Loading...
HomeMy WebLinkAbout38135 Market Square (6)Iva --z7" UZI z I a GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE NATIONAL FIRE CODE "FLORIDA BUILDING CODE," "FLORIDA PLUMBING CODE," "FLORIDA MECHANICAL CODE," "NATIONAL ELECTRICAL CODE," AND ALL OTHER APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, AND ALL AUTHORITIES HAVING LOCAL JURISDICTION. 2. THE GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CURRENT EDITION OF THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" AIA DOCUMENT A201. 3. THE CONTRACTOR SHALL, UPON DISCOVERY, GIVE WRITTEN NOTICE TO THE ARCHITECT OF ANY MATERIALS, EQUIPMENT, OR DESIGN FEATURES WHICH HE BELIEVES TO BE INADEQUATE OR UNSUITABLE, IN VIOLATION OF LAWS, ORDINANCES, OR RULES AND REGULATIONS OF THE AUTHORITIES HAVING JURISDICTION OVER THE WORK, AND OF ANY NECESSARY ITEMS OR WORK OMITTED FROM THE DRAWINGS, 4. ALL SUBCONTRACTORS SHALL USE ONLY SKILLED CRAFT SMEN, EXPERIENCED P ED IN THE , WORK OF THEIR TRADE, TO ENSURE FIRST CLASS WORKMANSHIP. ANY WORK NOT EQUAL TO BEST TRADE STANDARDS SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL COST. SHOULD ANY SUBCONTRACTOR REFUSE TO REMOVE AN D REPLACE UNSATISFACTORY WORK, THE CONTRACTOR MAY REMOVE AND REPLACE IT, AND CHARGE THE COST TO THE SUBCONTRACTOR. 5. IT 15 THE GENERAL CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF PEOPLE AND OF THE BUILDING AND ITS COMPONENT PARTS DURING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING OR TIE DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. 6. ALL PRODUCTS AND PARTS SHALL FIT TOGETHER NEATLY, WITHOUT DAMAGE OR DISFIGUREMENT. EXCEPT FOR SPECIFIED CURVED SURFACES, ALL PRODUCTS AND PARTS SHALL BE CONSTRUCTED/ FABRICATED AND INSTALLED TRUE, IN LINE, AND PLUMB. ALL NON CONFORMING WORK SHALL BE REJECTED AND RE -ACCOMPLISHED BY THE GENERAL CONTRACTOR AT NO ADDITIONAL COSTS TO THE OWNER 1. ALL WORK SHOWN ON THE DRAWINGS SHALL BE CONSTRUCTED OF NEW COMPONENTS. 8. ALL BIDS SHALL BE PREPARED FROM A COMPLETE SET OF CONSTRUCTION DOCUMENTS. COMPLETE SETS OF DOCUMENTS SHALL NOT BE BROKEN UP FOR BID PURPOSES. SUCH ACTION MAY RESULT IN A LACK OF INFORMATION IN REFERENCE TO THE SCOPE OF WORK TO BE PERFORMED. e. IT SHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO PERSONALLY FIELD INSPECT THE PROJECT SITE PRIOR TO THE PREPARATION AND SUBMITTAL OF HIS BID. THIS INSPECTION IS REQUIRED SO THAT THE CONTRACTOR SHALL BE TOTALLY FAMILIAR WITH THE EXISTING CONDITIONS AND THEIR INTERFACE WITH THE NEW CONSTRUCTION AS DEFINED IN THESE CONSTRUCTION DOCUMENTS. 10, UNLESS OTHERWISE SPECIFIED, THE G.C. SHALL FURNISH A WRITTEN GUARANTEE FOR ALL WORK (EQUIPMENT, MATERIALS, AND LABOR), AGAINST ANY DEFECTS IN SAID WORK FOR A PERIOD OF ONE 0) YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION, WITH ALL APPROPRIATE REPAIRS OR REPLACEMENTS AT NO ADDITIONAL COST TO THE OWNER. 11. IT SHALL BE THE RESPONSIBILITY OF THE G.C. AND/OR CONTRACTORS TO COMPLY WITH ALL THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT OF n10 BY THE U.S. DEPARTMENT OF LABOR, AND REQUIRE ALL ITS SUBCONTRACTORS AND EMPLOYEES TO COMPLY WITH THIS LAW, AND ANY RELATED STATE OR LOCAL LAWS. 12. THE DATA GIVEN HEREIN AND ON THE DRAWINGS IS AS EXACT AS COULD BE SECURED. THEIR ABSOLUTE ACCURACY IS NOT GUARANTEED, AND THE G.C. SHALL OBTAIN EXACT LOCATIONS, MEASUREMENTS, LEVELS, ETC. AT THE SITE AND SHALL SATISFACTORILY ADAPT HIS WORK TO THE ACTUAL CONDITIONS OF THE BUILDING. DO NOT SCALE PRINTS. VERIFY ALL DIMENSIONS WITH THE ARCHITECT PRIOR TO COMMENCING WORK 13. THESE DOCUMENTS AND THE INFORMATION CONTAINED HEREIN SHALL NOT BE ALTERED IN ANYWAY BY THE CONTRACTOR OR THE OWNER ALTERATIONS SHALL BE MADE ONLY BY THE ARCHITECT OF RECORD. 14. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE SPRINKLER SYSTEM. ANY AND ALL INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS TO THE FIRE SPRINKLER SYSTEM NECESSITATED BY THE WORK IN THIS PERMIT SHALL BE DONE AS PER NFPA-13 2001 EDITION, BY A LICENSED FIRE SPRINKLER CONTRACTOR WITH SEPARATE PERMIT AND PLANS. 15. THE EXISTING FACILITY IS ACCOMMODATED WITH A FIRE ALARM SYSTEM. ANY AND ALL INSTALLATIONS, CHANGES, ADDITIONS, RELOCATIONS, IMPROVEMENTS AND/OR MODIFICATIONS TO THE FIRE ALARM SYSTEM SHALL BE DONE AS PER NFPA-12 2001 EDITION, BY A LICENSED FIRE ALARM CONTRACTOR WITH SEPARATE PERMIT AND PLANS. 16. ALL FIRE PROTECTION SYSTEMS SHALL REMAIN IN SERVICE DURING CONSTRUCTION AT ALL TIMES. 38135 MARKT SQUARE -1[11 a 01 4 Kea rV Oki M%imml CONSTRUCTION NOTES 1. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILING SHALL BE IN ACCORDANCE WITH ASTM E84. ALL FINISH MATERIALS SHALL MEET A CLA55 "B" INTERIOR FINISH RATING IN EXIT AND EXIT ACCESS AREA. CLASS "C" ELSEWHERE. 2. ALL EXIT DOORS SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT. MANUALLY OPERATED FLUSH BOLTS OR SURFACE BOLTS SHALL NOT BE USED. 3, ALL GLAZING WITHIN A 24 INCH ARC OF DOORS WHOSE BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE FLOOR AND GLASS BELOW 18'' A.F.F. AND ALL GLAZING IN DOORS SHALL BE SAFETY GLASS, TEMPERED GLASS OR ACRYLIC PLASTIC SHEET. PER FBC-2406.1 4. OBJECTS PROTRUDING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 21" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDE NO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. OBJECTS MOUNTED AT OR BELOW 21" ABOVE FINISHED FLOOR MAY NOT PROTRUDE ANY AMOUNT. FREE STANDING OBJECTS MOUNTED ON POST OR PYLONS MAY OVERHANG 12". PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH OF AN ACCESSIBLE ROUTE OR MANEUVERING SPACE. 5. PROVIDE DEADWOOD BLOCKING WITHIN WALL CAVITIES AT LOCATIONS INCLUDING, BUT NOT LIMITED TO, WALL MOUNTED CABINETRY, FIRE EXTINGUISHER CABINETS, TOILET ACCESSORIES, GRAB BARS, WALL STOPS, ETC- 186A. GALV. FLAT METAL MAY BE USED IN LOCATIONS APPROVED BY ARCHITECT. 6. PROVIDE AND INSTALL PORTABLE FIRE EXTINGUISHERS A5 SHOWN IN THESE DOCUMENTS OR AS OTHERWISE DIRECTED BY THE LOCAL FIRE MARSHAL. 1. SIGNAGE SHALL BE PROVIDED AS REQUIRED AND AS STATED IN THE 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION AND SHALL COMPLY WITH CHAPTER 1 SECTION 103 SIGNS, SYMBOL LEGEND x xx BUILDING SECTION SYMBOL x xx WALL SECTION SYMBOL x xx DETAIL SYMBOL 00 '� xx DETAIL SYMBOL 0'-0" ELEVATION MARK TOP OF SLAB INTERIOR ELEVATION x/A MARK KEYED DRAWING NOTES 000 DOOR NUMBER SYMBOL ROOM NUMBER SYMBOL WINDOW SYMBOL REVISION /X,WALL TYPES WILDING CODE INFORMATION APPLICABLE CODES: THE FLORIDA BUILDING CODE, 2010 EDITION • BUILDING 0 EXISTING BUILDING • PLUMBING 0 ELECTRICAL • MECHANICAL • 2012 FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION FLORIDA FIRE PREVENTION CODE 2010 EDITION NFPA 101 LIFE SAFETY CODE FLORIDA EDITION NATIONAL ELECTRICAL CODE 2006 EDITION 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN OCCUPANCY CLASSIFICATION: EXISTING FBC - BUILDING, CHAPTER 3 SECTION 304: BUSINESS OCCUPANCY - GROUP B SPRINKLERED CLASSIFICATION OF U1OIWs EXISTING FACILITY FEBC - EXISTING BUILDING, SECTION 404 ALTERATION LEVEL 2 HEIGHT AND BUILDING AREA: (EXISTING) FBC - BUILDING, CHAPTER 5: TYPE II-B, SPRINKLERED AREA MODIFICATION FOR FRONTAGE INCREASE - 506.2 0.0090 AREA MODIFICATION FOR AUTOMATIC SPRINKLER SYSTEM - 506.3 0.00% ALLOWED PROVIDED TABLE 503: HEIGHT AND BUILDING AREA MAXIMUM BUILDING HEIGHT 55, 30, MAXIMUM STORIES 3 2 AREA PER FLOOR 46,000 SF 26,038 SF CONSTRUCTION TYPE: (EXISTING) FBC - BUILDING, CHAPTER 6 TABLE 601 - FIRE RESISTANCE RATING FOR BUILDING ELEMENTS REQ'D PROVIDED STRUCTURAL FRAME INCLUDING BEAMS, COLUMNS, GIRDERS, TRUSSES 0 HR 0 HR BEARING WALLS, EXTERIOR 0 HR 0 HR BEARING WALLS, INTERIOR 0 HR 0 HR NONBEARING WALLS, INTERIOR 0 HR 0 HR FLOOR CONSTRUCTION INCLUDING SUPPORTING BEAMS t JOISTS 0 HR 0 HR ROOF CONSTRUCTION INCLUDING SUPPORTING BEAMS t JOISTS 0 HR 0 HR TABLE 602 - FIRE RESISTANCE RATING FOR EXTERIOR WALLS BEARING AND NON BEARING BASED ON FIRE SEPARATION DISTANCE LESS THAN 5' 1 HR N/A 5' TO 10' 1 HR N/A 10 TO 20 0 HR N/A 20' TO 30' 0 HR N/A 30' AND OVER 0 HR 0 HR FIRE RESISTANCE s EXISTING FACILITY N/A MEANS OF EGRESS: FBC - BUILDING, CHAPTER 10 MAXIMUM FLOOR AREA PER OCCUPANT TABLE 1004.1.1: 100 5F GROUND FLR 2rc,036 SF 260 PERSONS EGRESS WIDTH PER OCCUPANT - TABLE 1005.1 2 260 x 0.2 52.0" ALLOW PROVIDED KEY PLAN MIN. CLEAR DOOR OPENING - 1006.1.1 32" 2 34" SECTION SYMBOL MIN. CLEAR STAIR WIDTH - 1009.1 441' 2 48" COMMON PATH OF TRAVEL - 1014.3 100 FT 100 FT EXIT ACCESS TRAVEL DIST. - TABLE 1016.1 300 FT < 300 FT MIN. CORRIDOR WIDTH - 10162 44" 2 44" DEAD END CORRIDOR - 1018.4 50 FT < 50 FT MIN. NUMBER OF EXITS - 1021.1 / 1021,2 2 4 NUMBER AND SIZE OF EXITS PROVIDED DOUBLE ENTRANCE DOORS 34 X 2 = 68" SINGLE ENTRANCE/EXIT DOOR 6ro X 2 = 132" WILDING CODE INFORMATION CONT. INTERIOR FINISHES: FBC - BUILDING, CHAPTER 6 BUSINESS - GROUP B (SPRINKLERED) INTERIOR WALL AND CEILING FINISH REQUIREMENTS - TABLE 803.9 VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS A EXIT ACCESS CORRIDORS / EXITWAYS: CLASS B ROOMS AND ENCLOSED SPACES: CLASS C INTERIOR WALL AND CEILING FINISHES SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 54. SUSPENDED ACOUSTICAL CEILING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF 45TM C 635 AND ASTM C 636. MATERIAL, OTHER THAN FOAM PLASTIC USED AS INTERIOR TRIM SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE -DEVELOPED INDEX WHEN TESTED IN ACCORDANCE WITH ASTM E 84. INTERIOR WALL SURFACES WITHIN (2) TWO FEET OF URINALS AND WATER CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE TO A HEIGHT OF (4) FOUR FEET ABOVE THE FINISHED FLOOR MINIMUM. THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS NOT ADVERSELY AFFECTED BY MOISTURE. PROJECT SCOPE PARTIAL INTERIOR RENOVATIONS OF AN EXISTING MEDICAL OFFICE WITHIN AN EXISTING MEDICAL OFFICE FACILITY. FIRE PROTECTION SYSTEM TO BE DESIGNED AND SUBMITTED UNDER A SEPARATE PERMIT BY A LICENSED FIRE PROTECTION CONTRACTOR PRIOR TO PERMIT ISSUANCE. PROJECT TEAM ARC 41TECT OLIVERI ARCHITECTS 32101 U.S. HWY.113 PALM HARBOR, FLORIDA 34ro84 121-181-1525 PLUMBING MDCI FLORIDA INC. 405 2ND STREET SOUTH, SUITE B SAFETY HARBOR, FLORIDA 34695 121-698-03S8 MDCI FLORIDA INC. 405 2ND STREET SOUTH, SUITE B SAFETY HARBOR, FLORIDA 34695 121-698-0398 ELECTRICAL ELECTRICAL CONSULTING AND DESIGN, INC. g225 ULMERTON ROAD - SUITE G LARGO, FLORIDA 33111 121-581-4318 AERIAL MAP l C d � 'iV, k U l� INDEX OF: DRAWINGS Tl TITLE SHEET Dl EXISTING / DEMOLITION FLOOR PLAN DZ EXISTING / DEMOLITION REFLECTED CEILING PLAN Ala FLOOR PLAN Alb DIMENSIONED FLOOR PLAN A2 REFLECTED CEILING PLAN AND DETAILS A3a INTERIOR ELEVATIONS A3b INTERIOR ELEVATIONS A3e INTERIOR ELEVATIONS A4 CABINET DETAILS IDl FINISH FLOOR PLAN AND SCHEDULE N1 ARCHITECTURAL SPECIFICATIONS PI PLUMBING RENOVATION PLAN MI EXISTING / DEMOLITION MECHANICAL FLOOR PLAN M2 MECHANICAL FLOOR PLAN El ELECTRICAL LEGEND AND SPECIFICATIONS E2 ELECTRICAL LIGHTING PLAN E3 ELECTRICAL POWER PLAN LOCATION MAP �E F,Wda - w, . 'k ibd3.j k, i L _ Cottomwond Pi a .. PROJECT ' 51TE REVISIONS BY .0C O N M �r L LL O L C U E X N O U • N .� L � U O � Eti O O r- Ll c � G N1 C"J C E-? C7 L0 C5 (r d Q N fr ik y cf� U S _ L 0 U N LiJ v U O Q 0 m N "v C W •L y L� W J v 'LO Z m = O Q u') - M -C 0 LL _ 00 s Z M a ° O J N v Li a. Date: 08. 