEIGHT OF 5 POUNDS PER SQUARE FOOT TO LOBBY PENDANT DETERMINE THE LATERIAL FORCE. 2' SURFACE MOUNTED WRAP WHERE CEILING LOADS TO NOT EXCEED 5 POUNDS PER SQUARE FOOT AND WHERE ® AROUND B. x4' LED DIRECT/INDIRECT PARTITIONS ARE NOT CONNECTED TO THE CEILING SYSTEM, THE FOLLOWING BRACING TROFFER METHODS MAY NOT BE EMPLOYED: PROVIDE LATERALSUPPORT BY FOUR WIRES OF MINIMUM NO. 12 GAUGE SPLAYED IN 1 • FOUR DIRECTIONS 90 DESGREES APART, AND CONNECTED TO THE MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER AND TO THE STRUCTURE AT AN ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. PROVIDE THESE LATERAL SUPPORT POINTS 12' ON CENTER IN EACH DIRECTION, WITH THE FIRST POINT WITHIN 4' FROM EACH WALL. 2• ALLOW FOR LATERAL MOVEMENT OF THE SYSTEM. ATTACH MAIN RUNNERS AND CROSS RUNNERS AT TWO ADJACENT WALLS; MAINTAIN CLEARANCE BETWEEN THE WALL AND THE RUNNERS AT THE OTHER TWO WALLS. 3. PROVIDE VERTICAL SUPPORT AS REQUIRED IN BUILDING CODES. IN ADDITION, VERTICALLY SUPPORT ENDS OF RUNNERS WITHIN 8" OF DISCONTINUITIES SUCH AS MAY OCCUR WHERE THE CEILING IS INTERRUPTED BY A WALL. 4. SUPPORT LIGHT FIXTURES AND AIR DIFFUSERS DIRECTLY BY WIRES TO THE STRUCTURE ABO C. LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPEAKERS, RECESSED FIXTURES, AND SIMILAR CEILING ELEMENTS IN ACOUSTICAL UNITS, UNLESS OTHERWISE NOTED. D. FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISH, UNLESS OTHERWISE NOTED. Si E. PROVIDE NIGHT LIGHT CIRCUITS AS REQUIRED. F THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL CEILING ELEMENTS AND/OR PENETRATIONS. COORDINATE ANY FIELD VERIFIED OR r AS -BUILT CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THESE PLANS WITH THE ARCHITECT. G SIZES OF MECHANICAL EQUIPMENT (IF SHOWN) ARE FOR REFERENCE ONLY. C2 C� �CL, COORDINATE ACTUAL SIZES WITH MECHANICAL ENGINEER. I H SIZES AND SHAPES OF LIGHTING AND OTHER MISCELLANEOUS ELECTRICAL EQUIPMENT (IF SHOWN) ARE FOR REFERENCE ONLY. COORDINATE ACTUAL SIZES WITH THE ELECTRICAL ENGINEER. INSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS AT EACH SIDE OR END OF +10'-1 O" GYPSUM THE INDIVIDUAL SPACES UNLESS OTHERWISE INDICATED. NO PANEL SHALL BE LESS 10 BOARD CEILING THAN 1'-0" WIDE. I I J. ALL ELECTRICAL BOXES, SWITCH PLATES, ETC. SHALL BE INSTALLED PER LOCATIONS SHOWN ON SHEET A0.1 (STANDARD MOUNTING HEIGHTS) I I K. CERTAIN ROOMS TO RECEIVE NEW OCCUPANCY SENSOR LIGHT SWITCHES, SEE E1.0 FOR LOCATIONS. L. PROVIDE BLOCKING IN CEILING / BULKHEAD FOR SUPPORT OF EQUIPMENT. C2 C2 C2 M. CONCEALED SPRINKLER HEADS TO BE INSTALLED AT THE FRONT OF HOUSE AREAS ONLY. REFER TO SHEET A1.1 FOR FRONT OF HOUSE LOCATION PLAN. 9 9. 2'- 8" 5' - 0" 2'- 8" ' N. BOTTOM OF P1 PENDANT FIXTURES AT RECEPTION DESK TO BE INSTALLED AT 6'-5" A.F.F. 0. FOR ALL PURCHASED LIGHTING FIXTURES FOR THIS PROJECT, G.C. IS TO CONTACT THE VCA PREFERRED VENDOR, SPECIFIED LIGHTING (MELINDA DYKSTRA) PHONE: (317) 577-8838 P. (MECHANICAL NOTE) ❑ ❑ S1 ** ISOLATION ROOM TO RECEIVE NEGATIVE PRESSURE. ** OR / SURGERY ROOM TO RECEIVE POSITIVE PRESSURE. 3 ENLARGED VESTIBULE BULKHEAD RC A1.2 1/2"=1'-0" REFLECTED CEILING PLAN KEYNOTES OGYP BOARD BULKHEAD. N � ■ ■■ ■v ■ ■ r�rr■ ■ ■ ■r■ rry ■ rr vr■r■■ _... ■ r■ u � A1.2 3/16" = 1'-0" 'IDE COORDINATION DRAWINGS OF ALL SURGERY ROOM JG TO REMAIN. ALL CEILING TILE CLIPS AT GRID. - SEE FINISH PLAN FOR SPECIFICATION I I V,D, ATC;fl 17; „T7, P 9081 T!!!! GHNCL0G fl VIIVL fmm S1 d FS, IN 460P2 I.,Lp...: 3!755&2822 via cndarc it ctc,com w 0 D O J LU 0 z rra LU z 0 Z Q M Q pc) J Iql- zQ z W Q J (.D 0 LU Z U J 0 .w w Z J �LL Q LU ov o 'a chi � a aaaaaaaa LU LU 0 w Z N Z a o � J N Z U (� > Z W U 0 LU W U W J LU O 0 CC a a cf) N Q > Z10 w � z0 0C[ c ¢_LU >w=s O' m �� LLO U= w'>' p m 'w a0¢ wo ¢=ZG 7 Fw (A }F W �U ~ m o mU ¢� Ip LL=CC 00: UwOZ W 007� Zz¢MFaOF00 s c) M_ >:U- ¢ 2 CC U ¢ ¢ U d c Z U W U CC F J 7 W w M_¢ LL 0 w W W LU0z2 CC¢F¢OZLU =2m JOLL LU LU z W ¢gym U _>< =O FU 0M OO U m0 Q Z U ® _ — T.O. PARAPET 15'-4" V FHFEm7A 3 SECTION -PARAPET A1.5 1 1/2" = V-0" T.O. PARAPE — — — — — — — F 7-71 PARAPET BEYOND TRUSS BEARING 13'-21/2.. 1/2" RECOVERY BOARD SLOPE 1/4" PER FOOT MIN. R-20 POLYISO TO SCUPPER TAPERED INSULATION -060 MIL SINGLE P -LY RnnF _ _ T.O. ROOF MEMBRANE WRAPPED DOWN 12'- 3 1/2" INTO GUTTER DOUBLE 2X12 EDGE BLOCKING 3/4" OSB SHEATHING WOOD BOX TRUSS ROOF FRAIMING FACE BRICK 15/8" AIR GAP 5/8" GYPSUM BOARD BUILDING WRAP - 2X6 WALL FRAMING CAVITY MIN. R-3.8 CONTINUOUS INSULATED MIN. R-19 RIGID INSULATION SUSPENDED ACOUSTICAL PANELS 1/2" OSB SHEATHING — _ — T.O. PARAPET 15'-4" W Z WOOD BOX TRUSS ROOF FRAMING DOUBLE 2X6 BEARING NR �I NOR SEAME PON MEN �I MI m A1.5 1 1/2" = V-0" SCUPPER 22 GA. GALV. SCUPPER 22 GA. GAL' CONDUCTC GAF MASTERFLOW CON RIEV1110 Al I IRAIAII IRA C ELEVATION FOR SIZE 4 SCUPPER DETAIL A1.5 11/2" = V-0" 2 SECTION - RIDGE VENT A1.5 1 1 /2" = V-0" T.O. PARAPET ui If O 0 D U) U) 0 (3 b Z fn N .060 MIL SINGLE PLY ROOF MEMBRANE Q WRAPPED OVER PARAPET 2X6 WALL FRAMING CAVITY INSULATED MIN. R-13 PARAPET COPING 3/4" SHEATHING WOOD BLOCKING PERIMETER BACKER ROD MIN. R-20 POLYISO TAPERED INSULATION Lu� W J_ _1/2" RECOVERY BOARD_ _ _ _ _ T.O. ROOF 12'- 3 1 /2" FACE BRICK 15/8" AIR GAP Lu D BUILDING WRAP Q W MIN. R-3.8 CONTINUOUS RIGID INSULATION zZ = a D LL 0 1/2" OSB SHEATHING Lu o 0 z z:E Lo Ir Ir Q o U aU=mEl C7 r IZI WOOD BOX TRUSS ROOF FRAMING DOUBLE 2X6 BEARING (nU d== oo>� Z a 3 SECTION -PARAPET A1.5 1 1/2" = V-0" T.O. PARAPE — — — — — — — F 7-71 PARAPET BEYOND TRUSS BEARING 13'-21/2.. 1/2" RECOVERY BOARD SLOPE 1/4" PER FOOT MIN. R-20 POLYISO TO SCUPPER TAPERED INSULATION -060 MIL SINGLE P -LY RnnF _ _ T.O. ROOF MEMBRANE WRAPPED DOWN 12'- 3 1/2" INTO GUTTER DOUBLE 2X12 EDGE BLOCKING 3/4" OSB SHEATHING WOOD BOX TRUSS ROOF FRAIMING FACE BRICK 15/8" AIR GAP 5/8" GYPSUM BOARD BUILDING WRAP - 2X6 WALL FRAMING CAVITY MIN. R-3.8 CONTINUOUS INSULATED MIN. R-19 RIGID INSULATION SUSPENDED ACOUSTICAL PANELS 1/2" OSB SHEATHING — _ — T.O. PARAPET 15'-4" W Z WOOD BOX TRUSS ROOF FRAMING DOUBLE 2X6 BEARING NR �I NOR SEAME PON MEN �I MI m A1.5 1 1/2" = V-0" SCUPPER 22 GA. GALV. SCUPPER 22 GA. GAL' CONDUCTC GAF MASTERFLOW CON RIEV1110 Al I IRAIAII IRA C ELEVATION FOR SIZE 4 SCUPPER DETAIL A1.5 11/2" = V-0" 2 SECTION - RIDGE VENT A1.5 1 1 /2" = V-0" T.O. PARAPET ui If O 0 D U) U) 0 (3 b Z fn N Q O W J oN o0 o Lu� W J_ JZ Q Lu D W Q W W zZ = a D LL 0 Q Lu o 0 z z:E Lo Ir Ir Q o U aU=mEl C7 r T El Q= Z G 7 F w N} F uJ Lu (nU d== oo>� Z a s a m F p F O F U E 2 CC U Q Q U d m Z U w< U Q o F = W W m= LL p J a p 5D. _, � 1 a _TRUSS BEARING TRUSS BEARING 13'- 2 1/2 13 - 2 1 /2 o+ ��4aa�� aaaaaaa�aaa«„w. i w 10. ROOF _ _ _ _ _ _ _ _ 1 _ _ 12' ROOF pq- 111 117111 11111 111 iiiiii 111 11 1 i:i;==- ADDITION CEILING Q1 - 211 F/ -7--A SECTION -FLAT ROOF EDGE A1.5 1 1/2" = V-0" SECTION - HIP / FLAT ROOF TRANSITION 1 1/2" = V-0" I/\V VV VVU .)VI I I I I I lIIV1 SECTION - HIP EDGE A1.5 1 1/2" = V-0" 2X12 PERIMETER FACIA 2X4 FACIA FRAMING 3/4" FACIA SHEATHING 1X4 WOOD TRIM DOWNSPOUT AND GUTTER TO MATCH EXISTING SIZE AND PROFILE ADDITION CEILING 8'-2� Lu Q p If O 0 D U) U) 0 b Z J N Q W 0 o o Lu D LL, a� p z U w H a O a = a Lu _ � N r > Q m Z,U LLI ZUW Z O Cl EE 7 F G p Q = >_ W Lu �m�OUC Uw0O aU=mEl C7 El Q= Z G 7 F w N} F uJ (nU d== oo>� Z a s a m F p F O F U E 2 CC U Q Q U d m Z U w' FU . O U j2.Q zU A GRADE AT THE END OF OUR PROPERTY IS 7-0" BELOW EXISTING FINISH FLOOR GAF ASPHALT SHINGLES OR 4 1 GAF ASPHALT SHINGLES OR PRESSURE TREATED WOOD FACIA A2.1 A2.1 EQUAL OVER 30LB FELT CONSTRUCTED AND PAINTED TO F CONTINUOUS RIDGE VENT MATCH EXISTING ZONE FOR ROOFTOP CONDENSERS 101-0" 101-0" 5 ELEVATION NORTH A2.0 1/8" = V-0" T.O. PARAPET TRUSS BE 15; 4" '13'-21/2" IL —.J 1/L )DITIRECEPTION BULKHEAD 7' - 011 EXISTING FINISH NEWFLOOR IF LU -2'-0" NEW EXISTING 1 A2.3 A2.0 1/8" = V-0" CONNECTOR ENCLOSURE: SHEET DRAIN TO GUTTER r EXISTING NEW 1 A2.2 12 5 �— DS y STONE PILASTERS TO 2 ELEVATION -EAST A2.0 1/8" = V-0" ui If O LL p W U) U) O Z. h W fn Z Z O 0 N J oN 00c) z � oc � o W Z< Z Q 0. I j Q 0 W J W z Q Z - W (D O a �J . W Z 0 Z Z2 � Q J � Q c)cr m T a C7 Lu Q=Zo 7F=w(A}FW ~ W m o (nU Q� IpU U' pC UL EI W 007= Z a 'o U s Q Q= F p F O F U E >i U — Q 2 CC U d W< U Z U o F 7 W w m= a LL m p J a p 4� dab a 0,44 � �'aa �aaaaaaaa Lu c� GAF ASPHALT SHINGLES OR EQUAL OVER 30LB FELT PRESSURE TREATED WOOD FACIA CONSTRUCTED AND PAINTED TO MATCH EXISTING 12 T.O. PARAPET 5 4 PARAPET COPING 15' - A2.2 SCUPPER T.O. ROOF CHAIN LINK FENCE 12'- 3 1/2" Z TO MATCH EXISTING RECEPTION — -----EXJSTBULK HEAD II ZL:fj FL..-, , AdF'\ ENTRY G E ELEVATION - SOUTH -4' -10" 4 A2.0 1/8" = V-0" If O LL p W U) U) O Z. h W fn Z Z 0 0 N a O J LuLu wZ N ?� wZ ~ a a p U W m O a 0 a Lu _ cf) N r > Q mW Z LuU � W ZU W Z O cl f 7 F G LL,� Q = p � �2 �m�OUC UwLLOU=�E a C7 Q=Zo 7F=w(A}FW ~ W m o (nU Q� IpU U' pC UL EI W 007= Z a 'o U s Q Q= F p F O F U E >i U — Q 2 CC U d W' Qpm =-< FU m O Q zU U j2.p 5/8" GYPSUM BOARD 2X6 WALL FRAMING CAVITY INSULATED MIN. R-13 (3) 2X12 HEADER METAL CUBBIES TO MATCH EXISTING IA/nnn Tnl lrlr% rnA ft Alk In AAIAI r1 no r)ATT IAIC+I II ATInAI 2 FACE BRICK PAINTED TO MATCH EXISTING 15/8" AIR GAP 71 BUILDING WRAP Zi MIN. R-3.8 CONTINUOUS RIGID INSULATION 1/2" OSB SHEATHING r7 PARAPET COPING FACE BRICK 15/8" AIR GAP BUILDING WRAP MIN. R-3.8 CONTINUOUS RIGID INSULATION 1/2" OSB SHEATHING _TRUSS BEARIN 13'-21/2" T.O.ROO 12'-31/2" RD IG CAVITY 1-13 IN ADDITION CEILING 8'-2� RECEPTION AD IN — BULKHEAD 7'-0" SECTION - VESTIBULE 1 A2.2 1/2" = V-0" EXISTING FINISH FLOOR o° NEW FINISH FLOOR — -2' - 0.. _ ENTRY GRADE -4' - 10" T.O. PARAPET — q@ — — 151-411 MIN. R-20 POLYISO TAPERED INSULATION � SLOPED 