13, 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-46 Sheet Tl'- WALL LEGEND EXISTING CONCRETE SLAB SAWCUT CONCRETE SLAB MIN. 1 1/2" DEEP AND BREAK OUT EXISTING CONCRETE EXISTING DOOR SYSTEM 3000 PSI CONCRETE INFILL ® EXISTING WINDOW SYSTEM EXISTING WALL PARTITION EXISTING MASONRY WALL SYSTEM --SYSTEM TO MOv --� �-- EXISTING DOORBE RE ED .,.,,^ ° Q __________- EXISTING WALL PARTITION TO BE REMOVED ZA ° CEMENT STABALIZED SAND KE 1 ED NOTES — PROVIDE A MIN. VAPOR BARRIER EQUIVALENT TO STEGOWRAP BELOW NEW CONCRETE - TAPE NEW VAPOR BARRIER TO EXISTING. NEW PLUMBING PIPING OR ELECTRICAL CONDUIT AS REQUIRED GISAW CUT / SLAR FATCH DETAIL SCALE: 1 1/2" = 1'-0" aEXISTING / DEMOLITION FLOOR PLAN SCALE: 3/w, = 1'-0" 0 EXISTING STRUCTURAL COLUMN. MAINTAIN INTEGRITY DURING CONSTRUCTION. FIELD VERIFY. OEXISTING MILLWORK EXISTING PLUMBING FIXTURE. OEXISTING MILLWORK TO BE REMOVED. OEXISTING PLUMBING FIXTURE TO BE REMOVED - CAP OFF PIPES AS REQUIRED - SEE PLUMBING DRAWINGS. OPORTION OF EXISTING WALL TO BE REMOVED - SEE PROPOSED FLOOR PLAN. OEXISTING DOOR SYSTEM TO BE REMOVED. OPORTION OF EXISTING WALL TO BE REMOVED FOR NEW FILE PASS-THRU. SEE DETAIL B/Ala, OHATCH INDICATES AREA OF NO WORK 10 REMOVE EXISTING FLOOR FINISHES, BASEBOARDS AND WALL FINISHES AS REQUIRED. COORDINATE WITH OWNER THE EXTENT AND LIMITS OF NEW FINISHES AREA. 11 SAW CUT EXISTING CONRETE SLAB AS NEEDED FOR PROPOSED PLUMBING AND ELECTRICAL WORK - SEE DETAIL A/Dl. 12 EXISTING ELECTRICAL PANEL - SEE ELECTRICAL DRAWINGS. 13 EXISTING DOOR TO BE RELOCATED AND STORED FOR REUSE. GENEi�.4L NOTES 1. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE AND LAWFUL DISPOSAL OF ALL MATERIALS DEMOLISHED. HOWEVER, THE OWNER SHALL BE GIVEN THE OPPORTUNITY TO SALVAGE ANY EQUIPMENT, FIXTURES OR MATERIAL. 2. REMOVE ALL ABANDONED ELECTRICAL WIRING BACK TO PANEL. 3. REMOVE ALL EXISTING FLOOR FINISHES AND BASEBOARDS THROUGHOUT AREA OF SCOPE OF WORK AND ANY OTHER EXISTING FLOOR FINISHES NOT SCHEDULED AS EXISTING TO REMAIN IN FINISH SCHEDULE. 4. SEE ELECTRICAL DRAWINGS FOR ALL ELECTRICAL DEMOLITION. 5. SEE MECHANICAL DRAWINGS FOR ALL MECHANICAL DEMOLITION. ro. SEE PLUMBING DRAWINGS FOR ALL PLUMBING DEMOLITION. -1. ALL DEMOLITION WORK TO BE COORDINATED WITH FACILITY MANAGER. 8. RE -USE EXISTING DOORS AS POSSIBLE PER OWNERS DIRECTIONS. 9. MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS AND ALL EXISTING FINISHES TO REMAIN. 10. TAKE ADEQUATE PROTECTION TO INHIBIT DUST INFILTRATION TO EXISTING MECHANICAL SYSTEM (I.E. FILTERS OVER GRILLES. ETC.). 11. PROVIDE DUST PARTITION BEFORE ANY DEMOLITION WORK AREA OF WORK —\ KEY PLAN A OF cK REFLECTED CEILING LEGEND EXISTING 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES EXISTING 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION EXISTING 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION Q EXISTING RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® EXISTING EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING SMOKE DETECTOR - SEE MECHANICAL FOR MORE INFORMATION ® EXISTING EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES TO BE ________ _ i i REMOVED ------ �i EXISTING 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT I I SUSPENDED CEILING GRID SYSTEM TO BE REMOVED - SEE ELECTRICAL FOR MORE INFORMATION -- �i EXISTING 2' x 2' FLUORESCENT LIGHT FIXTURE, LAY IN AT t li SUSPENDED CEILING GRID SYSTEM TO BE REMOVED - LL--JJ SEE ELECTRICAL FOR MORE INFORMATION < I li EXISTING MECHANICAL SUPPLY REGISTER TO BE .c�'�L L---J REMOVED - SEE MECHANICAL FOR MORE INFORMATION r---r EXISTING MECHANICAL RETURN REGISTER TO BE r! _; REMOVED - SEE MECHANICAL FOR MORE INFORMATION KEYED NOTES OHATCH INDICATES AREA OF NO WORK. OEXISTING G.W.B. HEADER. OPORTION OF EXISTING CEILING SYSTEM TO BE REMOVED. COORDINATE WITH PROPOSED CEILING PLAN. O4 EXISTING WALL SYSTEM TO BE REMOVED, SEE DEMOLITION FLOOR PLAN. OSECURE EXISTING CEILING TO REMAIN AS REQUIRED. OEXISTING STRUCTURAL COLUMN. MAINTAIN INTEGRITY DURING CONSTRUCTION. OEXISTING CEILING C ENE %0"L NOTES 1. REFER TO EXISTING / DEMOLITION FLOOR PLAN FOR EXISTING AND DEMOLISHED WALL LOCATIONS 2. PROVIDE DUST PARTITION BEFORE ANY DEMOLITION WORK 3. TAKE ADEQUATE PROTECTION TO INHIBIT DUST INFILTRATION TO EXISTING MECHANICAL SYSTEM (I.E. FILTERS OVER GRILLES. ETCJ. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK 5. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ON ELECTRICAL DEMOLITION. 6. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION ON MECHANICAL DEMOLITION. '1. RE -USE EXISTING LIGHT FIXTURES, HVAC GRILLES AND DUCT AS MUCH AS POSSIBLE, SEE MECHANICAL AND ELECTRICAL DRAWINGS. 8. PATCH AND REPAIR EXISTING CEILING AS REQUIRED, REPLACE DAMAGED TILE AND GRID AS NEEDED TO MATCH AND ALIGN WITH EXISTING ADJACENT CEILING. 9. OWNERS HAVE THE OPTION TO SALVAGE ANY REMOVED FIXTURES. GENERAL CONTRACTOR TO COORDINATE WITH FACILITY MANAGER 10, MAINTAIN INTEGRITY OF ALL EXISTING STRUCTURAL ELEMENTS AND ALL EXISTING FINISHES TO REMAIN. OEXISTING / DEMOLITION REFLECTED CEILING: PLAN SCALE: 3/16" = V-0" REVISIONS BY I—. • " o 2 ti o O • O 0 o 00 3 N ti 0 i v C\J \ 1 P4 P i Q N �p O -p V O O Ci CC O Q O a y ro N y Q.) (10 0 L 0 U cV JLLJ Lr) V Z M U 0 v Q 0 m N -v 0 = L Li L LLJ J v •��Zmu') (n i M al 00 t OIV d Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-46 Sheet D2 d n _ . I — I �Z t I � 7— 1-1-1i--F — � T '.li. ... i I ,: ,Ge.11 �;1 : �. tll :I _I: II I�I�1�. .. _ UPPER C4 SEE INTER ELEVATIOI IPASS-THR ALIGN WITI CABINETS 1/2" GYPSUM WALLBOARD OFILE PASS-THW DETAIL SCALE: 1 1/2" = 1'-0" LAMINATE TRIM PIECE LAMINATE CHART HOLDER LAMINATE TRIM PIECE METAIL STUDS AT 16" D.C. W v 1/2" GYPSUM WALLBOARD SOUND INSULATION DOOR GENERAL NOTES 1. ALL DOORS/DOOR OPENINGS SHALL COMPLY WITH FLORIDA FIRE PREVENTION CODE 2010 EDITION / NFPA 101 LIFE SAFETY CODE 1.2.1.2 WIDTH 1.2.1.4 SWING AND FORCE TO OPEN 1.2.15 LOCKS AND LATCHES AND ALARM DEVICES 1.2.1.E SPECIAL LOCKING ARRANGEMENTS METAL STUDS AT 16" 1.2.1.1 PANIC HARDWARE AND FIRE EXIT DEVICES O.G. SEE WALLTYPES. 1.2.1Z SELF CLOSING DEVICES 1/2" GYPSUM 2. ALL DOOR HANDLES SHALL BE LEVER TYPE MEETING A.D.A. REQUIREMENTS. WALLBOARD 3. ALL INTERIOR DOOR HANDLES SHALL BE EQUAL TO SCHLAGE "AL" SERIES "SATURN". (MATCH EXISTING STYLE) 2x BUCK 4. ALL DOORS WITH AUTO CLOSERS SHALL HAVE BALL BEARING TYPE HINGES 5. ALL NEW INTERIOR DOORS SHALL BE A VENEER TO MATCH EXISTING DOORS. WOOD TRIM TO MATCH 6. DOOR CLOSER SHALL BE INSTALLED SUCH THAT THE SWEEP PERIOD OF THE CLOSER SHALL BE EXISTING ADJUSTED SO THAT FROM AN OPEN POSITION OF 10', THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3 INCHES (16MM) FROM THE LATCH, MEASURED TO THE LEADING EDGE OF THE DOOR WOOD TRIM TO MATCH EXISTING 1, THE MAXIMUM FORCE FOR PUSHING OR PULLING AN INTERIOR DOOR SHALL BE 5116f (22.2N). DOOR 6. PROVIDE EITHER WALL OR FLOOR STOPS FOR ALL DOORS AS REQUIRED. S. SUBMIT HARDWARE SCHEDULE AND REVIEW WITH ARCHITECT PRIOR TO PLACING ORDER (3 COPIES) OIINTERIOR DOOR HEAD / JAM5 DETAIL SCALE: 3" = 1'-0" DOOR ANO WARC U ARE SCHEDULE WALL LEGEND ® EXISTING DOOR SYSTEM TO REMAIN. VERIFY WORKING CONDITION OF EXISTING HARDWARE. REPAIR OR REPLACE AS REQUIRED. FIELD VERIFY. J 3'-0" X l'-0" X 1 3/4" PRE -HUNG S.C. WOOD DOOR AND WOOD FRAME TO MATCH EXISTING DOOR SYSTEMS WITH PASSAGE HARDWARE SET AND AUTOCLOSER - SEE DETAIL A/Ala. EXISTING DOOR SYSTEM ® EXISTING WINDOW SYSTEM © 3'iO" X 1'-0" X 1 3/4" PRE -HUNG S.C. WOOD DOOR AND WOOD FRAME TO MATCH EXISTING DOOR SYSTEMS WITH OFFICE HARDWARE SET. SEE DETAIL A/Ala. EXISTING WALL PARTITION 0 3'" X 1'-0" X 1 3/4" PRE -HUNG S.C. WOOD DOOR AND WOOD FRAME t0 MATCH EXISTING 1 OR SYSTEMS WITH PASSAGE HARDWARE SET. SEE DETAIL A/Ala. EXISTING MASONRY WALL SYSTEM j> 0" X 1'-O" X 1 3/4" PRE -HUNG S.C. WOOD DOOR AND WOOD FRAME TO MATCH EXISTING 1560R SYSTEMS WITH STORE ROOM HARDWARE LOCK SET -SEE DETAIL A/Ala. 11 RiLOCATED DOOR AND FRAME PROVIDE NEW PASSAGE SET HARDWARE. O T411\ DOOR SYSTEM TO DOOR SCHEDULE 0 E*ISTING DOOR SYSTEM TO REMAIN - REMOVE EXISTING HARDWARE AND REPLACE WITH OFFICE HARDWARE SET. -REFER METAL STUD PARTITION - REFER TO TYPICAL NON -RATED HINGES : CAL -ROYAL - U626D - 5531xU626,T5H3lxUS26 CLOSER LCN - U826D - 1460/1441 WALL PARTITION DETAIL A/Alb WALL STOP CAL -ROYAL - U626D - CONW542 FLOOR STOP CAL -ROYAL - U626D - DSHPIS METAL STUD SOUND INSULATED PARTITION - REFER TO PA55AGE SET SCHLAGE - U626D - SATURN AL10S TYPICAL NON -RATED WALL PARTITION DETAIL A/Alb PRIVACY SET SCHLAGE - US26D - SATURN AL405 LOCK SET : SCHLAGE - US26D - SATURN AL50PD SINGLE DUMMY TRIM : SCHLAGE - U626D - SATURN ALll0 STOREROOM LOCK SCHLAGE - U526D - SATURN ALa0PD CLASSROOM LOCK SCHLAGE - U526D - SATURN ALlOPD THRESHOLD : PEMKO - ALUM - 210A or I10A KE(Y ED NOTES DOOR SWEEP PEMKO - ALUM - 315CN PULL HANDLE : DON-JO - U626D - 1114 KICK PLATE DON-JO - ALUM - J102 PANIC DEVICE ;MONARCH - MAL - ISIOLDANE 0 HATCH INDICATES AREA OF NO WORK. OEXISTING STRUCTURAL COLUMN. MAINTAIN INTEGRITY DURING CONSTRUCTION - FIELD VERIFY. 3D EXISTING CABINETRY / SHELVING. OEXISTING PLUMBING FIXTURE. OSTAINLESS STEEL SINK - SEE PLUMBING DRAWINGS. OBASE CABINETS / COUNTERTOP - SEE INTERIOR ELEVATIONS. OSLIDING WINDOW SYSTEM - SEE INTERIOR ELEVATIONS. OS WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS. i COPIER - PROVIDED BY OWNER. J. i 1 O10 4n THICK, 12n HIGH LAMINATED PARTITION. ITION. SCALE - PROVIDED Y TENANT. 11 PR DED B E -- -- - - -- -- - - 12 WALL MOUNTED T.V. BY TENANT PROVIDE WALL BLOCKING AS REQUIRED - SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION. 13 1 1/2" DIA. GRAB BAR it EXISTING 14 ALIGN NEW WALL WITH EXISTING WALL. WAITING 15 36" HIGH CHECK -IN COUNTER - SEE INTERIOR ELEVATIONS. 101 i 16 46" HIGH LAMINATED SHELF. SEE INTERIOR ELEVATIONS. ll NEW FILE PASS-THRU WINDOW - SEE INTERIOR ELEVATIONS AND I DEL TAI B/Ala. 18 EX1 TING MILt0 LOOK LIKE NEW. AND RRPAIIRL. PATC DE NEW LAMINSIDE MILLWORK i u � I I REQUI ED FOR NEW CA IN T YACCESSORIES, ET C. J i I I i i L-i i O 6. GENERAL CONTRACTOR N COLT CTO TO MAINTAIN INTEGRITY OF AEXISTING i' .. O FLOOR FLAN SCALE: 3/16" a 1'-0" REVISIONS BY 0r 00 y V N Q 0 p n0 " E v ro ti Ou E x ay, N G LT- C o u � o�oo o 3 3 ti 3 o v :D v � � C o a N ('7 �1 Q I Q Cn S- 00 N O -p V O 0 v y c _U Q� i L 0 U N J W (D Lo V U_ v 0QOm�� W �y— W J v O rn m Q Zm� — Li. 0 L� M - v 00 M -C O ..E i N v Li Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-46 Sheet Ala - PULL SIDE MANEUVERING CLEARANCE PUSH SIDE NOTE: X = 12" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH FRONT APPROACH NOTE: X = 36" MIN. IF Yl = 60" : X = 42" MIN. IF Y1 = 54" PULL SIOF PUSH SIDE NOTE: Y2 = 42" MIN.: Y2 = 46" MIN. IF THE DOOR HAS BOTH A CLOSER AND A LATCH HINGE SIDE APPROACH MANEUVERING CLEARANCE NOTE: Y1 = 46" MIN. YI = 54" MIN. IF THE DOOR HAS A CLOSER PULL SIDE MANEUVERING CLEARANCE PUSH SIDE NOTE: Y2 = 42" MIN, Y2 = 45" MIN. IF THE DOOR HAS A CLOSER LATCH SIDE APPROACH DTYPICAL MANEUVERING CLEARANCES AT DOORWAYS SCALE: 3/16" = 1'-0" MANEUVERING CLEARANCE X / 'fix FRONT APPROACH MANEUVERING CLEARANCE i SIDE APPROACH CLEARANCES WITHOUT DOORS PULL SIDE MANEUVERING PUSH SIDE CLEARANCE j rl MANEUVERING CLEARANCE x x PUSH SIDE MANEUVERING PUSS.} SIDE CLEARANCE x PULL SIDE NOTE: DOOR PROVIDED WITH BOTH CLOSER AND LATCH PULL SIDE • X = DEPTH OF RECESSED WALL CLEARANCES AT RECESSED DOORS A °o Q DOORS IN A SERIES �z WE 3: oF- 00 Q3 i 60" , MIN. C DIMENSION PLAN NOTES 1. THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY 2. FOR DIMENSIONING PURPOSES, METAL STUD WALLS ARE DRAWN AT 4" OR 6" WIDE UN.O. - BLOCK WALLS ARE DRAWN AT 6" WIDE U.N.O. 3. 6" BLOCK WALLS AND 6" METAL STUD WALLS ARE DIMENSIONED TO FACE OF WALL - 4" METAL STUD WALLS ARE DIMENSIONED TO CENTER OF WALL, U.N.O. 4. GENERAL CONTRACTOR TO NOTIFY ARCHITECT AFTER LAYOUT IS COMPLETE AND WALL TRACK IS IN PLACE PRIOR TO FRAMING ANY WALLS 3/4' METAL STUDS AT Iro" O.G. 1/2" GYPSUM WALLBOARD 2x BUCK .000D TRIM TO MATCH DOOR =RAME PROFILE jejWOO CASED OiENINCx SCALE: 3" = 1'-0" 20 GA. STEEL CHANNEL FASTEN TO STRUCTURE ABOVE 3 5/6" 25 GA. GALv. STEEL STUDS AT 6'-O" LAY -IN ACOUSTICAL OR GYPSUM BOARD CEILING. 