1/4" PER FOOT MIN. EAST TO WEST — — — — — — F — — TRUSS BEARING 13'-21/2" 3/4" SHEATHING rn 2X6 WALL FRAMING CAVITY 1 INSULATED MIN. R-13 BOX TRUSS FRAMING [z] RECEPTION _ FOR FLAT ROOF ® . BULKHEAD 5/8" GYPSUM BOARD — — — — — — — — — — — — — — — � — 4 — — — 7' - 0" STOREFRONT OPENING FRP WALL PROTECTION UP 1" DOUBLE PANE LOW E GLASS, LAY -IN CEILING GRID E:l r TO 4'-0" AFF U VALUE OF .9 MAX, SHGC OF48 8 IZI F-] BUILDING ENVELOPE INSULATION SHALL BE � LABELED WITH R -VALUE OR INSULATION CERTIFICATION � SHALL PROVIDE R -VALUE AND OTHER RELEVANT DATA EZI 2'-27/8" B'-4" 9'-4" 3'-4"` El \` F -A 4 IZIE N w Z ui Z O � EA EA .060 MIL SINGLE PLY :21— — RG FMESNE— 21 =1 WRAPPED OVER -T PARAPET FACE BRICK 15/8" AIR GAP BUILDING WRAP MIN. R-3.8 CONTINUOUS RIGID INSULATION 1/2" OSB SHEATHING _TRUSS BEARIN 13'-21/2" T.O.ROO 12'-31/2" RD IG CAVITY 1-13 IN ADDITION CEILING 8'-2� RECEPTION AD IN — BULKHEAD 7'-0" SECTION - VESTIBULE 1 A2.2 1/2" = V-0" EXISTING FINISH FLOOR o° NEW FINISH FLOOR — -2' - 0.. _ ENTRY GRADE -4' - 10" T.O. PARAPET — q@ — — 151-411 MIN. R-20 POLYISO TAPERED INSULATION � SLOPED 1/4" PER FOOT MIN. EAST TO WEST — — — — — — F — — TRUSS BEARING 13'-21/2" 3/4" SHEATHING rn 2X6 WALL FRAMING CAVITY 1 INSULATED MIN. R-13 BOX TRUSS FRAMING [z] RECEPTION _ FOR FLAT ROOF ® . BULKHEAD 5/8" GYPSUM BOARD — — — — — — — — — — — — — — — � — 4 — — — 7' - 0" STOREFRONT OPENING FRP WALL PROTECTION UP 1" DOUBLE PANE LOW E GLASS, LAY -IN CEILING GRID E:l r TO 4'-0" AFF U VALUE OF .9 MAX, SHGC OF48 8 IZI F-] BUILDING ENVELOPE INSULATION SHALL BE � LABELED WITH R -VALUE OR INSULATION CERTIFICATION � SHALL PROVIDE R -VALUE AND OTHER RELEVANT DATA EZI 2'-27/8" B'-4" 9'-4" 3'-4"` El \` F -A W If O LL p W U) U) O Z . N w Z ui Z O � O O v U J oN oo c/) Lu O W Jz N v D LLI Q D Lu W< ZZ U W C3 z O a 0 a W Z z2 � Q D m Q r o T U >_ W= 2 m Lu (gymUwLLOU=mom W a (7 a= Z 7 F W N} F W W m o (nU a� Ip=U O(7LL= U' p< UwOZ W � Z za a U s a = F O F--- O F O >i U — a 2 CC aW' aim _}< FU = O Q z U U mp 4` 0" W If O LL p W U) U) O Z . N w Z ui Z O � O O v U J oN oo c/) Lu O W Jz N v D LLI Q D Lu W< ZZ U W C3 z O a 0 a W Z z2 � Q D m Q r o T U >_ W= 2 m Lu (gymUwLLOU=mom W a (7 a= Z 7 F W N} F W W m o (nU a� Ip=U O(7LL= U' p< UwOZ W � Z za a U s a = F O F--- O F O >i U — a 2 CC aW a mW Z m U � m ZU W Z O pCC 7 F G p Q= >_ W= 2 m Lu (gymUwLLOU=mom a (7 a= Z 7 F W N} F W W m o (nU a� Ip=U O(7LL= U' p< UwOZ W � Z za a U s a = F O F--- O F O >i U — a 2 CC aW' aim _}< FU = O Q z U U mp STOP THERMALBR 1" DOUB U VALUE 2 1/2' CONTINI SECTION - CONNECTOR 1 A2.3 1/2" = 1'-0" T.O.ROOF 12'- 3 1/2" N CEILING 8'-2" V ECEPTION 3ULKHEAD 7' - 011 NG FINISH FLOOR 0" EW FINISH FLOOR -2' - 0" � RY GRADE -4' - 10" .060 MIL SINGLE PLY ROOF SECTION - CONNECTOR EDGE LOW CARLISLE METAL ROOF SECTION - CONNECTOR EDGE HIGH 2"=1'A .3 2"=1' 2 SECTION CONNECTOR 2 A2.3 1/2" = 1'-0" 'ARAP11 15'-4" _BEARING 13'- 2 1/2" .O. ROOF 12'- 3 1/2" 1 CEILING 8'-2" u CEPTION JLKHEAD 7' - 011 060 MIL SINGLE PLY ROOF MEMBRANE TURNED UP AND FLASHED IG FINISH FLOOR 0" u W FINISH FLOOR aff1l 2X12 JOIST FRAMING 14" O.C.CAVITY Y GRADE INSULATED MIN. R-38 -4' - 10" 5/8" GYPSUM BOARD 1X WOOD TRIM EXITING BLOCK WALL 2X12 JOIST FRAMING 14" O.C.CAVITY INSULATED MIN. R-38 DOUBLE 2X6 RAFTER CLEAT FIXED WITH TAPCONS INTO GROUTED CORES T.O. PARE 15'-4" l�� TRUSS BEARIN 13'- 2 1/2" W0004 9 �a � �'aa aaaaaaaa T.O. ROOF 12'- 3 1/2" ADDITION CEILING 8'-2" SECTION - CONNECTOR TO EXISTING 2" = 1'-0" W a 0 n W z 00` N r M LU 0 w0 N mc a w Z w o w cn = N r > a m Z10 w Zpo[[ o Q = 0 O ('gym �OUC UwWOU=mE J oN 0q 0 C7 W zzz }F W EE m 0. I jQ CD 0 z 0 w az z p F O F >i U - 2 0 CC Q Lu Q z z2 Lo m Z U v w Q a U CC F J ryaT W D 0] Lu W m E zp W W aFQOZ W _ W J O d w z LU z Lu W Qpm U _}< =O Fp W TRUSS BEARIN 13'- 2 1/2" W0004 9 �a � �'aa aaaaaaaa T.O. ROOF 12'- 3 1/2" ADDITION CEILING 8'-2" SECTION - CONNECTOR TO EXISTING 2" = 1'-0" W a 0 n W z 00` N r M LU 0 w0 N mc a w Z w o w cn = N r > a m Z10 w Zpo[[ o Q = 0 ('gym �OUC UwWOU=mE L C7 Q=ZD 7 Fw (A }F W EE m o U' - <m oc"UZ W a 0(7� ? a m F p F O F >i U - 2 0 CC Q U Q Q U d m Z U W U Q CC F J 7 W W m= W D 0] W m E zp W W aFQOZ W _ W J O d w z LU z Lu W Qpm U _}< =O Fp W Om>' O OZ U m0 Q U DOUBLE METAL STUD AT JAMB W/ 5/8" GYPSUM BOARD BOTH SIDES SOUND BATT INSULATION WHERE SHOWN SOUND BATT INSULATION WHERE SHOWN WOOD STUD HEADER W/ 5/8" GYPSUM BOARD BOTH SIDES CONTINUOUS SEALANT AT PERIMETER, BOTH SIDES OF FRAME PAINTED HOLLOW METAL FRAME SCHEDULED DOOR INTERIOR DOOR HEAD H-2 DOUBLE METAL STUD AT JAMB W/ 5/8" GYPSUM BOARD BOTH SIDES SOUND BATT INSULATION WHERE SHOWN 9. PROVIDE PEEP HOLE IN DOOR. 10. PROVIDE 3M FROSTED FILM, STYLE: FASARA, PATTERN: SLAT -G DOOR &HARDWARE NOTES I DOOR HARDWARE SETS CONTINUOUS SEALANT AT (1) PRIVACY SET CONTINUOUS SEALANT AT MUTES (1) DOOR