1/2" x 46" WIDE G.W.B. APPLIED HORIZONTALLY OR VERTICALLY, CORNER JOINTS OVER STUDS, STAGGER 16" O.G. OPPOSITE SIDES. ATTACH TO STUDS AND RUNNERS WITH 1" LONG TYPE "S" SCREWS AT THE JOINTS 4 RUNNER CHANNELS 1/2" TO 3/4" FROM EDGES OF G.W.B. SCREWS SHALL BE SPACED 6" O.C. ALONG EDGES OF BOARD AND 12" O.C. IN THE FIELD, COVER JOINTS WITH TAPE AND JOINT COMPOUND PER GA - WP - 1200. INCREASE METAL STUD THICKNESS AS REQUIRED FOR PLUMBING AND ELECTRICAL. 3 5/6" OR 6" (SEE. FLOOR PLAN) GALV. STEEL STUDS AT 16" O.C, 20 GA.STUDS AT WALL MOUNTED EQUIPMENT R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS ONLY. 25 GA. GALv. STEEL 'CHANNEL FASTEN TO SLAB AT 24" O.C. FLOOR SLAB O D IMES I ONED FLOOR PLAN O Tl'P. NON - RATE D PART I T I ON SCALE: 3/16" = 1'-0" A A SCALE: 1 1/2" = V-0" REFLECTED CEILING LEGEND REVISIONS BY EXISTING G.I. PATCH AND REQUIRED. EXISTING GE IL ING PATCH AND RE EXISTING WALL AS REQUIRED. HEADER 3/4" PLYWOOD V-0" +/- OIL CEILING -SUSPENDED ACOUSTICAL CEILING SYSTEM 3 5/8" METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. 1/2" G.W.B. RECESS TRACK. LEADING EDGE OF TRACK TO ALL IGN WITH LEADING EDGE OF G.W.B. ALUMINUM SLIDING WINDOW - SEE INTERIOR ELEVATIONS. EXISTING G.W.B. CEILING. PATCH AND REPAIR AS REQUIRED. (4) 010 TEK SCREWS AT EACH CONNECTION ------ - 8'-O" CE IL ING 1/2" G.W.B. LIGHT FIXTURE. SEE ELECTRICAL 3 5/8" 25 GA. (MIN.) METAL STUD FRAMING AT Iro" O.C. SECURE TO STRUCTURE ABOVE. 3 5/S" 25 GA. (MIN.) METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. MATCH EXISTING CEILING 1/2" G.W.B. 2x WOOD BLOCKING DOOR FRAME I I DOOR 3 5/S" METAL STUD FRAMING AT 16" O.C. SECURE TO STRUCTURE ABOVE. • • MATCH EXISTING CE I LING SUSPENDED ACOUSTICAL CEILING SYSTEM 1/2" G.W.B. HEADER (4) 010 TEK 1'-0" +/- SCREWS AT EACH CONNECTION 3 5/8" 25 GA. (MIN) METAL STUD FRAt°11NG AT 16" O.C. SECUO TO STRUCTURE A50A v MATCH EXISTING CEILING SUSPENDED ACOUSTICAL CEILING SYSTEM 1/2" G.W.B. LAY -IN ACOUSTICAL TILE CEILING MATCH EXISTING CEILING 1/2" GYPSUM WALLBOARD CEILING DETAIL CEILING DETAILO CEILING DETAIL IGI CEILING DETAIL lei SCALE: 1-1/2" = 1'-0" lel SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = V-0" SCALE: 1-1/2" = 1'-0" QREPLECTED CEILING PLAN SCALE: 3/1rc" = 1'-0" 3 5/B" 25 GA. (MIN.) METAL STUD FRAMING AT IV' O.C. SECURE TO STRUCTURE ABOVE. LAY -IN ACOUSTICAL TILE CEILING T' EXISTING 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES EXISTING 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION (� EXISTING RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EXISTING SMOKE DETECTOR - SEE.MECHANICAL FOR MORE INFORMATION ® EXISTING EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION EXISTING MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION 2' x 4' SUSPENDED CEILING GRID SYSTEM WITH 2' x 4' LAY -IN ACOUSTICAL CEILING TILES G.W.B CEILING (SMOOTH FINISH) 2' x 4' FLUORESCENT LIGHT FIXTURE, LAY IN AT SUSPENDED CEILING GRID SYSTEM -SEE ELECTRICAL FOR MORE INFORMATION 2' x 4' FLUORESCENT EMERGENCY LIGHT FIXTURE, LAY IN 011 AT SUSPENDED CEILING GRID SYSTEM - SEE ELECTRICAL FOR MORE INFORMATION 01 RECESSED CAN DOWN LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION EMERGENCY LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® EXIT LIGHT FIXTURE - SEE ELECTRICAL FOR MORE INFORMATION ® EXHAUST FAN - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL SUPPLY REGISTER - SEE MECHANICAL FOR MORE INFORMATION MECHANICAL RETURN REGISTER - SEE MECHANICAL FOR MORE INFORMATION KEYED NOTES Ol HATCH INDICATES AREA OF NO WORK O2 EXISTING G.W.B. HEADER OEXISTING CEILING OOUTLINE OF WALL MOUNTED UPPER CABINETS - SEE INTERIOR ELEVATIONS OPATCH AND REPAIR EXISTING CEILING AS REQUIRED. ONEW CEILING GRID SYSTEM AND NEW TILES. NEiz" NOTES 1. ALL CEILING HEIGHTS SHALL BE V-0" +/- TO MATCH EXISTING. COORDINATE WITH HVAC AND EXISTING STRUCTURAL TO MAXIMIZE CEILING HEIGHTS. 2. REFER TO EXISTING / DEMOLITION FLOOR PLAN FOR EXISTING AND DEMOLISHED WALL LOCATIONS 3. PROVIDE DUST PARTITION BEFORE ANY DEMOLITION WORK. 4. TAKE ADEQUATE PROTECTION TO INHIBIT DUST INFILTRATION TO EXISTING MECHANICAL SYSTEM (I.E. FILTERS OVER GRILLES. ETC.). 5. GENERAL CONTRACTOR TO NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCING WITH ANY WORK. 6. GENERAL CONTRACTOR SHALL PROVIDE ALL GYP. BD. FURRDOWNS / BULKHEADS AS REQUIRED. "I. SEE ELECTRICAL DRAWINGS FOR MORE INFORMATION ON ELECTRICAL DEMOLITION. 5. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION ON MECHANICAL DEMOLITION. METAL STUD FASTENING NOTES 1. ALL METAL FRAMING FOR GYPSUM WALLBOARD CEILING SHALL BE 25 GAUGE TYPICAL (U.N.O.) 2. 1MTL STUDS SHALL BE CONNECTED TO STRUCTURAL STL. w/ (3) 0.145110 RAMSET POWDER DRIVEN FASTENERS 3. MTL. STUDS/CLIP ANGLE SHALL BE CONNECTED TO MTL. STUDS w/ MIN (4) 012-14 TEK SCREWS. 4. CONTINUOUS TRACK SHALL BE CONNECTED TO STRUCTURAL STL. w/ (2) 0,145"0 RAMSET POWDER DRIVEN FASTENERS AT 16" O.C. 5. CONTINUOUS TRACK/STUDS/CLIP ANGLES SHALL BE CONNECTED TO CONC./CMU w/ (2) 1/4"0 x 1 1/4" TAPCON FASTENERS AT 24" O.C. 6. CONNECT MTL. STUDS/CLIP ANGLES TO WOOD TRUSSES w/ (4) 1/4"m WOOD SCREWS, 1. CONNECT SHEATHING TO MTL. STUDS w/ 012-14 TEK SCREWS AT (o" O.G. 8. CONTINUOUS TRACK SHALL BE CONNECTED TO ROOF DECK w/ (2) 010 TEK SCREWS AT 24" O.C. Q L`0-0 0 o -m o Q� rJ tl- U Y = � ri x N N caL r O C u o O 10 u . CN N > C .3 3 � 3 o � o El -a 7 N m Q Q� N � O " > 0 0 s � O i L. 0 U N c —IW L Z V M U 0 Q 0 mN C W •L C W J - v .0 Z N m C a 'o M -C LLJ — v Z 00 M -C O IE J N �i Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-46 Sheet A 2 I I 17 1� 9 j e •,. O .........01 12 11 4 2 A4 2 A4 A4 OEXISTING WAITING z RECEPTION ', O RECEPTION SCALE: 3/8" = 1'-0" RM 101 O SCALE: 3/6" = V-O" RM 102 SCALE: 3/5" = 1'-0" RM 102 101 FMCEPTION SCALE: 3/8" = 1'-0" N @ N N 101 RECEPTION RM 102 SCALE: 3/8" = 1'-0" RM 102 r7o)I COOIRRIDOIR SCALE: 3/8" = I'-0" s n KEYED NOTES Ol DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER 4G OPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OFALSE LAMINATED PANEL. OB G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING; PLAN AND DETAILS OSOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 10 3/8" WIDE X 3/4" DEEP REVEAL - SEE DETAIL A/A3c. 11 S.S. SINK - SEE PLUMBING DRAWINGS 12 CABINET LOCK 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. 1D CLEAR, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM "CRL SLIDING SERVICE WINDOW X-OR-X FORMAT" WITH 1/4" TEMPERED CLEAR GLASS. IS 4" THICK, -12" HIGH LAMINATED PARTITION. lG LAMINATED FILE PASS-THRU CUBBIE. DIVIDE TO (6) EQUAL SPACES WITH 1/4" THICK CLEAR PLEXIGLASS DIVIDERS. SEE DETAIL 5/Ala. 20 WOOD CASED OPENING - SEE DETAIL B/Alb. RM 106 GENERAL NOTES 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET A4 FOR CABINET DETAILS 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. O CORRIDOR 8 MEDICAL ASS I STA4NT ol ME D I C4L ASSISTANT SCALE: 3/8" = 1'-O" RM 101 SCALE: 3/8" = 1'-0" RM 101 SCALE: 3/8" = 1'-0" RM 101 REVISIONS BY 140 _Z, Go N � O O O � n � U _U L. o U �- N C J W Lr) Z •o U M U_ 0 Q m N C C i 1� L_ J -0 v o vi Zm� N C _ � Z 00 M s N � J N v La.. CL Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-46 Sheet A3a I Hi lit I. - , 1".'i I ... IV-11111, 11, 1,, 1Wd� I �9 N N iv OEXAM PHONE 101 PHONE O PHONE SCALE: 3/8" = 1'-0" RM 106, 10% 111, 112,113,123,125 412-1 1'OSCALE: 3/6" = -0" RM 116 SCALE. 3/6" = I'-O" RM 116 SCALE: 3/8" = 1'-0" RM 116 c E c 101 PHONE SCALE: 3/8" = I'-0" I a 101 RECEPTION RM 116 SCALE: 3/8" = 1'-0" 11 J(DI RECEPTION RM 115 SCALE: 3/8" = I'-0" KEYED NOTES 0 DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OOPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT OFALSE LAMINATED PANEL. OG.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS OSOLID SURFACE CHECK -IN COUNTER - SEE CABINET DETAILS AND FINISH SCHEDULES. 10 3/6" WIDE X 3/4" DEEP REVEAL - SEE DETAIL A/A3c. II S.S. SINK - SEE PLUMBING DRAWINGS 12 CABINET LOCK 13 LAMINATED END PANEL 14 LAMINATED BACKSPLASH 15 LAMINATED COUNTER TOP 16 LAMINATED SUPPORT. 17 CLEAR, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM "CRL SLIDING SERVICE WINDOW X-OR-X FORMAT" WITH 1/4" TEMPERED CLEAR GLASS. 18 4" THICK, 12" HIGH LAMINATED PARTITION. 19 LAMINATED FILE PASS-THRU CUBBIE. DIVIDE TO (6) EQUAL SPACES WITH 1/4" THICK CLEAR PLEXIGLASS DIVIDERS. SEE DETAIL 5/Ala. 20 WOOD CASED OPENING - SEE DETAIL B/Alb. RM 115 GENERAL NOTES 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET A4 FOR CABINET DETAILS 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. OEXISTING WAITING O RECEPTION ,m CORRIDOR SCALE: 3/8" = I'-0" RM 101 SCALE: 3/8" = 1'-0" RM 115 SCALE: 3/6" = 1'-0" RM 121 REVISIONS BY • 00 a M co co 0 ..I o o a ti u xC"I n u In o 00 3 N o M a Q Q Cq N O � O 0¢ O O 1 ,a (� y � _u 0 o U cV C W •0C Z CM U_ 0Q Lm LLJ -°o W J� p Zm� vi �L d? � - 0 at* M m _r_ O Z M Q J IV v LL_ CL Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-46 Sheet A3b "'TIZrm 'U, 1 11 I, IIIII. Y I: nI I I I i I rr-r----- -r— 1 9 1r--- KEYED NOTES Ol DOOR / WINDOW SYSTEM - SEE FLOOR PLAN AND DOOR / WINDOW SCHEDULE OBASEBOARD - SEE FINISH SCHEDULE OOPEN SPACE / KNEE SPACE BELOW COUNTER OPEN BEYOND OKEYBOARD DRAWER OCOPIER BY TENANT • 8 44 O FALSE LAMINATED PANEL. _° OS G.W.B. WRAPPED HEADER / SOFFIT - SEE CEILING PLAN AND DETAILS _..._. __....,._ ,__ _ ........ ,__ .... ......:.. .._ .__..,_...w. .... _ ...�. �_ __ i" `] SOLID SURFACE CHECK -IN COUNTER -SEE CABINET DETAILS AND FINISH SCHEDULES � 0 0 o 10 3/8" WIDE X 3/4" DEEP REVEAL - SEE DETAIL A/A3c. 15 11 S.S. SINK - SEE PLUMBING DRAWINGS 9 14 15 Q CABINET LOCK O `' 13 LAMINATED END PANEL o e e 14 LAMINATED BACKSPLASH o O O 5 e g d 3 3 15 LAMINATED COUNTER TOP 12 12 " 12 ' 16 LAMINATED SUPPORT. 1� CLEAR, ANODIZED ALUMINUM SLIDING WINDOW SYSTEM "CRL SLIDING SERVICE WINDOW X-OR-X FORMAT" WITH 1/4" TEMPERED CLEAR GLASS. 12 10 A4 13 12 `3 A4 A4 A4 2 2 6 Il 2 2 A4 2 A4 A4 18 4" THICK, 12" HIGH LAMINATED PARTITION. 19 LAMINATED FILE PASS-THRU CUBBIE. DIVIDE TO (b) EQUAL SPACES WITH 1/4 THICK CLEAR PLEXIGLASS DIVIDERS. SEE DETAIL B/Ala. 20 WOOD CASED OPENING - SEE DETAIL B/Alb. OCORRIDOR 2 O MEDICAL ASSISTANT RM 122 O ME D I C4L ASSISTANT SCALE: 3/S" 1'-0" RM 122 SCALE: 3/8" = 1'-0" RM 119 SCALE: 3/8" = 1'-0" = 18 8 8 O O 9 10 15 FaiFe 10 �p r � � N g g 5 2 A4 SIM, 2 2 A4 SIM. k44 O CORRIDOR 121 O CORRIDOR RM 126 O CORRIDOR RM 121 GENERAL NOTES SCALE: 3/5" = 1'-0" RM SCALE: 3/6" = 1'-0" SCALE: 3/8" = 1'-0" 1. SEE REFLECTED CEILING PLAN FOR ALL CEILING HEIGHTS 2. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF CABINETRY FOR APPROVAL 3. SEE SHEET A4 FOR CABINET DETAILS 4. SEE ID SHEETS FOR FINISH SCHEDULES AND MATERIALS. 18 15 WOOD VENEER PANEL OVER 3/4" PLYWOOD 9 9 N 10 5 O m N BLACK LAMINATE AT --- REVEAL LOCATIONS TYP. 5 2 A4 1/2" PLYWOOD ORECEPTION 0 NOT USED O NOT USED O MVEAL DETAIL SCALE: 3/8" = 1'-0" RM 115 SCALE: 3/8" = 1'-0" SCALE: 3/8" = 1'-0" SCALE: 3" = V-0" KEYED NOTES REVISIONS BY 33 3/4" PLYWOOD WITH PLASTIC LAMINATE SURFACE - SEE FINISH SCHEDULE FOR MORE INFORMATION 2'_I O2 1/2" SOLID SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE FINISH SCHEDULE FOR MORE INFORMATION 2 30 4 21 I 25 21 2'-1" 2'-1° - r, O3 GRANITE SURFACE MATERIAL WITH FULL 1 1/2" BULLNOSE - SEE ----------- -------------- - FINISH SCHEDULE FOR MORE INFORMATION �, _ ._._ ........_ O4 BACKSPLASH FINISH TO MATCH GOUNtERTOP FINISH - 3" HIGH AT COUNTERS WITHOUT SINK AND 4" HIGH AT COUNTERS WITH SINK - `t 1 4 1 21 = :. _C SEE FINISH SCHEDULE FOR MORE INFORMATION FG///_0 1 21 4 21 1 21 i I l .:. 5-_.._._ __ ..'' ----------_ O5 5/8" MELAMINE WITH PLASTIC LAMINATE SURFACE - SEE FINISH . Tr-� SCHEDULE FOR MORE INFORMATION - in = i i O 5/8" THICK MELAMINE INTERIORS (BOXES) 23 21_ ............... ............ 