SCHEDULE (1) HARDWARE SET #1: HAR DWAR E SET #6: PERIMETER, BOTH SIDES OF DOOR PERIMETER, BOTH SIDES OF DOOR PASSAGE SET DOOR DOOR FRAME FRAME FRAME FRAME FRAME If= FRAME M ROOM DOOR THE USE OF A KEY, SPECIAL EFFORT OR KNOWLEDGE. IN GROUP W (2) CONTINUOUS HINGE cn MATERIA LuLu NAME NUMBER TYPE WIDTH HEIGHT MATERIAL FINISH TYPE L FINISH JAMB HEAD HDWE COMMENTS OCCUPANCIES. THE MAIN EXTERIOR DOOR(S) ARE PERMITTED TO BE EQUIPPED PASSAGE 106E B 3'- 0" 7- 0" WD PF 1 HM PT J1 H1 6 (U.O.N.) TRAINING 105A E 3'- 0" 7- 0" IS PT 2 HM PT J1 H1 3 B. PROVIDE ACCESSIBLE THRESHOLD AT ALL EXTERIOR DOORS. (1) ASTRAGAL TRAINING 105B E 3'- 0" 7- 0" IS PT 2 HM PT J1 H1 3 SOCIALIZATION 106A E 3'- 0" 7- 0" IS PT 2 HM PT J1 H1 3 CONTRACTOR TO VERIFY AND COORDINATE ALL WALL TYPES WITH FRAME SIZES. (1) THRESHOLD SOCIALIZATION 106B E 3'- 0" 7- 0" IS PT 2 HM PT J1 H1 3 SOCIALIZATION 106C E 3'- 0" 7- 0" IS PT 2 HM PT J1 H1 3 HARDWARE SET #2: SOCIALIZATION 106D E 3'- 0" 7- 0" IS PT 2 HM PT J1 H1 3 EACH TO HAVE: EXTERIOR SOCIALIZATION 102C B 5'- 0" 7- 0" WD PF 3 HM PT J2 H2 7 INTERIOR PASSAGE 107C C 3'- 0" 7- 0" ALUM CA W6 - A5.2 ALUM CA 3 TRAINING 102B E 3'- 0" 7- 0" WD PF 1 HM PT J2 H2 6 G. PROVIDE REDUCER STRIPS AS REQUIRED AT EDGE OF TILE, CONCRETE & CARPET. CENTER (2} CLOSER TRAINING 102A E 3'- 0" 7- 0" WD PF 1 HM PT J2 H2 6 H. VESTIBULE 101A C 6'- 0" 7- 0" ALUM CA W3 - A5.2 ALUM CA 1 HARDWARE SET #3: VESTIBULE 101B C 6'- 0" 7- 0" ALUM CA W2 - A5.2 ALUM CA 2 (1) CONTINUOUS HINGE TRAINING 105C E 3'- 0" 7- 0" IS PT 2 HM PT J1 H1 3 LOBBY 104 A 3'- 0" 7- 0" WD PF 1 HM PT J2 H2 5 (1) THRESHOLD EXISTING DOG 107B B 3'- 0" 7- 0" IS PT 2 HM PT 6 RUNS HARDWARE SET #4: M. PROVIDE (4) HINGES AT DOORS GREATER THAN 42"WIDE. EACH TO HAVE: N. CONSULT 103 A 3'- 0" 7- 0" WD PF 1 HM PT J2 H2 4 0. ALL TIMELY FRAMES TO BE COLOR: ALUMATONE, UNLESS OTHERWISE NOTED. (1) WALL STOP PASSAGE 107A C 3'- 0" 7- 0" ALUM CA W5 - A5.2 ALUM CA 1 1 3 DOOR) MOP PLATE, FINISH: 26D. ALUMINUM STOREFRONT SYSTEM Q. PLEASE CONFIRM ALL ELECTRIC STRIKE LOCATIONS & REQUIRED HARDWARE WITH DOOR SCHEDULE ABBREVIATIONS DOOR SCHEDULE NOTES PROTECTION ONE (MIKE WELF, PHONE: (708) 595-5906). 1. ELECTRIC STRIKE REQ'D. COORDINATE DOOR HARDWARE WITH PROTECTION ONE. 11 • PROVIDE PANIC HARDWARE FOR EXISTING DOOR. T -FR TIMELY METAL FRAME 2. ELIASON MODEL SCP -1 DOUBLE ACTING TRAFFIC DOOR. HARDWARE BY DOOR ALUM ALUMINUM MFG. G.C. IS TO PROVIDE WALL STOP WHERE DOOR COMES IN CONTACT WITH 12. G.C. TO PROVIDE X-RAY WARNING LIGHT, "ON" DURING X - PT PAINT WALL. RAY EXPOSURE ABOVE ENTRANCE DOOR. WD WOOD 3. PROVIDE SOUND SEAL SWEEP AND GASKETING FOR THIS DOOR. 13. TIMELY FRAMED CASED OPENING. ST STAIN 4. PROVIDE STAINLESS STEEL CRASH PLATE ON LOWER HALF OF THIS DOOR (PUSH SIDE) EL ELIASON TRAFFIC DOOR OR APPROVED EQUAL 14. DOOR & FRAME BY MRI EQUIPMENT VENDOR. HM HOLLOW METAL 5. DOOR AND FRAME TO BE LEAD LINED PER PHYSICISTS REPORT. PROVIDE CONTINUOUS PRE PREFINISHED HINGE. G.C. TO VERIFY WALL THICKNESS WITH PHYSICISTS REPORT FOR FRAME 15. PROVIDE WEATHERSTRIPPING FOR DOOR(S). BR. ALUM BRUSHED ALUMINUM THICKNESS. EX EXISTING 6• THIS OPENING SHALL BE A 6-0" WIDE X 7-0" HIGH ALUMINUM DOOR FRAME AND 16. 36"H. CRASH PLATE TO BE INSTALLED ON PUSH SIDE OF DOOR. 7. RRW&STING STOREFRONT SYSTEM FOR NEW ALUMINUM DOOR AND FRAME. 17. G.C. TO PROVIDE TACTILE DOOR SIGNAGE WITH 1" RAISED LETTERING STATING "THIS DOOR IS TO REMAIN UNLOCKED 8. EXISTING HOLLOW METAL FRAME. WHILE BUSINESS IS OCCUPIED". 9. PROVIDE PEEP HOLE IN DOOR. 10. PROVIDE 3M FROSTED FILM, STYLE: FASARA, PATTERN: SLAT -G DOOR &HARDWARE NOTES I DOOR HARDWARE SETS SEE SCHED. CONTINUOUS SEALANT AT (1) PRIVACY SET CONTINUOUS SEALANT AT MUTES (1) WALL STOP (1) HARDWARE SET #1: HAR DWAR E SET #6: PERIMETER, BOTH SIDES OF (3) PERIMETER, BOTH SIDES OF (1) PASSAGE SET A. EGRESS DOORS SHALL BE READILY OPEABLE FROM THE EGRESS SIDE WITHOUT EACH TO HAVE: FRAME Lu If= FRAME M / THE USE OF A KEY, SPECIAL EFFORT OR KNOWLEDGE. IN GROUP W (2) CONTINUOUS HINGE cn LuLu \ OCCUPANCIES, HAVING AN OCCUPANT LOAD LESS THAN 300 AND GROUP B, M & S TIMELY METAL FRAME, cl) TIMELY METAL FRAME, OCCUPANCIES. THE MAIN EXTERIOR DOOR(S) ARE PERMITTED TO BE EQUIPPED (2) PULL FINISH: ALUMATONE FINISH: ALUMATONE WITH KEY OPERATED LOCKING DEVICES OR DEADBOLT FROM THE EGRESS SIDE (1 ) KEYED EXIT DEVICE (U.O.N.) (U.O.N.) PRC)Vlf}Ff}(1) EXIT DEVICE B. PROVIDE ACCESSIBLE THRESHOLD AT ALL EXTERIOR DOORS. (1) ASTRAGAL (2) CLOSER C. FOR DOOR SPECIFICATIONS, REFER TO FINISH LEGEND FOR INFORMATION. (1) PERIMETER SEAL D. CONTRACTOR TO VERIFY AND COORDINATE ALL WALL TYPES WITH FRAME SIZES. (1) THRESHOLD (2) SWEEPS E. GENERAL CONTRACTOR TO COORDINATE HARDWARE KEYING WITH OWNER. G.C. IS RESPONSIBLE FOR ALL NEW LOCKSETS. HARDWARE SET #2: F. SECTION 08210 -FIRE RATED UL10C (POSITIVE PRESSURE) CAT. A EACH TO HAVE: EXTERIOR DOOR JAMB J-1 INTERIOR DOOR JAMB J-2 (3) CONTINUOUS HINGE PULL G. PROVIDE REDUCER STRIPS AS REQUIRED AT EDGE OF TILE, CONCRETE & CARPET. CENTER (2} CLOSER W/DOOR I CLOSED POSITION. (2) WALL STOPS H. GENERAL CONTRACTOR TO PROVIDE INSULATED GLAZING AT DOOR/SIDELIGHT AS REQUIRED FOR SOUND CONTROL. HARDWARE SET #3: I. DOOR STOPS TO BE WALL MOUNTED U.C.N. IN DOOR SCHEDULE COMMENTS. PROVIDE EACH TO HAVE: BLOCKING INSIDE WALL FOR STOPS. (1) CONTINUOUS HINGE (1) PULL J. ALL NEW AND EXISTING DOORS TO RECEIVE BUILDING STANDARD LEVER HANDLES. (1) KEYED EXIT DEVICE (1) CLOSER K. ALL EXISTING DOORS TO BE REPAIRED FOR ANY DAMAGED, SCRATCHED OR WORN AREAS. (1) PERIMETER SEAL (1) THRESHOLD L. ALL EXAM ROOMS & OFFICES TO RECEIVE COAT HOOK (BACK SIDE OF DOOR) TO BE (1) SWEEP MOUNTED ON CENTER OF DOOR AT 5-0" HARDWARE SET #4: M. PROVIDE (4) HINGES AT DOORS GREATER THAN 42"WIDE. EACH TO HAVE: N. ALL GLAZING AT DOORS, TO BE TEMPERED OR SAFETY GLASS AS REQUIRED BY LOCAL (3) CONTINUOUS HINGES (1) OFFICE LOCKSET JURISDICTION. (3) MUTES 0. ALL TIMELY FRAMES TO BE COLOR: ALUMATONE, UNLESS OTHERWISE NOTED. (1) WALL STOP P. MOP PLATES AT ALL INTERIOR DOORS ON BOTH SIDES. (1) 194S 6"H. (FULL WIDTH OF DOOR) MOP PLATE, FINISH: 26D. ALUMINUM STOREFRONT SYSTEM Q. PLEASE CONFIRM ALL ELECTRIC STRIKE LOCATIONS & REQUIRED HARDWARE WITH PROTECTION ONE (MIKE WELF, PHONE: (708) 595-5906). SEE SCHED. I 0 DOOR ELEVATIONS 3/8" = V-0" 0 FRAME ELEVATIONS 3/8" = V-0" SEE SCHED. SEE SCHFD 1/4" SAF GLAZIN( 0 HAR DWAR E SET #5: mmismirmil (3) CONTINUOUS HINGE (1) PRIVACY SET (3) MUTES (1) WALL STOP (1) CLOSER HAR DWAR E SET #6: EACH TO HAVE: (3) HINGES (1) PASSAGE SET (3) ci (1) WALL STOP Lu If= M / 0 cn LuLu \ cl) \ I 0 DOOR ELEVATIONS 3/8" = V-0" 0 FRAME ELEVATIONS 3/8" = V-0" SEE SCHED. SEE SCHFD 1/4" SAF GLAZIN( 0 HAR DWAR E SET #5: mmismirmil (3) CONTINUOUS HINGE (1) PRIVACY SET (3) MUTES (1) WALL STOP (1) CLOSER HAR DWAR E SET #6: EACH TO HAVE: (3) HINGES (1) PASSAGE SET (3) MUTES (1) WALL STOP HAR DWAR E SET #7: w 0 D O J H W 0.W 0 Z a Lu z W Q M O 0 iY (0 Lu zQ U J zW Lu0 Z Z 0 < J Z Lu z2 06 Lo ry- � Q ry- C) O 0 EACH TO HAVE: (6) CONTINUOUS HINGES (2) PULL (2) CLOSER (6) MUTESwwmem�aym (2) WALL STOPS�d 1 i, 1 SEE SCHED. 0 0 0 0 0 affamwam C SEE SCHED. 1/4" SAFETY GLAZING sl / 14" x 14" WINDOW 0 o UX11,1 yChi � a aaaaaaaa W Lu a 0 If 0 Lu n s W Z N w N � ¢Z D 0 O W �U if L ON O O Lu D D LL, ow� Z a � LLLLcf) If= N r > ¢ m ZU W Z ° OCC 7 F G > LL'' = 1), Q LL, Lu C] U' m m U w LLO U= m>, - F= 0¢ wo ¢= Z 7� W N} F w 00 Z< a: CE UC[� U ¢ >j W = � W � 2 W ¢ U LL U Z U W< U CC F = W W m_¢ LL W �JC�C 3a WzzwFO Z W ww 2moJ °m ¢O U ° Q OZ U 5/8" GYPSUM BOARD 1/2" OSB SHEATHING CURTAIN WALL HEAD DETAIL AT EXTERIOR WALL 2X81 1X5 WO( CURTAIN WALL SILL DETAIL AT EXTERIOR WALL 5/8" MILDEW RESISTANT GYPSUM BOARD OVER 6 MIL VAPOR BARRIER RETURNED TO WALL (BEYOND) CONTINUOUS SEALANT BOTH SIDES OF FRAME / CLEAR ANODIZED FRAME GROUTED SOLID SCHEDULED CURTAIN WALL GLAZING/FRAME GROUT SOLID 2x6 FRAMING W/ R -X CAVITY INSULATION MIN. R-3.8 CONTINUOUS RIGID INSULATION (3) 2X6 HEADER WEEP HOLES AT 24" O.C. OVER WINDOWS L6X6X1/2" LOOSE LINTEL METAL FLASHING CONTINUOUS SEALANT BOTH SIDES OF FRAME CLEAR ANODIZED FRAME FACE BRICK WITH TIES @ 16" O.C. H-1 I I CURTAIN WALL HEAD DETAIL AT / \ EXTERIOR WALL CLEAR ANODIZED FRAME WEEP HOLE PER MFR'S INSTALLATION INSTRUCTIONS METAL SILL FLASHING CONTINUOUS SEALANT BOTH SIDES OF FRAME 2x6 FRAMING FACE BRICK WITH TIES @ 16" O.C. MIN. R-3.8 CONTINUOUS RIGID INSULATION S-1 51/2" TREATED WOOD STUDS 51/2" UNFACED FIBERGLASS BATT INSULATION BRICK COURSING WITH 1" AIR SPACE 5/8" FIBERGLASS FACED EXTERIOR GRADE GYPSUM SHEATHING WITH AIR INFILTRATION BARRIER CURTAIN WALL JAMB DETAIL AT EXTERIOR WALL C E MIN. R-38 BATT INSULATION ABOVE VESTIBULE (3) 2X6 HEADER 3YPSUM BOARD TINUOUS SEALANT H SIDES OF FRAME 4R ANODIZED FRAME 5/8" GYPSUM BOARD 51/2" UNFACED FIBERGLASS BATT INSULATION 5/8" GYPSUM BOARD (3) 2X6 HEADER CONTINUOUS SEALANT BOTH SIDES OF FRAME CLEAR ANODIZED FRAME H_2 I I CURTAIN WALL HEAD DETAIL AT 1 \ INTERIOR WALL CURTAIN WALL HEAD DETAIL AT EXTERIOR WALL J_1 I � CURTAIN WALL JAMB DETAIL AT � EXTERIOR WALL 1X WOOD TRIM BOTH SIDES CONTIN BOTH S CONTIN BOTH S CONTIN BOTH S H-3 I I CURTAIN WALL HEAD DETAIL AT / \ EXTERIOR WALL CLEAR ANODIZED FRAME CONTINUOUS SEALANT BOTH SIDES OF FRAME 5/8" GYPSUM BOARD BOTH SIDES 2x6 FRAMING W/ R -X CAVITY INSULATION CURTAIN WALL HEAD DETAIL AT S-2 INTERIOR WALL 2X6 WALL FRAMING 1/2" OSB SHEATHING MIN. R-3.8 CONTINUOUS RIGID INSULATION 2X4 FRAMING AIR GAP CLEAR ANODIZED FRAME CONTINUOUS SEALANT BOTH SIDES OF FRAME 5/8" GYPSUM BOARD 2X6 WALL FRAMING J_2 I � CURTAIN WALL JAMB DETAIL AT J INTERIOR WALL 1X4 WOOD SILL BREAK METAL FULLY ADHERED 3/4" OSB SHEATHING (3) 2X6 WINDOW HEAD CLEAR