1� 13 1� 5 i i O 1/2" THICK MELAMINE DRAWER STOCK ' 28 21 34 I ------.\ ��\ I I Oa 5/6" THICK MELAMINE DRAWER STOCK 8„ 5/6" THICK ADJUSTABLE MELAMINE SHELVES j 8 13 1� 5 m �/ @ 10 LINE BORING FOR ADJUSTABLE SHELVES � 35 28 _.._ 5 3/4" PLYWOOD SUPPORT LEG WITH PLASTIC LAMINATE SURFACE AT `9 @ LOCATIONS INDICATED ON INTERIOR ELEVATIONS � � N co J 29 N 3 N 6 16 N N 12 5/5" MELAMINE FIXED SHELVING - SHELVING DEPTH SHALL BE AS �� --• u� L 5 3 SHOWN UNLESS NOTED OTHERWISE ON FLOOR PLAN BEYOND 8 13 in,5 N oil 6036 / 6026 SLIDE SYSTEM (OR EQUAL) S @ "ZARGON" 6236 SLIDE SYSTEM (OR EQUAL) - X Y 3 15 "ZARGON" 643rc SLIDE SYSTEM (OR EQUAL) • + ! it oo d ro L � ti ro "GRASS" FILE RAILING SYSTEM (OR EQUAL) 31 / 1 22 6 �101 22 6 1 1� 5/8" x 4" MELAMINE o = N 3 1/2" PLYWOOD / c 2 _0 1 2 19 (2) LAYERS OF 1/2" PLYWOOD c j, 2'-0" 20 3/4" PLYWOOD ~y co 21 3/4" x 4" PLYWOOD OCA51NET DETAIL O CA51NET DETAIL Z CA51NET DETAIL O 11 CA51NET DETAIL 22 3/4" x 4" OR 3" PLYWOOD BASE ~' SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" = V-0" 23 2x BLOCKING AS REQUIRED 24 INSULATION KIT I'-2 1/2" 1'-10" 25 SINK - SEE PLUMBING 2 26 WIRE CHASE AS REQUIRED UNDER CABINET LIGHT FIXTURE - SEE ELECTRICAL x 28 1/2" GYPSUM WALLBOARD i 32 - 5 5 2 -1 29 3 5/8" METAL STUD WALL FRAMING I W RECESS TRACK - LEADING EDGE OF TRACK TO BE FLUSH WITH =' SURFACE f� 32 _ 6 31 BASEBOARD - SEE FINISH SCHEDULE 21 C 4 21 1 21 = N 21 2 ° - 3/8" B ° ° LACK REVEAL 10 ° _ - 33 ALUMINUM SLIDING WINDOW -SEE INTERIOR ELEVATIONS N ° O a ° 5 "� 34 KEYBOARD DRAWER SYSTEM -SEE SPECIFICATIONS n ° U 35 EXISTING WALL SYSTEM. O O g OJ N ° ° 4" - 4" 4 O 9 ° 21 21 34 �4 r- } ' g 5 m o o GENERAL NOTES0 ° o __.._ . N 1 26 0 o N z W sit 1. ALL INTERIOR MELAMINE SURFACE TO BE WHITE U.N.O. 2. GROMMET LOCATIONS NOT SHOWN ON CABINET DETAILS - REFER TO ° ° Q N GROMMET DETAIL BELOW FOR TYPICAL REQUIREMENTS ° 6 6 3. REFER TO COUNTER PLAN BELOW FOR TYPICAL COUNTER LAYOUT o ° ° o Q 1 1 21 N 5 °, o -o ................. > o 0 t 2" o o� \ NOTE: O CA51NET DETAIL. O CA51NET DETAIL O CA151NET DETAIL O CA51N =T DETAL O C,4�31NET DETAIL 9 $ 1 b g — — FIELD CUT CABLE HOLES IN O SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" - 1'-0" SCALE: i 1/2"? = 1'-0" SCALE: 1 1/2" - 1'-0" , CABINETS AFTER EQUIPMENT HAS BEEN PLACED IN DESIRED LOCATION BY \ OFFICE STAFF 1'-2 1/2" 1'-10" 1'-2 1/2" 2 N 2 3" O.D. GROMMET WITH RETRACTABLE, SELF SCORING - - - SLOT COVER c0 c0 k 5 = I I V32 N �► C1,11,' , — W N //32 21 1 21 � 32 ,� 21 1 21 C 4 21 1 21 � � / ,� j ` 6 � 3 � O Q � m N -O C - 1 %' -r- j 0 � W � � L SCALE: N.T.S. � - 0 m i O O - - } Q � C 0 W oo t i; m ° `n � _ ° \_0J 10 11 ° ......... SEE NOTEASH - •a 0 Z M m 8 10 ll ° 8 13 0_/5 `� SEE O 04 J N 0 FOR HEIGHTS. o U_ 26 1 3/4"CL 9 5 0 16 `q 6 9 5 __ �4 0 o ham, (Vro It Date: 08. 13. 13 a Scale: AS NOTED FO N ....................... -Project / VARIES SEE PLAN 1 22 6LL LP �/ / 1 RADIUS ON Drawn: DC / ALL CORNERS. Job: 13-46 Sheet 13 CA51NET DETAIL. 12 CA51NET DETAIL CA51NET DETAIL CA51NET DETAIL O TYPICAL COUNTER fOLAN A4 SCALE: 1 1/2" 1'-O" SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" - 1'-0" SCALE: N.T.S. EXAM 125 CORRIDOR 124 Q MEDICAL4^ ASSIST. N CORRIDOR 119 Y' P-3 P-3 I I I i I I I RECEPTION L1J 115 E , I I EXISTING WAITING 101 EXAM ill .Fill I 9 AM lID EXAM 108 °I I MEDICAL 1 EXAM 10� I I I I I I I I 111111' i ••-lam- ,_�®©©�� �II I j �®©©©�-_.■ I. nner'' •'-lit- �®©©�� FINISH MATERIAL LEGEND Material Abb. Maker, Model, Manufacturer Floors Carpet CPT Provided and Installed by Ow ner Porcelain Tile PT1 Provided and Installed by Ow ner Vinyl Composition Tile VCT Tarkett "Oatmeal" 1356; 12" x 12" x 1/8"thick Base P-3 Carpet CB Provided and Installed by Ow ner Porcelain Tile Base PTB Provided and Installed by Ow ner I Vinyl Base VB Johnsonite "Sandalwood" 45; 4" Cove Walls and Ceilings Paint P1 1 "BakedScone";cone"; Eggshell Finish on Walls - Flat Finish on Ceilings, Epoxy Finish in Toile F2 ICl/Glidden "Brow n Bag" 10YY 35/196; Eggshell Finish on Walls , I Sherwin Williams "Nomadic Desert" SW-6107; Eggshell Finish on Walls; Flat t ' Finish on Ceilings; Epoxy Finish in Toilets imCEPTION P4 Sherwin Williams "Divine White" SW-6105; Flat Finish on Ceilings 102 Doors & Trim Doors DS A lgoma "White Birch" Door Trim, Painted DTP ICl/Glidden "Brow Bag" 10YY 35/196; Semi Gloss Oil Based Enamel Finish n Cabinetry — -------- ____ Counters PL/ Formica "Mineral Sepia" 3446-58; Matte Finish L---I; �I P, Cabinets PI-2 Wilsonart"Shaker Cherry" 7935-07 Transaction Counters at Check In SS1 Cambria "Cherrybrook" Counters Only Transaction Counters at Check In OFFICE 105 1=1N I SH FLOOR PLAN 3/16" = 1'-0" �o DIVISION 1 GENERAL NOTES I DIVISION 4 MASONRY SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES NONE SPECIFIED PART 1 GENERAL 121 REQUIREMENTS INCLUDED DIVISION 5 METALS A. SUBMIT SHOP DRAWINGS, PRODUCT DATA AND SAMPLES REQUIRED BY CONTRACT DOCUMENTS, OR A$ NECESSARY WHERE NOT INDICATED, 50 ARCHITECT CAN REVIEW, SELECT, CHECK FOR CONFORMANCE, NONE SPECIFIED ETC., AS REQUIRED. 122 RELATED REQUIREMENTS DIVISION ro WOOD and PLASTICS A. DESIGNATED IN THE CONSTRUCTION SCHEDULE, OR IN A SEPARATE COORDINATE SCHEDULE, THE DATES FOR SUBMISSION AND THE DATES THAT REVIEWED SHOP DRAWINGS, PRODUCT DATA AND SAMPLES WILL BE NEEDE ALLOW SUFFICIENT TIME IN THE SCHEDULE FOR ARCHITECT REVIEW AND P05515LE RE5U5MITTAL5 IF REQUIRED. 1.03 SHOP DRAWINGS A. DRAWINGS SHALL BE PRESENTED IN A CLEAR AND THOROUGH MANNER 1. DETAILS SHALL BE IDENTIFIED BY REFERENCE TO SHEET AND DETAIL, SCHEDULE OR ROOM NUMBERS SHOWN ON CONTRACT DRAWINGS. 2. SHEET SHALL BE LABELED WITH CORRECT JOB NAME, LOCATION, ARCHITECT'S PROJECT NUMBER, AND SUBCONTRACTOR'S COMPANY NAME, ADDRESS, 'PHONE NUMBER AND NAME OF RESPONSIBLE REPRESENTATIVE OF COMPANY. 3. DRAWINGS, DETAILS, ETC. SHALL CLEARLY ILLUSTRATE ALL COMPONENTS AND ADJACENT COMPONENTS OF THE WORK 1.04 PRODUCT DATA A. PREPARATION: 1. CLEARLY MARK EACH COPY TO IDENTIFY PERTINENT PRODUCTS OR MODELS WHICH ARE SPECIFICALLY COVERED BY THE SUBMITTAL. REFERENCE ALL NUMBERS TO CORRESPOND TO THOSE IN CONTRACT DOCUMENTS. 2. SHOW PERFORMANCE CHARACTERISTICS AND CAPACITIES. 3. SHOW DIMENSIONS AND CLEARANCES REQUIRED. 4. SHOW WIRING OR PIPING DIAGRAMS AND CONTROLS, 5. DELETE MODEL NUMBERS, DIAGRAMS, DETAILS, ETC., NOT APPLICABLE TO THE SUBMITTAL. B. MANUFACTURER'S STANDARD SCHEMATIC DRAWINGS AND DIAGRAMS: 1. MODIFY DRAWINGS AND DIAGRAMS TO DELETE INFORMATION WHICH 15 NOT APPLICABLE TO THE WORK 2. SUPPLEMENT STANDARD INFORMATION TO PROVIDE INFORMATION SPECIFICALLY APPLICABLE TO THE WORK In SAMPLES A. OFFICE SAMPLES SHALL BE OF SIZE INDICATED, OR OF SUFFICIENT SIZE AND QUANTITY TO CLEARLY ILLUSTRATE : 1. FUNCTIONAL CHARACTERISTICS OF THE PRODUCT, WITH INTEGRALLY RELATED PARTS AND ATTACHMENT DEVICES AND TECHNIQUES. 2. FULL RANGE OF COLOR, TEXTURE AND PATTERN FOR ARCHITECT SELECTION AT NO ADDITIONAL COST. SUBMIT ONLY SPECIFIED COLOR RANGE IF DIFFERENT FROM MANUFACTURER'S STANDARD RANGE. B. ALL SAMPLES OF A PARTICULAR PRODUCT, ASSEMBLY, UNIT, ETC., SHALL BE SUBMITTED AT THE SAME TIME TO ALLOW PROPER REVIEW AND COMPARISON BETWEEN SAMPLES. 1.06 SUBMITTALS A. PERMITS, LICEN5E5, AND CERTIFICATES: FOR THE OWNER'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS, AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING UPON PERFORMANCE OF THE WORK 1.01 CONTRACTOR RESPONSIBILITIES SECTION 06410 CUSTOM CASEWORK PART 1 CABINETS 1.01 DOOR FRONTS, DRAWER FRONTS, KICKS AND SPLASHES A. KICKS, SPLASHES AND COUNTER TOPS SHALL BE 3/4" THICK PLYWOOD SURFACED WITH HIGH PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACE AND EDGES. B. DOOR FRONTS, DRAWER FRONTS AND CABINET BODIES SHALL BE 5/6" BLACK MELAMINE WITH HIGH PRESSURE DECORATIVE PLASTIC LAMINATE ON EXTERIOR FACES AND EDGES. C. STYLE SHALL BE FLUSH OVERLAY WITH SQUARE EDGES. 1.02 CABINET BACK5 A. 5/6" WHITE MELAMINE BOXES ON BASE AND UPPERS. FINISH INTERIOR FACE TO MATCH CABINET INTERIOR. 1.03 DRAWERS A. DRAWER FRAMES SHALL BE GRASS ZARGEN DRAWER SLIDE SYSTEM OR EQUIVALENT. ALL EXPOSED VIEW PORTIONS SHALL BE FINISHED TO MATCH INTERIOR OF CABINET BODIES. 1.04 SHELVES, DIVIDERS, AND BOTTOMS A. SHELVES ON THE INTERIOR OF CABINETS (BEHIND DOORS), BOTTOM IN CABINET, AND VERTICAL DIVIDERS SHALL BE 5/8" WHITE MELAMINE. EXPOSED FACES SHALL MATCH CABINET BODY INTERIOR FINISH, ALL EXPOSED FRONT EDGES, INCLUDING SHELF EDGES, SHALL BE FINISHED WITH ONE (1) TAPED FRONT EDGE. 1.05 PLASTIC LAMINATE A. 1/16" THICK MATERIAL ON HORIZONTAL .5URFACE5 AND 1/32" ON VERTICAL SURFACES. (GENERAL NOTE: ALL EXTERIOR CORNERS OF COUNTER TOPS TO HAVE A RADIUS OF 1 1/2"). PART 2 PRODUCTS 2.01 HARDWARE A. HINGES: "GRASS 120 DEGREE SNAP -ON 3,000 SERIES" FULL OVERLAY SELF CLOSING B. PULL5 : 3" BRUSHED ALUMINUM FINISH BY STANLEY OR EQUAL FINAL SELECTION TBD C. DRAWER GLIDES : SEE SPECIFICATION ABOVE D. LOCK : NATIONAL LOCK "C8123-26D (DOOR),'CS-8138-26D (DRAWER). E. KEYBOARD DRAWER ACCURIDE CBERGO - TRAY 200 KEYBOARD SYSTEM BY ACCURIDE PART 3 INSTALLATION 3.01 INSTALLATION A. PROVIDE WOOD BACK BLOCKING AT PROPER LOCATIONS IN PARTITIONS FOR CASEWORK ATTACHMENT. END OF SECTION Oro410 DIVISION I THERMAL IAL AND MOISTURE A. REVIEW SHOP DRAWINGS, PRODUCT DATA AND SAMPLES PRIOR TO SUBMISSION. PROTECTION B. DETERMINE AND VERIFY: T _ % 1. FIELD MEASUREMENTS. 2. FIELD CONSTRUCTION CRITERIA. 3. CATALOG NUMBERS AND SIMILAR DATA. 4. CONFORMANCE WITH SPECIFICATIONS AND DRAWINGS. C. COORDINATE EACH SUBMITTAL WITH REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. DO NOT SUBMIT NON -CONFORMING PRODUCTS. D NOTIFY THE ARCHITECT IN WRITING, AT THE TIME OF SUBMISSION, OF ANY DEVIATIONS IN THE SUBMITTALS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS, OR OF ANY DISCREPANCIES WITHIN THE CONTRACT DOCUMENTS. E. BEGIN NO FABRICATION OR WORK WHICH REQUIRES SUBMITTALS UNTIL RETURN OF SUBMITTALS WITH ARCHITECT'S CONFORMANCE REVIEW. F. SUBMITTALS NOT PROPERLY REVIEWED BY CONTRACTOR FOR CONFORMANCE WITH CONTRACT DOCUMENTS SHALL BE RETURNED WITHOUT ARCHITECT'S REVIEW OR ACCEPTANCE. 1.08 SUBMISSION REQUIREMENTS A. MAKE SUBMITTALS PROMPTLY IN ACCORDANCE WITH APPROVED SCHEDULE, AND IN SUCH SEQUENCE AS TO CAUSE NO DELAY IN THE WORK OR IN THE WORK OF ANY OTHER CONTRACTOR B. NUMBER OF SUBMITTALS REQUIRED: 1. SHOP DRAWINGS: SUBMIT THE NUMBER OF OPAQUE REPRODUCTIONS WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) COPIES WHICH WILL BE RETAINED BY THE ARCHITECT. MAXIMUM ACCEPTABLE SIZE IS 24" x 36" FOR ANY ONE SHEET. 2. PRODUCT DATA: SUBMIT THE NUMBER OF COPIES WHICH THE CONTRACTOR REQUIRES, PLUS THREE (3) WHICH WILL BE RETAINED BY THE ARCHITECT. 3. SAMPLES: SUBMIT THE NUMBER STATED IN EACH SPECIFICATION SECTION. IF NO NUMBER IS GIVEN, VERIFY CORRECT NUMBER WITH ARCHITECT PRIOR TO SUBMITTAL. MINIMUM OF Two (2) SAMPLES. 4. PROVIDE SUBMITTALS AS REQUIRED BY THE INDIVIDUAL SECTION, BUT NO LESS THAN THAT STATED ABOVE. C. SUBMITTALS SHALL CONTAIN: 1. THE DATE OF SUBMISSION AND THE DATES OF ANY PREVIOUS SUBMISSIONS. 2. THE PROJECT TITLE AND NUMBER 3. CONTRACT IDENTIFICATION. 4. THE NAMES OF: a. CONTRACTOR b. SUBCONTRACTOR c. SUPPLIER d. MANUFACTURER 5. IDENTIFICATION OF THE PRODUCT, WITH THE SPECIFICATION SECTION NUMBER 6. FIELD DIMENSIONS, CLEARLY IDENTIFIED AS SUCH, 1. RELATION TO ADJACENT OR CRITICAL FEATURES OF THE WORK OR MATERIALS. 8. APPLICABLE STANDARDS SUCH AS, BUT NOT LIMITED TO ASTM OR FEDERAL SPECIFICATION NUMBERS. 9. IDENTIFICATION OF DEVIATIONS FROM CONTRACT DOCUMENTS. 10, IDENTIFICATION OF OPTIONS AVAILABLE, BUT NOT INDICATED IN THE SPECIFICATIONS, SUCH AS COLOR, FINISH, TEXTURE, ETC. WITH COMPLETE SAMPLES OR LISTING INCLUDED IN THE SUBMITTAL FOR ARCHITECT'S SELECTION. 