ANODIZED FRAME S-3 I I CURTAIN WALL HEAD DETAIL AT \ EXTERIOR WALL 1/2" OSB SHEATHING MIN. R-3.8 CONTINUOUS RIGID INSULATION AIR GAP FACE BRICK BREAK METAL WRAPPED STUD PACK bAUKLK HUU AIVU SEALANT BOTH SIDES CLEAR ANODIZED FRAME GROUTED SOLID J-3 I I CURTAIN WALL JAMB DETAIL AT / \ EXTERIOR WALL H-4 CLEAR ANODIZED FRAME BACKER ROD AND SEALANT BOTH SIDES OF FRAME 2X6 NAILER EMBEDDED IN CONCRETE 21/2" Z-CHANELS W/ MIN. 3.8 CONTINUOUS RIGID INSULATION CONCRETE CURB S-4 2X6 WALL FRAMING 5/8" GYPSUM BOARD FACE BRICK MIN. R-3.8 CONTINUOUS RIGID INSULATION 1/2" OSB SHEATHING BOTH SIDES 2X4 WALL FRAMING AIR GAP BOTH SIDES CLEAR ANODIZED FRAME GROUTED SOLID BREAK METAL WRAPPED STUD PACK L1 J-4 �I CURTAIN WALL JAMB DETAIL AT \ EXTERIOR WALL BACKER ROD AND SEALANT BOTH SIDES J-5 w C� D O J H W W o Z a ffoow z o c/) Q M J cr w w Q 0 zz wQ 0 0 0 Z z z � J LU pZ5 z2 rr � Q 0 c-) O 0 0 D.dab � �'aa �aaaaaaaa W wN b z J N �Q i W 0 2 O 0 W Z m �0 a wZ owo 0 0 I m W Z U W ..a _ }CC U mC] N } } ¢ m Z Lu W ZUW Z O OCC 7 F G >_ Lu W =2 Q=C] U' m�OUC UwLLOU=gym a C7 ¢ ¢=ZG 7 Fw (A }F W (D c, � VIm Uz W p( J Z Z< EE a: FOFUC�� U ¢ �jW �5 W � 2CC ¢ U LL U Z U W U CC F 7 W W 4_¢ LL Lu W J W W F a O Z Lu W z O W F W >i J U FU W Om ¢O U Q OZ U 3'-4" 3'-4" W1 A5.2 1/2" = ,'-0" I 3'-T 4119" 3'-T ,`-3,(9" 3'-3" 4119" , o W5 A5.2 1/2" = ,'-0" 2 3 W3 A5.1 A5.2 1/2" = ,'-0" Mi 4 W6 A5.2 1/2" = ,'-0" W4 A5.2 1/2" =,'-0" KT. IT. ENLARGED VESTIBULE / RR 1/2" =,'-0" I I I ui 4"3 0 4"3 2 3 W3 A5.1 A5.2 1/2" = ,'-0" Mi 4 W6 A5.2 1/2" = ,'-0" W4 A5.2 1/2" =,'-0" KT. IT. ENLARGED VESTIBULE / RR 1/2" =,'-0" I I I ui 0 O J o Qo Z z O O � Q W W zz w J W Q J W W< o ZZ D Z 0Irw O � z Z2 U -)Ir W ry- < Co U OO rr C/) LU D '1 0 " � �'aa �aaaaaaaa LU C) LU p _ O LL p W O Z . n w o Z O Z O 0 N L ` Q LLr > CC j 0 J W m L6 aa wZ � U p W H LU O 0 _ a a Cl) N r > Q Z m U w W ZUW Z O C, f 7 F G � m� Q= p U' m�OUC Uw�U=mL a C7¢ Q= Z D 7 F w N} F W (nU � Ip=U ~ a- < o C7pO UL[UZ W oo s zamFa OFOFULE� >i U - Q 2 CC U Q Q U d Z U W' ¢gym _>< FU w O U mp Q z U MILLWORK GENERAL NOTES A. UNLESS OTHERWISE NOTED ON THIS DRAWING, REFER TO ROOM FINISH SCHEDULE AND ROOM FINISH LEGEND FOR ALL FINISH SELECTIONS. B. WHERE FILLER STRIPS ARE REQUIRED BETWEEN MILLWORK AND ADJACENT WALLS, PROVIDE MATCHING, EQUAL SIZE STRIPS AT EACH END. C. UNLESS OTHERWISE NOTED ON THIS DRAWING, ALL COUNTERTOPS / WORKSURFACES MUST BE CONTINUOUS. ALL COUNTERS WITHOUT BACKSPLASHES MUST BE SCRIBED TO THE WALL AS NOTED ON DETAILS AND SECTIONS. FOR ALL SOLID SURFACE (OR QUARTZ) COUNTERTOPS WITH BACKSPLASHES, THEY CAN BE SEPARATE. (NOT A COVED STYLE, ONE-PIECE INTEGRAL UNLESS OTHERWISE NOTED). D. CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL DIMENSIONS, ROUGH OPENINGS AND JOB CONDITIONS PRIOR TO THE BEGINNING OF FABRICATION OF ANY WORK SHOWN OR NOTED ON THIS DRAWING. CONTRACTOR TO CONTACT MD ARCHITECTS WITH ANY DISCREPANCIES BETWEEN WHAT IS SHOWN OR NOTED ON THIS DRAWING AND ACTUAL FIELD VERIFIED CONDITIONS. E. AT ALL OUTSIDE VERTICAL CORNERS OF DESK WHERE PORCELAIN (OR MOSAIC) TILE IS TO BE INSTALLED, PROVIDE VERTICAL METAL TRANSITION STRIP. REFER TO SHEET WITH FLOORING TRANSITION DETAILS. F. PROVIDE FIRE TREATED WOOD BLOCKING (REQUIRED) IN WALL TO SUPPORT WALL HUNG CABINETRY. G. ALL EXPOSED SURFACES OF CABINETS TO BE FINISHED TO MATCH FACE. H. TOE -KICK AT BASE CABINETS AT RECEPTION DESK TO BE 3" HIGH TILE BASE. PROVIDE VERTICAL METAL TRANSITION STRIP AT ALL EXPOSED, OUTSIDE CORNERS. REFER TO SHEET WITH FLOORING TRANSITION DETAILS. I. ALL RECESSED KICK BASES AT END OF CABINETS SO THAT FACE OF CABINET OVERHANGS KICK AT ALL PLACES. J. ALL WORKSURFACES / COUNTERTOPS TO RECEIVE EASED EDGE. K. SAFETY (TEMPERED) GLASS TO BE INSTALLED FOR THE FOLLOWING INSTALLATIONS: 1. EXPOSED AREA OF AN INDIVIDUAL PLANE GREATER THAN 9 S.F. 2. EXPOSED BOTTOM EDGE IS LESS THAN 18" ABOVE THE FLOOR. 3. EXPOSED TOP EDGE IS GREATER THAN 36" ABOVE THE FLOOR 4. ONE OR MORE WALKING SURFACES W/ 36" HORIZONTALLY OF THE PLANE OF THE GLAZING. GLAZING IN SWINGING DOORS. L. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO THE DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24" ARCH OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM OF CONTRPO ORITO PE OF SAF �GLASS(�rtl�NTI§IFIICAtUeLZELS ALL PL �Ab"D Y C0u N. AT ALL COUNTERTOPS, WHERE THERE IS AN OUTSIDE EXPOSED CORNER, TOP TO RECEIVE 2" RADIUSED CORNER. 