11. INDICATION OF TERMS TO BE INCLUDED IN THE WORK AND SHOWN ON THE SHOP DRAWINGS SHALL BE DIMENSIONED AND COORDINATED FOR PROPER FIT AND TIMELY INCLUSION. 12, IDENTIFICATION OF REVISIONS ON SUBMITTALS. 13. AN 8" x 3" BLANK SPACE FOR CONTRACTOR AND ARCHITECT STAMPS. 14. CONTRACTOR'S STAMPS, INITIALED OR SIGN, CERTIFYING THE REVIEW OF SUBMITTAL, VERIFICATION OF PRODUCTS, FIELD MEASUREMENTS AND FIELD CONSTRUCTION CRITERIA, AND COORDINATION OF THE INFORMATION WITHIN THE SUBMITTAL WITH REQUIREMENTS OF THE WORK AND OF CONTRACT DOCUMENTS. 1.09 RE5UBM1S510N REQUIREMENTS A. MAKE ANY CORRECTIONS OR CHANGES IN THE SUBMITTALS REQUIRED BY THE ARCHITECT AND RESUBMIT UNTIL ACCEPTED. B. SHOP DRAWINGS AND PRODUCT DATA: 1. REVISE INITIAL DRAWINGS OR DATA, AND RESUBMIT AS SPECIFIED FOR THE INITIAL SUBMITTAL. 2. INDICATE ANY CHANGES WHICH HAVE BEEN MADE OTHER THAN THOSE REQUESTED BY THE ARCHITECT. C. SAMPLES: SUBMIT NEW SAMPLES AS REQUIRED FOR INITIAL SUBMITTAL. 1.10 DISTRIBUTION ' A DISTRIBUTE REPRODUCTION OF SHOP DRAWINGS AND COPIES OF PRODUCT DATA WHICH CARRY THE ARCHITECT'S STAMP OF CONFORMANCE TO: SECTION 08211 FLUSH WOOD DOORS PART 1 GENERAL 1.01 GENERAL A. DO NOT DELIVER DOORS OR INSTALL UNTIL CONDITIONS FOR TEMPERATURE AND RELATIVE HUMIDITY HAVE BEEN STABILIZED AND WILL BE MAINTAINED IN STORAGE AND INSTALLATION AREAS DURING REMAINDER OF CONSTRUCTION PERIOD. 1.02 INTERIOR FLUSH WOOD SOLID CORE DOORS A. PROVIDE DOORS 1 3/4", 5 OR 1 PLY, PARTICLE BOARD CORE, CONFORMING TO AWI SECTION 1300 FACE VENEER SHALL BE PREMIUM STAIN GRADE BIRCH. EDGE STRIPS SHALL BE HARDWOOD. STILE EDGE SHALL NOT BE LESS THAN 2 3/5" THICK EDGE BEFORE TRIMMING AND SHALL BE SPECIES COMPATIBLE WITH FACE VENEER TOP AND BOTTOM AND BOTTOM EDGE SHALL NOT BE LESS THAN 1 115" BEFORE TRIMMING. END OF SECTION 01340 1.03 HARDWARE A. PREPARE DOOR TO RECEIVE HARDWARE IN ACCORDANCE WITH THE DOOR SCHEDULE AND TEMPLATES PROVIDED BY THE HARDWARE MANUFACTURER B. PREPARATION OF FIRE DOORS TO BE DONE AT THE FACTORY OR AN APPROVED "UL" OR DIVISION 2 8 I TE WO "WARNOCK HERSEY" SHOP. END OF SECTION 08211 SECTION 01210 BUILDING INSULATION PART 1 GENERAL 1.01 GENERAL A COAT INSULATION EXPOSED TO VIEW IN FINISH WORK WITH CEMENTITIOUS COATING. INSTALL COATING STRICTLY IN ACCORDANCE WITH COATING MANUFACTURER'S INSTRUCTION. APPLY COATING APPROXIMATELY 3/16" THICK TEXTURE SURFACE WITH A PAINT ROLLER 122 GENERAL BUILDING INSULATION A. RIGID BOARD INSULATION TO BE 1" CELOTEX - TUFF "R" B. BLANKET INSULATION TO BE UNFACED, MINERAL FIBER WITH THERMOSETTING RESINS, TYPE 1. MINERAL FIBER SHALL BE MANUFACTURED FROM GLASS. C. APPLY INSULATION UNITS COMPLYING WITH MANUFACTURER'S RECOMMENDATIONS. INSTALL BLANKET INSULATION IN STUD WALLS. BOND UNITS TO SUBSTRATE WITH ADHESIVE OR USE MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT. 1.03 SOUND ATTENUATING INSULATION A SOUND INSULATION SHALL BE AS MANUFACTURED BY OWEN5-CORNING FIBERGLASS, FIBERGLASS NOISE BARRIER BATTS. INSTALL IN STUD WALLS AND CEILINGS WHERE INDICATED ON THE DRAWINGS. FIT INSULATION TIGHTLY BETWEEN STUD MEMBERS. END OF SECTION 07210 SECTION 01900 JOINT SEALERS PART 1 GENERAL 1.01 GENERAL A PROVIDE JOINT SEALERS, JOINT FILLERS, AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY SEALANT MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE. PROVIDE COLORS TO MATCH ADJACENT FINISH SURFACES. B. PROVIDE SEALANT BACKINGS OF MATERIAL AND TYPE WHICH ARE NONSTAINING, ARE COMPATIBLE WITH JOINT SUBSTRATE, SEALANTS, PRIMERS, AND OTHER FILLERS, AND ARE APPROVED FOR APPLICATIONS INDICATED BY SEALANT MANUFACTURER C. SEALANTS: SEALANTS SHALL BE AS FOLLOWS OR EQUAL: 1. ONE -PART POLYURETHANE: 2. TWO-PART POLYURETHANE: 3. SILICONE: D. COMPLY WITH JOINT SEALER MANUFACTURER'S PRINTED INSTALLATION INSTRUCTION APPLICABLE TO PRODUCTS AND APPLICATIONS INDICATED. CLEAN OUT JOINTS IMMEDIATELY BEFORE INSTALLING JOINT SEALERS. PRIME WHERE RECOMMENDED BY SEALER MANUFACTURER DO NOT ALLOW MIGRATION OF PRIMER ONTO ADJACENT SURFACES. MASK WHERE REQUIRED TO PROTECT ADJOINING SURFACES FOR STAINING OR DAMAGE BY CLEANING METHODS TO REMOVE SMEARS. E. APPLY SEALANTS IN A MANNER SO THAT APPEARANCE IS THAT OF A SMOOTH, UNIFORM, SLIGHTLY CONCAVE BEAD. TOOL WITH CAULKING TOOL AS REQUIRED WITHIN 10 MINUTES OF APPLICATION. ALL SEALED JOINTS ARE TO BE WATER -TIGHT. F. BACKER ROD: POLYETHYLENE FOAM BACKER ROD, NONSTAINING, CLOSED -CELL, EXPANDED POLYETHYLENE FOAM AS MANUFACTURED BY DOW CHEMICAL ETHLFOAM. FURNISH WITH ROUND EDGE IN THICKNESS REQUIRED. END OF SECTION 01900 DIVISION 8 DOORS ,AND WINDOWS I. JOB SITE FILE, 2. RECORD DOCUMENTS FILE. 3. SUBCONTRACTORS. 4. SUPPLIER OR FABRICATOR 5. OWNER (TO BE DISTRIBUTED BY THE ARCHITECT). 1.11 ARCHITECT'S DUTIES A. REVIEW SUBMITTALS WITH REASONABLE PROMPTNESS AND IN ACCORD WITH SCHEDULE. ALLOW A MINIMUM OF TEN (10) WORKING DAYS FOR REVIEW, UNLESS SPECIAL HANDLING IS ARRANGED IN ADVANCE. B. AFFIX STAMP AND INITIALS OR SIGNATURE, AND INDICATE REQUIREMENTS FOR RESUBMITTAL OR CONFORMANCE OF SUBMITTAL. ACCEPTANCE IS FOR GENERAL CONFORMANCE WITH DE51GN CONCEPT AND GENERAL COMPLIANCE WITH THE CONTRACT DOCUMENTS. QUANTITIES AND DIMENSIONS OF MATERIALS WILL NOT BE REVIEWED. ACCEPTANCE OF A SUBMITTAL DOES NOT WAIVE OR ALTER THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. C. RETURN SUBMITTALS TO CONTRACTOR FOR DISTRIBUTION OR FOR RESUBMISSION. NONE SPECIFIED DIVISION 3 CONCRETE NONE SPECIFIED SECTION 08110 FINISH HARDWARE PART 1 GENERAL 1.01 GENERAL A. OBTAIN EACH TYPE OF AS SPECIFIED IN THE DO R/HARDWARE SCHEDULE HARDWARE FROM A SINGLE MANUFACTURER, ALTHOUGH SEVERAL MAY BE INDICATED AS OFFERING PRODUCTS COMPLYING WITH THE REQUIREMENTS. B. FURNISH ALL HARDWARE, IN THEIR ORIGINAL PACT AGING, COMPLETE WITH ACCESORIE6 OF PROPER SIZE AND DESIGN REQUIRED FOR THE PURPOSE FOR WHICI'THEY ARE TO BE USED AND WITH ALL SCREWS, SHIELDS, AND OTHER ANCHORAGE DEVICES NECESSARY FOR A', COMPLETE INSTALLATION. HARDWARE SCHEDULE SHOWN ON THE DRAWINGS. C. INSTALL EACH HARDWARE ITEM IN COMPLIANCE OITH THE NATIONAL BUILDERS HARDWARE ASSOCIATION AND THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. WHEREVER CUTTING AND FITTING 15 REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, COORDINATED REMOVAL, STORAGE, AND REINSTALLATION OR APPLICATION OF SURFACE PROTECTIONS WITH FINISHING WORK D. SET UNITS LEVEL, PLUMB AND TRUE TO LINE AND LOCATION. ADJUST AND REINFORCE THE ATTACHMENT SUBSTRATE AS NECESSARY FOR PROPER INSTALLATION AND OPERATION. DRILL AND COUNTERSINK UNITS NOT FACTORY PREPARED FOR ANCHORAGE FASTENERS. SPACE FASTENERS AND ANCHORS IN ACCORDANCE WITH INDUSTRY STANDARDS. SET THRESHOLDS FOR EXTERIOR DOORS IN FULL BED OF BUTYL -RUBBER OF POLYIO55UTYLENE MASTIC SEALANT. E. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND' EACH DOOR TO ENSURE PROPER OPERATION. REPLACE UNITS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY A5 NTENDED FOR THE APPLICATION MADE. INSTRUCT OWNERS IN PROPER ADJUSTMENT:AND MAINTENANCE OF HARDWARE DURING, FINAL ADJUSTMENT. 1.02 KEYING A. KEYING SHALL BE PER THE OWNERS REQUIREMENTS. TAG KEYS AND PROVIDE TO OWNER AT SUBSTANTIAL COMPLETION. 1.03 GUARANTEE A. PROVIDE ONE-YEAR GUARANTEE FOR ALL HARDWARE. PERIOD OF GUARANTEE SHALL BEGIN FROM DATE OF OWNER'S ACCEPTANCE. END OF SECTION 08110 DIVISION 9 FINISHES SECTION 09110 METAL SYSTEMS , METAL STUDS A. AT INTERIOR METAL STUD PARTITIONS, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, PROVIDE STANDARD PUNCH STEEL STUDS OF THE SIZES SHOWN ON THE DRAWINGS, EITHER HOT -DIP GALVANIZED OR FACTORY PRE -PAINT: 25 GA.1 NLESS SHOWN OTHERWISE ON THE DRAWINGS. 20 GA. AT ALL DOOR OPENINGS, B. ACCESSORIES: PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, CLIPS, ANCHORS, FASTENING DEVICES, ROUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER OF THE STEEL STUDS USED. C. MEET OR EXCEED MINIMUM REQUIREMENTS OF FEDERAL SPEC. QQ-5498 AND FEDERAL SPEC. QQ-5-115D, CLASS D. METAL TRIM A. FORM FROM GALVANIZED STEEL NOT LIGHTER THAN 26 GAUGE, COMPLYING WITH FEDERAL SPEC QQ-5-115, CLASS D. B. CASING BEADS: U.S.G. 0200-8. END OF SECTION 09110 SECTION 09250 GYPSUM WALLBOARD PART 1 GENERAL 1.01 GENERAL A. GYPSUM WALLBOARD WORK SHALL CONFORI TO,THE GYPSUM ASSOCIATION "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." B. EXAMINE SUBSTRATES TO WHICH DRY WALL CONSTRUCTION ATTACHES OR ABUTTS, PRESET HOLLOW METAL' FRAMES, CAST-IN-ANCORS, AND STRUCTURAL FRAMING FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCE AND OTHER CONDITIONS AFFECTING PERFORMANCE OF DRY WALL CONSTRUCTION. DO NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. C. DO NOT TAPE AND FINISH GYPSUM BOARD WHEN THE TEMPERATURE IS BELOW 60 DEGREES FAHRENHEIT. THE TEMPERATURE OF THE ROOMS SHALL BE HELD AT 60 DEGREES FAHRENHEIT FOR 48 HOURS BEFORE TAPING AND FINISHING 15 TO BEGIN. MAINTAIN 60 DEGREES FAHRENHEIT DURING AND AFTER INSTALLATION. VENTILATES AS REQUIRED TO REMOVE EXCESS HUMIDITY. 1.02 GYPSUM WALLBOARD A. GYPSUM WALLBOARD SHALL BE MANUFACTURED BY US. GYPSUM. WALLBOARD IS TO MEET. ASTM C36-84A AND SS-L-30d 1/2 INCHES THICK, 48 INCHES WIDE WITH TAPERED EDGES. B. AT FIRE RATED PARTITIONS INSTALL WALLBOARD TO MEET SEPARATE REQUIREMENTS, USE TYPE 111, GRADE X CLA56 1, 5/8 INCHES THICK FIRE RETARDANT WALLBOARD. C. INSTALL GYPSUM BOARD WITH TRUE, EVEN SURFACES AND STRAIGHT, SHARP CORNERS. USE FULL LENGTH BOARDS WHERE POSSIBLE. END JOINTS ON THE SAME SIDE OF A WALL SHALL BE STAGGERED AND JOINTS ON OPPOSITE SIDE SHALL NOT OCCUR OVER THErSAME SUPPORT. DO NOT LOCATE NORMAL END JOINTS AT EDGE OF OPENINGS. FORM JOINTS NEATLY. BUTT BOARDS TOGETHER BUT DO NOT FORCE INTO PLACE. DO NOT BUTT EDGES AGAINST TAPERED EDGES. NO JOINT SHALL HAVE A GAP GREATER THAN 1/4 INCH. D. IN GENERAL, INSTALL GYPSUM BOARD ON CEILING BEFORE WALLS. CONSTRUCT CEILINGS WITH LONG DIMENSION OF GYPSUM BOARD APPLIED AT RIGHT ANGLES TO SUPPORT. E. SCREW GYPSUM BOARD TO FRAMING WITH SCREWS NOT OVER 8 INCHES ON CENTER FASTEN GYPSUM BOARD BEGINNING AT THE CENTER AND WORK TOWARDS OUTER EDGES. HOLD BOARD FIRMLY AGAINST WOOD FRAMING WHILE FASTENING. FASTENERS AT,EDGES OF BOARDS SHALL BE 1/2 INCH FROM THE EDGE. F. OPENINGS FOR ELECTRICAL DEVICES, PIPING, GRILLS, AND REGISTERS SHALL BE ACCURATELY LOCATED AND NEATLY MADE TO CLOSELY FIT THE DEVICES AND BE COMPLETELY COVERED BY PLATES AND ESCUTCHEONS. 1.03 TRIM PIECES A. PROVIDE TRIM ACCESSORIES OF THE SIZES REQUIRED FOR THE WALLBOARD APPLICATION AS MANUFACTURED BY U.S. GYPSUM. PROVIDE DUR-A-BEAD COMER BEAD AT EXTERNAL CORNERS AND NO, 200-A METAL CASING BEAD WHERE WALLBOARD iABUTTS OTHER MATERIALS. 1.04 FASTENERS A. PROVIDE SCREWS, NAILS, CLIPS, TIES, AND OTHER FASTENERS AS RECOMMENDED BY THE GYPSUM MANUFACTURER 1.05 JOINT TREATMENT 5Y5TEM5 A. SYSTEM SHALL BE PERFORATED TAPE AND CEMENT RECOMMENDED THE GYPSUM MANUFACTURER B. APPLY MATERIALS IN STRICT ACCORDANCE TO MANUFACTURER'S RECOMMENDATIONS. FILL JOINTS WITH JOINT COMPOUND, EMBED PERFORATED TAPE AND APPLY A SKIM COAT OF JOINT COMPOUND OVER TAPE. APPLY TWO ADDITIONAL COATS OF JOINT COMPOUND ALLOWING AT LEAST 24 HOURS BETWEEN EACH COAT. SAND EACH COAT. FINISH SURFACES SHALL BE UNIFORMLY SMOOTH, TRUE AND IN SATISFACTORY CONDITION TO RECEIVE PAINT, END OF SECTION 013250 SECTION OWOO CERAMIC TILE PART 1 GENERAL I.01 GENERAL A. CERAMIC AND TYPES ARE INDICATED ON THE DRAWINGS AND ARE FROM A SINGLE MANUFACTURER OTHER MANUFACTURERS WILL NOT BE CONSIDERED. B. DELIVER MATERIALS IN ORIGINAL CONTAINERS WITH SEALS UNBROKEN AND LABELS INTACT UNTIL TIME OF USES. ENGAGE AN EXPERIENCED INSTALLER WHO HAS SUCCESSFULLY COMPLETED TILE INSTALLATIONS 51MILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THE PROJECT. C. COMPLY WITH PARTS OF ANSI 105 SERIES OF FINE*,{NSTALLATION STANDARDS INCLUDED UNDER "AMERICAN NATIONAL STANDARD SPECIFICATIONS FOR THE INSTALLER OF CERAMIC TILE" THAT APPLY TO TYPE OF SETTING AND GROUT MATERIALS AND METHODS INDICATED. TILE MAY BE THIN -SET. 1.02 MORTAR AND GROUT A. MORTAR SHALL BE PORTLAND CEMENT ASTM C150, TYPE 1. GROUT SHALL BE ACID RESISTANT UPCO HYDROMENT, TYPE AS RECOMMENDED BY THE MANUFACTURER FOR THE SPECIFIC TYPE OF TILE AND METHOD OF INSTALLATION. COLR FOR FLOOR TILE 15 SPECIFIED ON THE DRAWINGS. B. DO NOT GROUT TILE UNTIL TILE IS FIRMLY SET. SOAK OR DAMPEN JOINTS OF THE TILE TO BE GROUTED WITH PORTLAND CEMENT GROUT. SOAK OR DAMPEN OTHER JOINTS AS RECOMMENDED BY THE GROUT MANUFACTURER FORCE GROUT INTO JOINT LINES COMPLETELY IDILING JOINTS WITH COMPACTED GROUT AND COVERING MORTAR FINISH JOINTS OF SQUARE EDGED TILE FLUSH WITH SURFACE. STRIKE OFF TOOL JOINTS OF CUSHION EDGED TILE TO DEPTH OF CUSHION, FILL GAPS AND SKIPS, AND RETOOL. 