0. PROVIDE 2" DIA. GROMMETS IN WORKSURFACES AT ALL COMPUTER LOCATIONS WITH KNEE SPACES. COLOR TO MATCH (AS CLOSE AS POSSIBLE) TO COUNTERTOP. PROVIDE COLOR CHIP SAMPLES TO ARCHITECT FOR APPROVAL. P. G.C. TO SUBMIT CASEWORK/MILLWORK SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. Q. ALL CABINET LOCKS TO BE KEYED ALIKE IN EACH ROOM BUT DIFFERENT FROM ROOM TO ROOM. R. G.C. TO PROVIDE CAULK JOINTS AT ALL CABINET TO ADJOINING SURFACE. COLOR OF CAULK TO MATCH AS CLOSE AS POSSIBLE TO COUNTERTOP COLOR. S. AT ALL CABINET LOCATIONS THROUGHOUT, PROVIDE 3 MM PVC EDGE BANDING AT ALL CABINET LOCATIONS. CUSTOM MATCH COLOR TO COLOR OF LAMINATE CABINET. T. ALL LAMINATE SUPPORT BRACKETS ARE TO MATCH ADJACENT CABINETS. U HARDWOOD PLYWOOD, PARTICLE BOARD & MEDIUM DENSITY FIBERBOARD SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXIC CONTROL MEASURE (ATCM) FOR COMPOSITE WOOD (17 CCR 93120 et seq.). V. ALL CABINET CONSTRUCTION TO BE MADE OF MEDIUM DENSITY FIBERBOARD (MDF). W. ALL SINKS (WHERE INDICATED) WILL BE CENTERED WITH THE WIDTH OF THEIR CABINET. SEE PLANS OR ELEVATIONS FOR THEIR WIDTH. 0 Tm CASEWORK ELEVATION - RECEPTION SIDE 1/2" = 1'-0" 1/2" THK. MDF BOARD W/ LAMINATE FINISH (PL -1) SOLID SURFACE (CORIAN) COUNTERTOP WOOD CLEAT PLYWOOD COUNTER SUPPORT 2" DIA. GROMMET (QTY.2) P -LAM FINISHED ACCESS PANEL (PL -1) 4" VINYL BASE I I 0 Tm CASEWORK ELEVATION - LOBBY NORTH CASEWORK 1/2" = 1'-0" CASEWORK ELEVATION - RECEPTION FRONT 1/2" = 1'-0" STAINLESS STEEL WRAPPED TRANSACTION TOP TO MATCH EXISTING WOOD COUNTER SOLID SURFACE (CORIAN) PLYWOOD SUB- COUNTERTOP SS -1 COUNTER WOOD CLEAT BC2418 BC2418 BC2418 BC2418 BC2418 PACCIAIAD11 Cl CIIATIAAI I ADDV CACT PACCIAIAD11 1/2° = 1'-0" co 06 07 06 09 09 43 c, 4"3 3' - 4 1/8" 3' - 4 1/8" BC3034-18 4 7/8" 9' - 2 1/4" 4 7/8" 9 CASEWORK ELEVATION - RECEPTION REAR A7.0 1/2" = V-0" 7 LI v I F I Lu 0 0 I I I MILLWORK KEYNOTES I I T I Ow J 0 oo NW 10'-2" BULKHEAD, GYPSUM BOARD O WOOD STUD CONSTRUCTION. cr Lu (0 BC W" H" BASE CABINET WIDTH X HEIGHT W Jz J Q 0. Lu Q HSB HAND SINK BASE W z z0 z - Ly o ozs BC2418 BC2418 BC2418 BC2418 BC2418 PACCIAIAD11 Cl CIIATIAAI I ADDV CACT PACCIAIAD11 1/2° = 1'-0" co 06 07 06 09 09 43 c, 4"3 3' - 4 1/8" 3' - 4 1/8" BC3034-18 4 7/8" 9' - 2 1/4" 4 7/8" 9 CASEWORK ELEVATION - RECEPTION REAR A7.0 1/2" = V-0" 2" DIA. GROMMET (QTY.2) 0 P -LAM SUPPORT PORCELAIN TILE (CT 3) BRACKET AS NECESSARY REFER TO ELEVATION ol 3/4" MDF 1/2" MDF BOARD CASEWORK 0 1/2" MDF BOARD CASEWORK FRAMING FRAMING P -LAM FINISHED ACCESS 41/2" 2X WOOD BLOCKING PANEL (PL -1) 2X WOOD BLOCKING 1X SOLID WOOD PIECE 1X SOLID WOOD PIECE 3'° TILE BASE 3'° TILE BASE 4" VINYL BASE �- 4"3 4 3 FRONT DESK - KNEE SPACE A7.0 1 1/2" = 1'-0" FRONT DESK - AT OPEN TRANSACTION AREA 1 1/2" = V-0" 0 in BC2418 BC2418 I CASEWORK ELEVATION - LOBBY SOUTH CASEWORK 1/2° = V-0" HALF -LITE DOOR I I J I 11 A7.0 I I I_ I DOG KIOSK HOOK-UPS r CHECK-IN r STATION 1 r r r .................... ............ ........... ........... .................r I 3DBC2434 ,3 CASEWORK ELEVATION - KIOSK A7.0 1/2" = V-0" HALF -LITE DOOR 7 LI v I F I 2" DIA. GROMMET (QTY.2) 0 P -LAM SUPPORT PORCELAIN TILE (CT 3) BRACKET AS NECESSARY REFER TO ELEVATION ol 3/4" MDF 1/2" MDF BOARD CASEWORK 0 1/2" MDF BOARD CASEWORK FRAMING FRAMING P -LAM FINISHED ACCESS 41/2" 2X WOOD BLOCKING PANEL (PL -1) 2X WOOD BLOCKING 1X SOLID WOOD PIECE 1X SOLID WOOD PIECE 3'° TILE BASE 3'° TILE BASE 4" VINYL BASE �- 4"3 4 3 FRONT DESK - KNEE SPACE A7.0 1 1/2" = 1'-0" FRONT DESK - AT OPEN TRANSACTION AREA 1 1/2" = V-0" 0 in BC2418 BC2418 I CASEWORK ELEVATION - LOBBY SOUTH CASEWORK 1/2° = V-0" HALF -LITE DOOR I I J I 11 A7.0 I I I_ I DOG KIOSK HOOK-UPS r CHECK-IN r STATION 1 r r r .................... ............ ........... ........... .................r I 3DBC2434 ,3 CASEWORK ELEVATION - KIOSK A7.0 1/2" = V-0" HALF -LITE DOOR i Z F a..- LLi ... � a aaaaaaaa Lu v W Lu 0 0 0 MILLWORK KEYNOTES F___ 0 U) o Ow J 0 oo NW rr- BULKHEAD, GYPSUM BOARD O WOOD STUD CONSTRUCTION. cr Lu (0 BC W" H" BASE CABINET WIDTH X HEIGHT W Jz J Q 0. Lu Q HSB HAND SINK BASE W z z0 z - Ly o ozs 0 Ir LU W Z z z:E0 �Q ui O fn F___ Q c)Lu PROVIDE LOCK ON CABINET. Q Lu T O a OF FIXTURE. J Lu W ; w O ry- SOLID SURFACE COUNTERTOP WITH EASED EDGES SS -1 08 G.C. TO PROVIDE AND INSTALL DOG LEASH EYE HOOK O s � a w w Lu BFFBC BOX, FILE, FILE BASE CABINET i Z F a..- LLi ... � a aaaaaaaa Lu w o MILLWORK KEYNOTES MILLWORK ABBREVIATIONS 0 U) o 01 BULKHEAD, GYPSUM BOARD O WOOD STUD CONSTRUCTION. pg OPEN KNEE SPACE. PROVIDE 2'° DIA. GROMMET THROUGH COUNTERTOP BC W" H" BASE CABINET WIDTH X HEIGHT CENTERED IN SPACE ALONG BACK EDGE HSB HAND SINK BASE ^ w c5 06 z Y z ui O fn 02 ALL PENDANT LIGHT FIXTURES TO BE INSTALLED AT 6-5" A.F.F. TO BOTTOM 07 PROVIDE LOCK ON CABINET. SB SINK BASE O a OF FIXTURE. ; w O 03 SOLID SURFACE COUNTERTOP WITH EASED EDGES SS -1 08 G.C. TO PROVIDE AND INSTALL DOG LEASH EYE HOOK OBC OPEN BASE CABINET s � a w w BFFBC BOX, FILE, FILE BASE CABINET wL N 04 SOLID SURFACE COUNTERTOP WITH EASED EDGES SS -2 09 2'° x 2'° (NOMINAL) WOOD CLEAT FOR WORKSURFACE SUPPORT. PAINT IN FIELD DBC DRAWER BASE CABINET m O a TO WALL COLOR FINISH. w UC UPPER CABINET w o DESK TO MATCH EXISTING CONSTRUCTION. CERAMIC WOOD LOOK GUC