1.03 CLEANING A. UPON COMPLETION OF THE PLACEMENT AND GROUTING, CLEAN TILE SURFACE 50 THAT THEY ARE FREE OF FOREIGN MATTER REMOVE LATEX-PORTLAND CEMENT GROUT RESIDUE FROM TILE AS SOON AS POSSIBLE UNGLAZED TILE MAY BE CLEANED WITH ACID SOLUTIONS ONLY WHEN PERMITTED BY TILE AND GROUT MANUFACTURER'S PRINTED INSTRUCTIONS, BUT SOONER THAN 14 DAYS AFTER INSTALLATION. FLUSH SURFACE WITH CLEAN WATER BEFORE AND AFTER CLEANING. END OF SECTION 09300 SECTION 09511 ACOUSTIC PANEL CEILINGS PART 1 GENERAL 1.01 GENERAL A. COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL CEILING UNITS AND SUSPENSION SYSTEM COMPPONENTS WITH ETHER CONSTRUCTION THAT PENETRATES CEILINGS OR 15 SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES AND HVAC EQUIPMENT. 122 MINERAL -FIBER ACOU57!CAL PANELS A. PROVIDE ACOUSTICi� PANELS AS MANUFACTURED BY AR'1STRONG CIRRUS ANGLED TEGULAR 24 INCHES BY 24 INIC~S 3/4 INCHES THICK WHITE, REFER TO DRAWINGS FOR LIMITS OF TILE INSTALLATION. B. INSTALL IN STRICT 4ORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. ARRANGE ACOUSTICAL UNITS *b ORIENT DIRECTIONAL PATTERN OF TILES FOR A UNIFORM APPEARANCE. REST PANELS ON FLANGEStR INVERTED TEES WITH TILE UNITS FITTING NEATLY AGAINST BUTTING SURFACE AND SUPPORT BY WALL ANGLES. 1.03 METAL SUSPENSION SYSTEM A PROVIDE SYSTEM AS MANUFACTURED BY ARMSTRONG SUSPENSION SYSTEM SHALL BE EXPOSED TEE -GRID, DOUBLE -WEB, INTERMEDIATE DUTY (ASTM C635), ELECTROGALVANIZED, COLD -ROLLED STEEL, 15/16 INCHES WIDE, CAPPED BOTTOM FLANGE. WHITE IN COLOR SYSTEM TO INCLUDE ALL CROSS TEES, BRIDGING TREES, INTERSECTION CLIPS, SPLICES, COMPLETE EXPOSED GRID SYSTEM. B. LAY OUT PATTERN IN ACCORDANCE WITH THE DRAWINGS, LEVEL, TRUE TO PLANE, AND AT THE REQUIRED ELEVATION. FRAME AROUND ALL OPENINGS IN CEILING LIGHTS AND GRILLES WITH MAIN RUNNERS. HANGERS ARE TO BE SPACED AT 4'-0" ON CENTER MAXIMUM. PROVIDE ADDITIONAL HANGERS AS REQUIRED TO SUPPORT LIGHT FIXTURES AND HVAC REGISTERS AND GRILLES AND INTERFERENCES OF DUCT WORK C, SECURES WIRES BY LOOPING AND WIRE -TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE SCREWS, OR OTHER DEVICES APPROPRIATE FOR SUBSTRATE. SCREW ATTACH EDGE MOLDINGS TO SUBSTRATE AT INTERVALS NOT OVER I6 INCHES ON CENTER AND NOT MORE THAN 3 INCHES FROM ENDS. LEVEL GRID TO A TOLERANCE OF 1/8" IN 12 FEET. END OF SECTION 09511 SECTION 09650 VINYL COMPOSITION TILE PART 1 GENERAL 1.01 SUMMARY A PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. B. ADHESIVES. 1, PROVIDE WHITE LATEX CARPET ADHESIVE SUCH AS W.W. HENRY COMPANY NO 356, ROBERTS COMPANY NO.41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. 2. PROVIDE SEAM ADHESIVE SUCH A$ W.W. HENRY COMPANY NO.246, ROBERTS COMPANY NO. 41-0502, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET J011 h88 OR EQUIVALENT. D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT. E. ALLOW THE OWNER TO INSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION. BUNDLE, WRAP IN BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS 50 SELECTED. END OF SECTION 09650 SECTION 096W CARPETING PART 1 GENERAL 1.01 SUMMARY A PROVIDE TYPE AND STYLE AS SCHEDULED IN THE FINISH MATERIAL SCHEDULE. B. ADHESIVES. 1. PROVIDE WHITE LATEX CARPET ADHESIVE SUCH AS W.W. HENRY COMPANY NO 356, ROBERTS COMPANY NO.41-0504, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. 2. PROVIDE SEAM ADHESIVE SUCH AS W.W. HENRY COMPANY NO.246, ROBERTS COMPANY NO. 41-0502, OR AN EQUAL APPROVED BY THE ARCHITECT AND RECOMMENDED FOR THE PURPOSE BY THE MANUFACTURER OF THE SELECTED CARPET. C. AT INTERSECTION OF CARPET AND FLOOR TILE, PROVIDE ROPPE COMPANY, INC. VINYL TILE CARPET JO[ 188 OR EQUIVALENT. D. PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE CONTRACTOR, SUBJECT TO THE APPROVAL OF THE ARCHITECT. E. ALLOW THE OWNER TO INSPECT AND SELECT FROM SCRAP CARPET REMAINING AFTER THE INSTALLATION, BUNDLE, WRAP IN BURLAP, AND DELIVER TO THE OWNER THE CARPET SCRAPS SO SELECTED. END OF SECTION 09680 SECTION 09900 PAINTNG PART 1 GENERAL IDI GENERAL A. IT 15 THE INTENT OF THIS SPECIFICATION TO PRODUCE A PREMIUM JOB, WHICH WILL PROVIDE THE MAXIMUM DURABILITY, WHICH CAN REASONABLY BE EXPECTED FROM A PAINTED SURFACE. B "PAINT" INCLUDES COATING SYSTEMS MATERIALS, PRIMERS, EMULSIONS, ENAMELS, STAINS, SEALERS, AND FILLERS, AND OTHER APPLIED MATERIALS WHETHER USED AS PRIME, INTERMEDIATE, OR FIN16H COAT. C. SPECIFIED PRODUCTS BELOW ARE MANUFACTURED BY SHERWIN WILLIAMS, EXCEPT WHERE OTHER MANUFACTURERS ARE INDICATED, AND ESTABLISH A STANDARD OF QUALITY. EQUIVALENT PRODUCTS OF OTHER ACCEPTABLE MANUFACTURERS MAY NOT BE USED UNLESS APPROVED BY ARCHITECT. D. PROVIDE BEST GRADE AND QUALITY MATERIALS AND PRODUCTS MANUFACTURED BY SHERWIN WILLIAMS. MATCH COLORS AS INDICATED ON THE DRAWINGS. USE PREMIXED PAINTS INSOFAR AS POSSIBLE. THIN ONLY AS PERMITTED ANY MANUFACTURER'S LABEL INSTRUCTIONS, AND AVOID UNNECESSARY THINNING. E. PROTECT FINISHED SURFACES, WORK OF OTHER TRADES, AND PROPERTY OF THE OWNER FROM DAMAGE ANI DEFACEMENT. COVER FLOORS AND FIXED EQUIPMENT WITH DROP CLOTHS. F. PREPARE SURFACES ACCORDING TO PAINT MANUFACTURER'S INSTRUCTIONS. EXAMINE FACTORY FINISHED AND PRIMED SURFACES TO BE PAINTED, AND VERIFY COMPATIBILITY OF EXISTING MATERIAL WITH PAINT TO BE APPLIED, APPLY PAINT IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS ONLY TO SURFACES WHICH ARE THOROUGHLY DRY, SMOOTH, EVEN, CLEAN, FREE OF DUST AND PROPERLY PREPARED TO RECEIVE THE INTENDED FINISH. 1.02 PAINTING A ACCEPTABLE MATERIALS 1. ALL PAINTING TO BE SCHEDULED IN THE FINISH SCHEDULE. 2. EQUIVALENT PRODUCTS OF THE FOLLOWING ARE AL60 ACCEPTABLE: PRATT 6 LANBERTT GLIDDEN PORTER BENJAMINE MOORE B. UNDERCOATS AND THINNERS I. PROVIDE UNDERCOAT PAINT PRODUCED BY THE SAME MANUFACTURER OF FINISH COAT. 2. USE ONLY THINNERS RECOMMENDED BY THE PAINT MANUFACTURER AND USE ONLY THE RECOMMENDED LIMITS. C. COLOR SCHEDULES 1. PROVIDE PAINTING AS SCHEDULED IN THE FINISH MATERIALS SCHEDULE. a. ON GYPSUM DRYWALL, USE: 1. FIRST COAT - PIGMENTED PRIMER/SEALER 2. SECOND COAT - ACRYLIC LATEX ENAMEL 3. THIRD COAT - ACRYLIC LATEX ENAMEL b. ON FERROUS METAL, USE: 1. FIRST COAT - RUST INHIBITIVE ALKYD METAL PRIMER 2. SECOND COAT - SEMI -GLOSS ALKYD ENAMEL 3. THIRD COAT - SEMI -GLOSS ALKYD ENAMEL c. ON WOOD DOORS, USE: I. FIRST COAT - STAIN (SEE FINISH SCHEDULE) 2. SECOND COAT - STAIN (SEE FINISH SCHEDULE) 3. THIRD COAT - VARNISH LOW SHEEN "RUBBED EFFECT" END OF SECTION 09900 DIVISION 10 SPECIALTIES SECTION 10522 FIRE EXTINGUISHERS PART 1 GENERAL 1.01 SUBMITTALS A. PRODUCT DATA: REQUIRED B. SHOP DRAWINGS: NOT REQUIRED C. SAMPLES: NOT REQUIRED PART 2 PRODUCTS 2.01 MANUFACTURER5/PRODUCT5 A COORDINATE WITH LOCAL MUNICIPALITIES AND PROVIDE FIRE EXTINGUISHERS. B. FIRE EXTINGUISHERS: SEE DRAWINGS FOR SPECIFICATIONS, PART 3 EXECUTION 3.01 SCHEDULES A. INSTALL AS REQUIRED. END OF SECTION 10522 DIVISION 11 EQUIPMENT NONE SPECIFIED DIVISION 12 FURNISHINGS NONE SPECIFIED DIVISION 13 NONE SPECIFIED DIVISION 14 NONE SPECIFIED DIVISION 1s SEE MECHANICAL DIVISION 116 SEE ELECTRICAL SPECIAL CONSTRUCTION CONVEYING SYSTEMS MECHAN I CAL ELECTRICAL END OF SPECIFICATIONS REVISIONS BY CO Y M N �, o r• E u !� ! o it d v o co 3 3 r 3 oSN . r. v r �El o cn - � via w Q 00 N O > 0 0 NL.. af . Cn .--r Q � 0 U C4 �� W a�� U Z M v U 0O Q O Ln N p LLJ 0 C LLL L W _J 'o p '0 M -< vi Q L0 _ W :EM i _J fV v L.i a. Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: DC Job: 13-46 Sheet N1 I WATER HAMMER ARRESTOR EQUAL TO PRECISION PLUMBING PRODUCTS MODEL WITH (SWE< BRAT` MAIN PPP 51ZING CHART FIXTURE UNITS SIZE (SWEAT) PART NUMBER 1-11 1i2" SWA-500 12-32 3/4" SWA-­!50 33-&0 1" 6WA-1000 61-113 11/4" 5WA-1250 114-154 11/2" SWA-1500 155-330 2" SWA-2000 DROP TO PLUMBING FIXTURES NOTES; I. PROVIDE A WATER HAMMER ARRESTOR ON EACH HOT WATER AND COLD WATER DROP. 2. ARRESTORS SHOULD ALWAYS BE INSTALLED SO THAT THERE IS AN UNOBSTRUCTED SHOCK PATH TO THE ARRESTOR 3. ARRESTORS SHOULD ALWAYS BE PLACED AS NEAR TO THE SOURCE OF SHOCK A5 POSSIBLE, 101 WATER HAMMER ARRESTOR DETAIL SCALE: NONE DFLUM51NG FIXTURE SCHEDULE SCALE: NONE LABEL FIXTURE W V CW HW DESCRIPTIONS P-1 EXAM ROOM 111/2" 2" 11/2" 11/2" FRANKE LB52106-1 n"A7 8" DEEP, 20 SINK GAUGE -TYPE 302 % SELF -RIMMING 51NK WITH DELTA 101-HDF-D5T SINGLE HANDLE FAUCET, 18 GA. P-TRAP, CHROME STOPS AND SUPPLIES, O FLUM51NCS LEGEND SANITARY VENT ------------------- COLD WATER -- - - - - - -- HOT WATER ---------------- EXISTING SANITARY ------------------- EXISTING VENT ------------------- EXISTING COLD WATER -- - - - - -- EXISTING HOT WATER f (DIFLUM51ING GENERAL NOTES: 1, THE PLUMBING CONTRAGOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING LOCATIONS, SLOPES AND INVERTS OF EXISTING SANITARY PIPING INCLUDING CONNECTION POINTS FOR NEW PIPING TO EXISTING. ALSO, VERIFY LOCATIONS AND CONNECTION POINT TO THE EXISTING HOT AND COLD WATER LINES. 2. WASTE AND VENT PIPING SHALL BE SERVICE WEIGHT CAST IRON WITH NO -HUB FITTINGS. 3. DOMESTIC WATER PIPING SHALL BE 'L' COPPER WITH 95/5 SOLDERED FITTINGS. PROVIDE WATER HAMMER ARRESTORS EQUAL TO JAY R. SMITH AT EACH FIXTURE GROUP, IN ACCORDANCE WITH THE FBC - PLUMBING. PVC AND CPVC PIPING IS NOT ALLOWED DUE TO RETURN AIR PLENUM. 4. SLOPE WASTE LINES 3" AND LARGER AT Ys"PER FOOT. LINES SMALLER THAN 3" SHALL BE SLOPED AT Y4" PER FOOT. 5. INSULATE ALL DOMESTIC HOT WATER PIPING WITH 1/2" WALL ARMAFLEX OR EQUIVALENT INSULATION. C . PROVIDE NEW ISOLATION VALVES AT ALL FIXTURES. NEW ISOLATION VALVES SHALL BE CHROME FINISH EQUAL TO BRASSCRAFT. 1. INSTALLATION OF ALL PLUMBING FIXTURES, PIPING, COMPONENTS AND PERIPHERALS SHALL COMPLY WITH THE FLORIDA BUILDING CODE - PLUMBING AND ALL OTHER APPLICABLE CODES, LAWS, STANDARDS AND ORDINANCES. 8. PLUMBING CONTRACTOR SHALL COORDINATE ALL ROUTING AND PIPING CONNECTIONS PRIOR TO COMMENCEMENT OF WORK 9, ALTERNATE FIXTURE MANUFACTURERS ARE ACCEPTABLE PROVIDED THEY ARE EQUIVALENT AND MEET THE KIND AND QUALITY OF THE FIXTURES SPECIFIED. 10. PIPE HANGERS SHALL BE SPLIT RING TYPE, GALVANIZED, WITH THREADED ROD SUPPORT FROM STRUCTURE ABOVE EQUAL TO GRINNELL. DISTANCE BETWEEN SUPPORTS SHALL BE PER FBC - PLUMBING TABLE 308.5. 11. TESTING OF THE PLUMBING SYSTEMS SHALL BE PERFORMED BY THE PLUMBING SUBCONTRACTOR AND WITNESSED BY THE BUILDING DEPARTMENT INSPECTOR. POTABLE HOT AND COLD WATER PIPING SHALL BE HYDROSTATICALLY TESTED AT 125 PSIG FOR 24 HOURS. SOIL, WASTE AND VENT PIPING SHALL BE FILLED WITH WATER TO THE TOP OF THE SYSTEM FOR A PERIOD OF 24 HOURS. 12. CLEANOUTS SHALL BE PROVIDED PER PLAN AND/OR AS REQUIRED TO PROVIDE A COMPLETE SERVICEABLE SYSTEM. CLEANOUTS SHALL BE SAME SIZE AS PIPE, FLOOR CLEANOUTS SHALL BE EQUAL TO ZURN Z-1400-KC WITH BRONZE TOP. WALL CLEANOUTS SHALL BE EQUAL TO ZURN Z-1411-KC WITH STAINLESS STEEL COVER - KEYED NOTES: O ® EXISTING FIXTURE TO REMAIN AS INSTALLED. PROVIDE NEW STOPS AND SUPPLIES. ® REMOVE EXISTING FIXTURE AND RELATED WATER AND WASTE PIPING. REMOVE EXISTING VENT PIPING BACK TO MAIN VENT PIPE ABOVE CEILING AND CAP AND SEAL. REMOVE SANITARY PIPING BACK TO WALL OR BELOW FLOOR AS APPROPRIATE. ® EXTEND AND CONNECT NEW SANITARY AND 112" HOT AND COLD WATER PIPING TO EXISTING IN THIS AREA. CONNECT NEW VENT TO EXISTING VENT MAINS. FIELD VERIFY ALL EXISTING LOCATIONS, INVERT ELEVATIONS, SLOPES, SIZES AND CONDITIONS PRIOR TO COMMENCEMENT OF WORK. ® DISCONNECT EXISTING P-TRAP AND WATER CONNECTIONS AND REMOVE EXISTING FIXTURE. REINSTALL INTO NEW MILLWORK ONCE COMPLETED. PROVIDE NEW STOPS AND SUPPLIES EQUAL TO BRASSCRAFT. CONNECT TO EXISTING HOT, COLD AND RECIRCULATION LINES AT RESTROOMS. VERIFY LOCATION OF WATER HEATER. A RECIRC PUMP COULD NET BE LOCATED AND MAY NOT EXIST. FIELD VERIFY PRIOR TO BID AND PROVIDE NEW RECIRCULATION PUMP EQUAL TO TACO, 1/0 HP, 120 VOLTS, 1 PHASE AS REQUIRED. COORDINATE WITH BUILDING ENGINEER ON LOCATIONS OF THESE ITEMS PRIOR TO COMMENCEMENT OF WORK. REVISIONS I BY N M Z 'DSO mZ Q oz°r.� Q L O O O O d [I V) `` • 0 Ni 7Oo O O m m O J LL (j o o O N c6 a� o, L3 N N .O r T OOU) W n O L. ° U `~ N C W m t1*A J 0 U_ QL m N -vv o w •- (D U c� O w J -° v .� � Z m � v; m LO •- c LLJ �. _ ° Z 00 M s O E J N Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: TAF Job: 13-46 Oi fDLUM51NG RENOVTION PLAN SCALE: 3/16" = 1'-0" Sheet p 1 EXTERNAL INSULATI"" SHEET METAL DUCT EXISTING OPENING. SHEET METAL PATC WITH INSULATION, 1-1/2" LARGER THAN OPENING ON ALL SI 1/2" TAP SCREWS, Eti 4"., OR MIN. 2 PER 611 WHICHEVER IS GRE> RUBBER GASKET (11 DUCT ONLY) TO SEAL OPENING. NOTES: I. FOR LINED DUCT, PATCH SHOULD HAVE INSULATION ON INSIDE OVER ENTIRE PATCH. THIS WILL ACT AS A GASKET TO SEAL OPENING. 2. SEAL PERIMETER OF PATCH WITH MASTIC. 3. FOR ROUND DUCTS USE SAME PROCEDURE AS DETAIL ABOVE. OISHEET METAL DUCT PATCH DETAIL SCALE: NONE KEYED NOTES: O ®EXISTING VAV BOX TO REMAIN. VERIFY OPERATION OF CONTROLS AND DAMPER GEXISTING DIFFUSER TO REMAIN AS INSTALLED. BALANCE TO CFM LISTED ON SHEET M2. ® EXISTING DIFFUSER TO BE RELOCATED PER SHEET M2. /I EXISTING RETURN PANEL TO BE DEMOLISHED. REFER TO M2 FOR NEW RETURN PANEL LOCATIONS. ®EXISTING DIFFUSER AND RELATED FLEX TO REMOVED. TURN OVER DIFFUSER TO OWNER. PATCH AND SEAL EXISTING DUCT PER DETAIL THIS SHEET. REFER TO SHEET M2 FOR ADDITIONAL INFORMATION. EXISTING SUPPLY DUCT MAIN DOWN FROM EXISTING RTU-2. ® EXISTING RETURN DUCT MAIN DOWN FROM EXISTING RTU-2. Oi EXISTIN(3 MECHANICAL PLAN SCALE: 3/32" = P-0" HVAC GENERAL NOTE5 I I. HVAC CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO VERIFY ALL EXISTING CONDITIONS AND LOCATION. 2. VERIFY OPERATION OF ALL VAV BOXES AND RELATED THERMOSTATS WITHIN THE SCOPE OF WORK AND PROVIDE REPORT TO GENERAL CONTRACTOR OF ANY DEFICIENCIES AND/OR REPAIRS REQUIRED. 3. CLEAN AND REMOVE DUST AND DIRT FROM DIFFUSERS TO LIKE NEW CONDITION. HVAC: LEGEND NEW SUPPLY DIFFUSER NEW CEILING RETURN EXISTING SUPPLY DIFFUSER EXISTING RETURN GRILLE VOLUME DAMPER NEW RIGID DUCT EXISTING RIGID DUCT EXISTING FLEXIBLE DUCT THERMOSTAT REVISIONS BY Y00 Y CON (D cO U o on E ' o v ro ti U U p r U �� • 'g Lo F1 U • N v E ' � � 3 3 ti 3 �-' p N ti U � � zN 1 1 1 x o° 00 ° ° ° ° ° ° ° ° 8-1 —13 a ` % S1i E OF 04, �o 0.0 Q Off86® 0, 0000 Lt) M N N Um I2��� Z a��o�o Z ^ N O3 U Q x o Co ❑J m m0 ILL � M N II' O U o 0Nw U d� L o U N CJ W mLA V Z M U_ m L LJ •� C } C C� o� a•-� •r Z m = C 0 i M00 LLJ Z M m O t.J N v Li a - Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: TAF Job: 13-46 Sheet m 1 Z MARK MANUFACTURER MODEL NUMBER SIZE CFM NECK LOCATION MATERIAL NOTES: A TITUS TDC 24 X 24 SEE PLAN SEE PLAN CEILING ALUMINUM 1,2,4 B TITUS r::,C)F= 24 X 24 SEE PLAN 24 X 24 CEILING 4LUMINUI" I 2,3,5 4m/im"RND �ir,tcc. SIZE THROW::: /C;FM—/NECK/FLEX CONNECTION SIZE I. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK FOR BALANCING. 2. DIFFUSER FINISH SHALL BE OFF-WHITE. 3. GRILLE FACE SHALL BE 11/2" x %" EGGCRATE STYLE, 4. GRILLE FACE SHALL BE FOUR -GONE TYPE TO MATCH EXISTING ON SITE. 5. GRILLE FACE SHALL BE ADJUSTABLE CURVED BLADE. NO STAMPED GRILLES ACCEPTED. AIR 1)I5TIRI5UTION SC,4EDULE SCALE: NONE 8 KEYED NOTES: 0 EXISTING DIFFUSER TO REMAIN. BALANCE TO LISTED CFM. EXISTING DIFFUSER TO BE RELOCATED AS INDICATED. VERIFY EXISTING FLEX RUN IS OF SUFFICIENT LENGTH PRIOR TO BID AND REPLACE WITH SAME SIZE AS REQUIRED. Ij I EXISTING DIFFUSER TO BE RELOCATED AS INDICATED. REPLACE EXISTING FLEX WITH NEW. VERIFY SIZE PRIOR TO BID. ®NEW LAY- IN TYPE PLENUM RETURN GRILLE. REFER TO AIR DISTRIBUTION SCHEDULE FOR ADDITIONAL INFORMATION. ®EXISTING VAV THERMOSTAT TO BE RELOCATED TO THIS LOCATION BY BUILDING CONTROLS COMPANY. COORDINATE WITH THE BUILDING ENGINEER PRIOR TO BID. OMECHANICAL RENOVTION PLAN SCALE: 3/16" = 1'-0" i VAC: GENERAL NOTES I. DUCT SIZES ARE CLEAR INSIDE DIMENSIONS. VERIFY ALL DIMENSIONS AND LOCATIONS PRIOR TO FABRICATION OR INSTALLATION. ALL DUCT SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 2. ALL NEW FLEXIBLE DUCT CONNECTIONS SHALL BE CLASS ONE TYPE. PROVIDE TAB COLLARS AT MAIN DUCT WITH MANUAL VOLUME DAMPER WITH LOCKING QUADRANT. 3. VERIFY THAT EXISTING DIFFUSERS HAVE A MANUAL VOLUME DAMPER INSTALLED AT THE MAIN TRUNK AND PROVIDE IF NOT CURRENTLY INSTALLED. 4. HVAC CONTRACTOR SHALL SURVEY SITE PRIOR TO BID SUBMISSION TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. VERIFY EXISTING LOCATIONS AND SIZES INDICATED ON PLANS. 5. NEW SPECIFIED DIFFUSER AND RETURNS MATCH EXISTING TYPE AND QUALITY CURRENTLY INSTALLED. ALTERNATE MANUFACTURERS MUST BE APPROVED PRIOR TO BID SUBMISSION. 6. DEVIATION FROM MATERIALS, MtTNODS, OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED, IN WRITING, BY ENGINEER PRIOR TO SUBMISSION OF BID, ORDER, FABRICATION OR INSTALLATION. 1. ANY AND ALL QUESTIONS AS TO THE INTENT OF OR PROCEDURES SET FORTH IN THESE DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBMISSION OF A BID. LACK OF KNOWLEDGE OR UNDERSTANDING OF THE PLANS SHALL NOT JUSTIFY ANY CLAWS OR ADDITIONAL COMPENSATION. 5-INSTALLATION SHALL COMPLY WITH ALL APPLICABLE LAWS, GODES AND ORDINANCES. 9. THE MECHANICAL CONTRACTOR SHALL RETAIN THE SERVICES OF AN INDEPENDENT TEST AND BALANCE AGENCY TO TEST AND BALANCE ALL HVAG SYSTEMS AND DEVISES IN THIS PROJECTS SCOPE OF WORK. FINAL VALUES SHALL BE WITHIN TEN PERCENT OF LISTED DESIGN VALUES. SUBMIT REPORT TO THE ARCHITECT AND ENGINEER FOR REVIEW. PROVISIONS SHALL BE MADE FOR ADJUSTMENTS AS DEEMED NECESSARY BY THE ENGINEER. TESTING AGENCY SHALL BE AABC OR NEBB CERTIFIED. i' VAC; LEGEND NEW SUPPLY DIFFUSER NEW CEILING RETURN EXISTING SUPPLY DIFFUSER EXISTING RETURN GRILLE I VOLUME DAMPER NEW RIGID DUCT EXISTING RIGID DUCT NEW CLASS I FLEXIBLE DUCT EXISTING FLEXIBLE DUCT THERMOSTAT PLAN NOTES: I. VAV BOXES ARE EXISTING TO BE REUSED. THE HVAC CONTRACTOR SHALL VERIFY THE OPERATION OF EXISTING VAV'S AND ADVISE THE BUILDING ENGINEER OF ANY REQUIRED DEFIECIENCIES AND/OR MAINTENANCE/REPAIRS REQUIRED. 2. DUCTWORK IS EXISTING TO REMAIN. SOME DIFFUSER FLEX RUNS ARE TO BE REMOVED. PATCH OPENINGS PER DETAIL ON SHEET MI UNLESS THIS EXISTING OPENING CAN BE MODIFIED OR EXPANDED TO ACCOMMODATE THE NEW FLEX RUN SHOWN BEING RUN FROM THE AREA OF EXISTING FLEX REMOVAL. REVISIONS BY r � � ! 00 U '�D �-• p E, �zti N o ,-U i U N E c rn 0 o 3 ti 3 ti --� E o 0 ti 0. r N Cn r� 1 N � Via':. o / 4 a 0 8-1 —13 0 s fE OF 0� ��y°° �®U�� �� 00000 o to M • N N M U 0] p� .- Z m1^ o N � ���I � •" C0 Z -�� ON � �oa '01_ooLz 0 —Q) L r, J Qmmo CO, z0j+ (0,13 t U N Q) rh Q � O � U a O L o U 4..N C qt W Lo m U Z M U_ Cr a o Q� M LLJ �D0 � •— L Li L W —J 0� a•-� �; 'r z M _ mQ LOr C LLJ M L oo s Mm °OZ •E i N a Li a. Date: 08. 13, 13 Scale: AS NOTED Project Mgr: AAY Drawn: TAF Job: 13-46 Sheet M L System No. C-AJ-1259 F Rating - 3 Hr T Rating - 0 Hr Section A -A 1. Floor or Wall Assembly -Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Floor may also be constructed of any min 6 in. thick UL Classified hollow -core Precast Concrete Units*. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 7 in. See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space between the pipe, conduit or tubing and the periphery of the opening shall be a min of 0 in. (point contact) to a max of 3 in. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduit or tubing may be used: A. Steel Pipe - Nom 6 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 6 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. D. Copper Tube - Nam 4 in. diam (or smaller) Type L (or heavier) copper tube. 3. Forming Material - (Optional, Not Shown) - Mineral wool batt packing material or polyurethane backer rod friction fitted into opening and recessed from floor or wall surfaces as required to accommodate required thickness of fill material. 4. Fill, Void or Cavity Material* - Sealant - Min 1/2 in. thickness of fill material applied within the annulus, flush with both surfaces of floor or wall. At the point contact location between penetrating item and concrete, a min 1/4 in. thick bead of fill material shall be applied at the concrete/penetrating item interface on both sides of floor or wall. SPECIFIED TECHNOLOGIES INC - SpecSeal Series SSS Sealant or SpecSeal LCi Sealant *Bearing the UL Classification Mark Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. Created or Revised: January 2, 2009 STI y UL C-AJ-1259 (800)992-1180 - (908)526-8000 - FAX (908)231-8415 - E-Mail: - Website:www.stifirestop.com PAGE 1 OF 1 System No. W-L-1079 F Ratings - 1 and 2 Hr (See Item 1B) T Rating - 0 Hr L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft A 3A 3B 3( A Oeciivn H-A 1. Wall Assembly - The 1 or 2 hr fire -rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs - Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC with nom 2 by 4 in. lumber end plates and cross braces. Steel studs to be min 3-5/8 in. wide and spaced max 24 in. OC. B. Gypsum Board* - 5/8 in. thick, 4 ft wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is in wood stud walls is 13 in. Max diam of opening in 'steel stud walls is 16 in. The hourly F rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed. 2. Through Penetrant - One metallic pipe or conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between pipes or conduits and periphery of opening shall be min 0 in. (point contact) to max 3 in. Pipe or conduit to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes or conduits may be used: A. Steel Pipe - Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe - Nom 12 in. diam (or smaller) cast or ductile iron pipe. C. Conduit - Nom 4 in. diam (or smaller) electrical metallic tubing, nom 6 in. diam (or smaller) steel conduit or nom 1 in. diam (or smaller) flexible steel tubing. D. Copper Pipe Nom 6 in. diam (or smaller) Regular (or heavier) copper pipe. E. Copper Tube - Nom 6 in. diam (or smaller) Type L (or heavier) copper tube. -_ Specified Technologies Inc. 210 Evans Way Somerville, NJ 08876 Reproduced courtesy of Underwriters Laboratories, Inc. STI Created or Revised: January 2,2009 UL W-L-1079 (800)992-1180 - (908)526-8000 - FAX (908)231-8415 - E-Maihechserv@stifirestop,com - Website:www,stifirestop.com PAGE 1 OF 2 0 ELECTRICAL FIRE iv4TING DETAILS NOT TO SCALE STUB -OUT CONDUIT ABOVE CEILING. PROVIDE AN INSULATED THROAT CONNECTOR AT END OF CONDUIT PROVIDE PULL WIRE FOR DATA AND PHONE TECH. HARD CEILING DROP CEILING 1) 1" EMT EMPTY CONDUIT 4x4x2-l/8" DEEP JUNCTION BOX OOR$ WITH PLASTER RING. MOUNTING HEIGHT 10" ON CENTER 4x4x2-1/8" DEEP JUNCTION BOX TV WITH PLASTER RING. MOUNTING VERIFY HEIGHT FOR TV WALL FLOOR OWt iNIUNICATION OUTLET DETAIL AND SCHEDULE SCALE: NOT TO SCALE PANEL LA EXISTING FLUSH M_YjNED 120.208 VOLT 3 PHASE 4 W IRE WITH GROU` ) NOTES CKT, DESCRIPTION NO. 2 I RECEPTACLE RM 4, 5,. 