GLASS UPPER CABINETw z ORECEPTION 05 TILE INSTALLED HORIZONTALLY WITH METAL EDGE BANDING AS NECESSARYOUC If OPEN UPPER CABINET LL LL ORC OPEN RETAIL CABINET TC TALL CABINET ui w o w L zo g cl w o >w=s Fd� ¢=w V-0 C7 JOOC El DENOTES DENOTES POWER AND/OR VOICE/DATA RECEPTACLE TO Bio u cn o m BE INSTALLED FOR THIS WORK AREA. COORDINATE WITH � � a M � � � � � = READ. ELECTRICAL PLANS FOR CONFIRMATION OF DEVICE TYPE. z o 0) = aIw == z w O 0 E U ¢ Q w F F 80 ai zUw�U IC) o F 7 w w = a LL Lu LCL), J w w a F a O Z w ZOO D Lu 0] �E =2[C JO LL LU z m>' Q2m w U _}� Oz =O FU w O U m0 Q U PARTITION WALL CAN BE PARTITION WALL CAN BE PARTITION WALL CAN BE SOUND DAMPENER PANELS? ADJUSTNECESSARYED IN THIS ZONE AS ADJUSTNECESSARYED IN THIS ZONE AS ADJUSTNECESSARYED IN THIS ZONE AS / ml F - - - - - - -] 30"X CLEAR R FLOOR SPACE (MIN.) j CLEAR FLOOR SPACE AT WALL MOUNTED COUNTERTOP LAVATORIES ........... ........... ........... ........... ........... ........... ........ Z.. -> ........... ......... ........... ... .... ... FRP UP TO WINDOW SILL (+4'-0") FRP UP TO WINDOW S�LL (+4'-0") � FRP UP TO WINDOW STILL (+4'-0") WALL PAINT METAL TRANSITION STRIP 6X6 PORCELAIN TILE 13X13 PORCELAIN TILE WALL PAINT c� ZD METAL TRANSITION STRIP 6X6 PORCELAIN TILE 13X13 PORCELAIN TILE r --- RESTROOM NORTH ELEVATION 5 1\ �-1 1/2" = V-0" (--6--RESTROOM SOUTH ELEVATION �-1 1/2" = V-0" VINYL COOLER FLAPS TYP. IN SOCALIZATION AREA r ---� RESTROOM WEST ELEVATION 7 �-1 1/2" = V-0" Nyhl 4 0:7-3 1 � I I METAL TRANSITION STRIP 6X6 PORCELAIN TILE 13X13 PORCELAIN TILE 1 A2.1 FRP UP TO WINDOW SILL (+4'-0") r ---� SOCIALIZATION AREA 2 1\ �-1 3/8" = V-0" (--q-- ENLARGED RESTROOM PLAN �-1 1/2" = V-0" COMPUTER STATION 2" SOLID SURFACE 0 v v \j 1 1) 1 TVD WORK STATION TYP. A7.1 3/8" 3/8" = 1'-0" EJCHEDULE P1.2 :ICATIONS l�� ml 59" MIN. (FLOOR MOUNTED W.C.. L 7 0 LL 3'- 0" 56" MIN. (WALL MOUNTED W.C.) Lu 4'-6" D cn cn 0 Z Is GRAB BAR (TYP.) 06 cn 17-19" G MIN. TOILET PAPER DISP. z CD 7 z 0 baa z 11-01, 3'- 6" 3'- 0" p: Lu > AIN v > v �o Lu LETTERS SHALL BE RAISED 30'X48" k MIN Lu 'r 0.4 T - 6- 6" MIN. c� 1/32" UPPERCASE (5/8"HIGH Lu r*ftm LL: m cc CLEAR 10 X : ;2'- 8 :"M I )N.I' 0 FLOOR MIN., 2" HIGH MAX) CLEAR D z v [-- Lu C) < Lo 10 2 BRAILLE SIGNAGE TO SPACE 00 < ZD k < L SPACE ACCOMPLISHED BY GRADE FLOOR z MIN.) (1) co 0 - co If co U) — — — — — — — COMPLY TO ALL 6- 00 q APPLICABLE A.D.A. 0- 0- —REQUIREMENTS. It (WALL MOUNTED 36" MAX ROOM IDENTIFICATION SIGN ui CLEAR FLOOR SPACE AT WALL HANDICAPPED "HI -LO" ELECTRIC WATER COOLER 7�� BACK WALL PAPER TOWEL SOAP DISPENSER/HAND PAPER TOWEL MIRROR HANDICAPPED CLEARTR66P SPACE AT STANDARD DISPENSER & DISPOSAL SANITIZER DISPENSER DISPENSER uzj 0. ui !L=u zo Fo, cz, 'ufj 0 MOUNTED LAVATORIES W/ BRAILLE STALL (END OF ROW) SIDE WALL: u.j =' -. '- <=ui < w > LAVATORY / HANDICAPPED WATER CLOSET �05 0 0 0 cr Ir COUNTERTOP (FLOOR OR WALL MOUNTED, _ "c 2 -z a <0 wwo TANK OR FLUSH VALVE) Z5 52-<7'l' z - D 1, w 'm >- P m TOILET FIXTURE & ACCESSORY LEGEND -6 5 2 -< 7 '�' 00 .1 �" 2 zo 2' =- �] < EE 0 F-- Cc) 0 EE ui Z EE < 3/8"=1'-0" < 0 w �: o EE z a- co < =) Lu LL 0 UJ ' z C) Lu E 0 Z LLI Lu EE < Lu Lu oz 0 m c') 02 2 m 0 a - z LU z Lu 2 cl) �e S o LLI o Lu m 2 Lu C) EE 0 LIf 0 0 2) m < < z 0 W O < 0 C\j cy) q LU n cr (0 .I- ozs Lu Lu Z < Z CQ Z (I Lu < 0 LLJ (-D ZZ E F--- < > 0 LU LU I LU Z z U-) 2 Ir Ir < c) < —0 rr- Lu Lu Z ml 59" MIN. (FLOOR MOUNTED W.C.. L 7 0 LL 3'- 0" 56" MIN. (WALL MOUNTED W.C.) Lu 4'-6" D cn cn 0 Z Is GRAB BAR (TYP.) 06 cn 17-19" G MIN. TOILET PAPER DISP. z CD 7 z 0 baa z 11-01, 3'- 6" 3'- 0" p: Lu > AIN v > v �o Lu LETTERS SHALL BE RAISED 30'X48" k MIN Lu 'r 0.4 T - 6- 6" MIN. c� 1/32" UPPERCASE (5/8"HIGH Lu r*ftm LL: m cc CLEAR 10 X : ;2'- 8 :"M I )N.I' 0 FLOOR MIN., 2" HIGH MAX) CLEAR D z v [-- Lu C) < Lo 10 2 BRAILLE SIGNAGE TO SPACE 00 < ZD k < L SPACE ACCOMPLISHED BY GRADE FLOOR z MIN.) (1) co 0 - co If co U) — — — — — — — COMPLY TO ALL 6- 00 q APPLICABLE A.D.A. 0- 0- —REQUIREMENTS. It (WALL MOUNTED 36" MAX ROOM IDENTIFICATION SIGN ui CLEAR FLOOR SPACE AT WALL HANDICAPPED "HI -LO" ELECTRIC WATER COOLER 7�� BACK WALL PAPER TOWEL SOAP DISPENSER/HAND PAPER TOWEL MIRROR HANDICAPPED CLEARTR66P SPACE AT STANDARD DISPENSER & DISPOSAL SANITIZER DISPENSER DISPENSER uzj 0. ui !L=u zo Fo, cz, 'ufj 0 MOUNTED LAVATORIES W/ BRAILLE STALL (END OF ROW) SIDE WALL: u.j =' -. '- <=ui < w > LAVATORY / HANDICAPPED WATER CLOSET �05 0 0 0 cr Ir COUNTERTOP (FLOOR OR WALL MOUNTED, _ "c 2 -z a <0 wwo TANK OR FLUSH VALVE) Z5 52-<7'l' z - D 1, w 'm >- P m TOILET FIXTURE & ACCESSORY LEGEND -6 5 2 -< 7 '�' 00 .1 �" 2 zo 2' =- �] < EE 0 F-- Cc) 0 EE ui Z EE < 3/8"=1'-0" < 0 w �: o EE z a- co < =) Lu LL 0 UJ ' z C) Lu E 0 Z LLI Lu EE < Lu Lu oz 0 m c') 02 2 m 0 a - z LU z Lu 2 cl) �e S o LLI o Lu m 2 Lu C) EE 0 LIf 0 0 2) m < < z 0