6, 2 3 RECEPTACLE R'\S 45. 6, 7 2 5 RECEPTACLE R-M 4z 4.6,? 2 RECEPTACLE R_i �;, 26 2 9 RECEPTA CLE RM 25; 26 2 11 RECEPTACLE �Jv_`�S RRR I 2 13 RECEPTACLES PROCEDURE K 2 15 RECEPTACLES BATH EAA.II =S I 2 1' RECEPTACLES E A\I » 19 RECEPTACLES r,_ AN't ' 11 2 2i RECEPTACLES E` I,'I =10:11 2 23 RECEPTACLE E NURSE STATIO 5 2:; AU'TODOO 5 2? EF 4.;A7 2 N _ SPARE 5 31 B2-B 5 33 5 3; - 2 3? EXAM 123, 125 R-N-1S 5 39 AUTO DOOR PATIE_*.T BR 1 41 LIGHTING BREAKER RIP POLE VOLT A 20 1 120 940 900 20 1 120 "o 1 120 _ 20 1 120 900 goo 20 1 120 20 1 120 20 1 12o 900 900 20 1 120 20 1 120 20 1 120 goo goo 20 1 120 20 1 1,20 20 1 120 1200 1 1200 20 1 120 20 1 Io 20 3 208 1003 1 1200 B C 90o goo goo goo 900 900 goo 90o goo goo goo goo 904 900 ' 900 goo goo 1200 '000 goo 20 1 120 1080 2000 20 1 120 1200 2000 20 1 124 Io00 2000 CON NT_CTED VA 14880 14400 1330C Si'STIM VOLTS 124'208V, 3 PHASE 13PIA IS ] VD.5z 1?,1 1?.R t 11 BREAKER OLT POLE TRI 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 1 20 120 I 20 120 1 20 124 1 20 120 1 20 120 1 20 208 3 30 NOTES LOAD TIDE CONTNECTED NEC D$MANTD DEMAND LOAD 1 LIGHTING 7600 1.25 9500 VA 16340 VA 0 VA 0 VA 123oo VA 0 VA 0 VA 38140 VA 2 RECEPTACLES 22680 1 ? AIRCONDITIOINING a 0 4 HEATING 0 0 5 DISC. NON -CONTINUOUS 12300 1 6 CONTINUOUS 0 1.25 KITCHEN 0 0.65 TOTAL 124"208T'_ 3 PHA SE i 06 Ah9 i'S MLO k1 2 RECPT.DESK ---1— 81 2 RECEPT EYAM VLOUNGE GFI I 101 2 RECEPTACLES EXANI ;i�2 1 121 2 RECEPT. RECEPTION FILES 181 2 RECEPTACLES EXAM �4, 5 20 2 RECTPTA CL.ES E?L4M 45, 6 L, 2 RECEPTACLES EXAM #3 24 2 LIGHTING 26 ` I LIGHTING 321 1 BATH SENSORS WOMEN S'RR 34 1 BA TH SE SORS WCWENS RR 36 1 TERMINAL BOX 38 5 ----- 40 5 NOTES ( } PANEL IS LOCATED IN THIS AREA. DEMOLISHED aRCUITS :VIAYBERE-USED.PROVIDEI mo'DRECTORYUPON COMPLETION PANEL LB EXISTING FLi.:SH MOUINTED 120/20S VOLT 3 PHASE 4 FIRE WITH GROL ND 225A MLO NEMA I 22,000AIC NOTES CKT_ DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 2 I PECEPTFILE EXA4 2 20 1 120 940 6220 208 100 PANIC LBE 2 3 RECEPTACLES EXA, M =3. 4 20 1 120 900 5860 --------'"$) 4 2 2 5 REC'EPTACLESEXAMi=1.2 20 1 120 900 5200 -------- 0*' 6 2 2 - RECEPTACLES EXAM 8 20 1 120 900 940 120 1 20 RECEPT. IFT ROOM 81 2 2 9 RECEPTAC'LESENAM 6, i 20 1 120 900 900 120 1 20 RECEPT. LAB STATIONS 101 2 2 11 RECEPTACLES E tiANI =5, 6 20 1 120 900 900 120 1 20 RECEPT. LAB STATIONS 12 2 2 13 RECEPTACLES EZA\I #2 �0 1 1.4 900 900 I-0 1 :0 RECEPT. I.V. ROOM 14 , 2 15 RECEPTACLES E�1M .=2 20 1 124 900 1200 120 1 20 LIGHTING 16 1 2 1' RECEPTA CZES CASHIER 20 1 120 900 1 1200 120 1 20 LIGHTING Is 1 2 19l RECEPT_ NURSE STATION 20 1 120 900 1200 120 1 30 LIGHTING 20 1 2 1 211 RECMEDSTOILETS 24 20 1 1-0 900 1244 120 1 20 LIGHTLNG ?2 I 2111 REC NIEDS-LIGHTING 20 20 1 120 900 1000 208 3 24 V H4 241 5 c 25 HP-1 3o 2 208 2000 1000 ------ - 261 5 5 23 ------ - 2000 1000 -------- 28 5 5 29 OTOSCOPE R-M 3 DEB. 20 1 120 1200 1200 120 1 20 AUTODOORS 30 5 5 +1 B -2-2B 2-3. 32-Y 30 3 208 2000 1000 120 1 20 LOBBY LIGHTING 32 1 5 33 ----- 20oo 1000 120 1 20 EF 8, 9, 10 34 5 5 35 2000 1000 120 1 20 VAV Cc' .IETROL 36 5 5 37 HEATER PNTERNA.I,-NIEDICI:NE 50 3 20S 3400 1000 20S 3 20 B-120 38 5 5 39 --------- 3000 1444 -------- 40 5 5 41 --------- _moo 1000 --------- 42 5 CONNECTED S1-STEM PHA VA VOLTS SE A MPS 22820 22760 21300 I-s NOTES { ) '. PROVIDE NEW BREAKER TO MATCH EXISTING "". RELOCATE EXISTIING CIRCUIT TO NEW PAINTEL LBB 120.208V, 3 PHASE 190 190 NOTES LOADTYPE CONNECTED NEC DEMAND DE_h1AN'DLOAD I LIGHTING 5800 1.25 -250 VA 20840 VA 0 VA 0 VA 294o0 VA 0 VA 0 VA 57490 VA 2 RECEPTACLES 31680 1 3 AIRCOINDITIOMNG 0 0 4 HEATING 0 0 5 MISC. NON -CONTINUOUS 29400 1 6 CONTINUOUS 0 1.25 7 KITCHEN 0 0.65 TOTAL 120`208V, 3 PHASE I 160 AM PS 0 EXISTING ELECTRICAL PANEL SCWEDULES SCALE: NOT TO SCALE ELECTRICAL SPECIFICATIONS: THE WORK UNDER THE REQUIREMENTS OF THESE SPECIFICATIONS SHALL BE OIN CONFORMANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. THE INSTALLATION SHALL ALSO COMPLY WITH ALL APPLICABLE RULES AND REGULATION6 OF LOCAL AND STATE LAWS AND ORDINANCES. OALL ELECTRICAL EQUIPMENT SHALL HAVE UL LABEL AND SHALL BE OF SPECIFICATION GRADE:;- POWER DISTRIBUTION HOUSE PANEL50ARD: PROVIDE DEAD -FRONT, OSAFETY -TYPE POWER DI_t5TRI5UTI0N PANELBOARDS AS INDICATEDi WITH PANEL50ARD SWITCH140 AND PROTECTIVE DEVICES IN QUANTITIES, RATINGS, TYPES, AND WITH ARRANGEMENT SHOWNi WITH ANTI -TURN, SOLDERLESS PRESSURE TYPE MAIN LUG CONNECTORS APPROVED FOR USE WITH COPPER CONDUCTORS. ®PANEL5OARDS EQUAL TO SQUARE D TYPE "QO". VOLTAGE SHALL BE AS INDICATED. ACCEPTABLE MFG.t G.E., SIEMENS AND CUTLER -HAMMER ALL PANELBOARDS SHALL BE CONNECTED, DISTRIBUTED PHASE WITH OCIRCUIT NUMBERING AS INDICATED ON THE DRAWINGS. F-ANEL50ARDS SHALL BE NUMBERED WITH ODD NUMBERS ON THE LEFT SIDE OF THE PANEL AND EVEN NUMBERS ON THE RIGHT SIDE OF THE PANEL. UNLESS OTHERWISE INDICATED, PROTECTIVE DEVICES SHALL BE MOUNTED OWITH TOP OF CABINET OR ENCLOSURE 6'-6" ABOVE FINISHED FLOOR, SHALL BE PROPERLY ALIGNED, AND SHALL BE ADEQUATELY SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAYS. ALL STEEL SHAPES, ETC., NECESSARY FOR THE SUPPORT OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR WHERE THE BUILDING STRUCTURE 15 NOT SUITABLE FOR MOUNTING THE EQUIPMENT DIRECTLY THEREON, UNLESS OTHERWISE INDICATED, ALL BRANCH CIRCUIT PROTECTIVE DEVICES ENCLOSURES SHALL BE NEMA TYPE 1, GENERAL PURPOSE TYPE. CIRCUIT PROTECTIVE DEVICES INSTALLED OUTDOORS OR EXPOSED TO THE WEATHER SHALL HAVE WEATHERPROOF ENCLOSURES, NEMA TYPE "31R" OR TYPE "4 ALL SAFETY SWITCHES SHALL BE GENERAL DUTY TYPE. SWITCH MECHANISM OSHALL BE QUICK -MAKE, QUICK -BREAK COVER SHALL BE INTERLOCKED WITH MECHANISM TO PREVENT OPENING UNLESS SWITCH IS IN THE "OFF" POSITION. ALL ENCLOSURES SHALL BE PRIMED AND FINISHED TO RESIST RUSTING AND CORROSION. SWITCHES SHALL BE ITE, GENERAL ELECTRIC, SQUARE-D, OR CUTLER -HAMMER OCIRCUIT BREAKERS FOR MOUNTING IN HOUSE PANELBOARD SHALL BE BOLT -ON OR PLUG IN TYPE, MOLDED PLASTIC CASE, AIR CIRCUIT BREAKER TYPE_ BREAKERS SHALL HAVE THERMAL MAGNETIC TRIP UNITS AND MULTI -POLE BREAKERS SHALL HAVE A COMMON TRIP BAR SO THAT THE TRIPPING OF ONE POLE WILL AUTOMATICALLY TRIP ALL POLES OF THE BREAKER BREAKERS SHALL BE TRIP FREE AND TRIP INDICATING AND SHALL HAVE QUICK -MAKE, QUICK -BREAK CONTACTS. OUPON COMPLETION OF WORK CORRECT ALL PANELBOARD CIRCUIT DIRECTORY CARDS TO REFLECT 45-5UILT CONDITIONS. PANELBOARD DIRECTORIES SHALL BE UPDATED WITH TYPEWRITTEN ACCURATE AND CURRENT INFORMATION BY THE CONTRACTOR AT THE END OF CONSTRUCTION. DIRECTORIES SHALL REFLECT RECORD CONDITIONS AND INCLUDE CIRCUIT NUMBER, TYPE AND LOCATION OF LOAD. A SET OF AS -BUILT DRAWINGS SHALL ALSO BE PREPARED AND TURNED OVER TO THE OWNER ALL CONDUCTORS SHALL BE THHN/THWN COPPER 012 MIN. AND INSTALLED IN 10 A COMPLETELY ENCLOSED RACEWAY SYSTEM. FEEDERS MAY BE ALUMINUM WHEN LARGER THAN % AWG UNLESS SPECIFICALLY NOTED ON DRAWINGS, RACEWAYS SHALL COMPLY 11 WITH THE FOLLOWING: RACEWAYS EXPOSED TO THE WEATHER OR IN DAMP LOCATIONS 12 SHALL BE SCHEDULE 40 PVC OR GALVANIZED RIGID STEEL WITH THREADED CONNECTIONS WHEN EXPOSED TO DAMAGE. RACEWAYS SHALL BE SIZED FOR THE CONDUCTORS INSTALLED, MINIMUM 1/2%FULL SIZE MC CABLE IS ACCEPTABLE IN DRY LOCATIONS_ 13 HOME RUNS TO PANELS TO BE IN CONDUIT. 14 RACEWAYS RUN BELOW GRADE SHALL BE SCHEDULE 40 PVC ALL METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY 15 SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. 16 ALL RACEWAYS SHALL BE SECURELY SUPPORTED FROM THE BUILDING STRUCTURE. 17 ALL RACEWAYS SHALL BE PROVIDED WITH EQUIPMENT GROUND CONDUCTOR. ALL BOXES SHALL BE RIGIDLY MOUNTED AND SHALL BE EQUIPPED WITH 18 SUITABLE SCREW FASTENED COVERS. OPEN KNOCK -OUTS OR HOLES IN BOXES SHALL BE PLUGGED WITH A SUITABLE BLANKING DEVICES. OUTLET BOXES FOR EXPOSED WALL MOUNTING AND OUTDOOR INSTALLATION 1g SHALL BE CAST METAL TYPE "FS" OR "FD" BOXES WITH SUITABLE GALVANIZED SHEET STEEL COVERS, OR CAST METAL WEATHERPROOF OR VAPOR TIGHT COVERS WHEN NOTED ON THE DRAWINGS. UNLESS OTHERWISE INDICATED, ALL CONDUCTORS SHALL BE COPPER NO. 12 20 AWG_ MINIMUM. OR SIZE AS SHOWN ON DRAWINGS. CONDUCTORS SHALL HAVE TYPE ' 'THHN/THWN' INSULATION. SPLICES, TAPS AND ATTACHMENT FITTINGS AND LUGS SHALL BE 21 ELECTRICALLY AND MECHANICALLY SECURE AND SOLDERLESS FOR CONDUCTORS SIZES NO, 8 AWG AND LARGER. THERE SHALL BE PLENTY OF SLACK CABLE IN BOXES, OUTLETS AND CABINETS TO INSURE THAT THERE IS NO BINDING AT THE BUSHINGS. ALL LUGS SHALL BE OF THE CORRECT 51ZES FOR THE CONDUCTORS JOINED AND IN NO CASE SHALL STRANDS BE CUT FROM A CONDUCTOR IN ORDER. TO FIT THE CONDUCTOR INTO A LUG. TAPING OF JOINTS SHALL BE WITH VINYL PLASTIC ELECTRICAL TAPE TO SECURE INSULATION STRENGTH EQUAL TO THAT OF THE CONDUCTORS JOINED. 22 THE INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY THE NEC AND AS SPECIFIED HEREINAFTER. 23 CONTRACTOR SHALL OBTAIN ALL NECE55ARY PERMITS. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS WITH THE OWNER PRIOR TO INSTALLATION. THEY SHALL NOT BE CHARGED FOR MINOR LOCATION ®CHANGES PRIOR TO INSTALLATIONS. LOCATIONS ARE APPROXIMATE. (DO NOT SCALE DRAWINGS). THESE DRAWINGS ARE DIAGRAMMATIC AND SHOW GENERAL ELECTRICAL 25 LAYOUTS FOR BIDDING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE DETAILED SHOP DRAWINGS AND CONFIRM SPACE ALLOCATIONS. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL DISCIPLINES 26 FOR ELECTRICAL CONDUIT ROUTING AND EQUIPMENT PLACEMENT. AVOID INTERFERENCE WITH ARCHITECTURAL AND STRUCTURAL FEATURES SUCH AS: BEAMS, FOOTINGS, WINDOWS, ETC_ NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS, THE ELECTRICAL CONTRACTOR THE HVAC FOREMAN AND GENERAL 27 CONTRACTOR PROJECT MANAGER SHALL INSPECT 4 REVIEW THE CONDITIONS, AND SHALL COORDINATE THEIR WORK SO AS TO PROVIDE ADEQUATE SPACE ALLOWANCE ABOVE CEILING FOR ALL TRADES. THE PLANS SHOW THE LOCATION OF ALL FIXTURES AND EQUIPMENT AND ARE 28 INTENDED TO DEPICT THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT AND QUALITY OF WORKMANSHIP. THEY ARE NOT INTENDED TO SHOW IN MINUTE DETAIL EVERY AND ALL ACCESSORIES INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT SHALL BE UNDERSTOOD THAT SUCH DETAILS WILL BE PART OF THIS WORK. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE 29 AND FUNCTIONAL SYSTEM: CONTROLS, AND CONNECTIONS TO NEW SERVICES, SUPPORTS, AND HARDWARE REQUIRED FOR THE SATISFACTORY OPERATION OF THE SYSTEM, WHETHER SPECIFICALLY SHOWN OR NOT ON THE DRAWINGS. WHERE DRAWINGS AND SPECIFICATIONS CONFLICT, IT SHALL BE THE 30 RESPONSIBILITY OF THIS CONTRACTOR TO BRING SUCH CONFLICT TO THE ATTENTION OF THE ENGINEER FOR CLARIFICATION. ELECTfRICAL S"'1„150L LEC;END SYHBOL DESCRIPTION , HOUNTING 1 X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE 2 X 4 FLUORESCENT FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE SHADING DENOTES FIXTURE WITH EM BATTERY PACK_ SEE FIXTURE NL' DENOTES FIXTURE UNSWITCHED FOR NIGHT LIGHT SCHEDULE FLUORESCENT STRIP FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE FLUORESCENT WALL BRACKET FIXTURE SEE FIXTURE LETTER INDICATES TYPE SCHEDULE O PL FLUORESCENT DOWNLIGHT SEE FIXTURE LETTER INDICATES TYPE SCHEDULE 18 EX EXIT -SHADING DENOTES FACEPLATE LOCATION. LETTER SEE FIXTURE -- INDICATES TYPE. PROVIDE ARROWS AS REQUIRED, SCHEDULE SINGLE POLE SWITCH (20A-120/217) 48" AFF OR AS S S3 SO '3' DENOTES 3-WAY 'O' DENOTES OCCUPANCY SENSOR NOTED )= DUPLEX RECEPTACLE, 125V, 204 18" AFF OR AS 'IG' DENOTES ISOLATED GROUND NOTED � DUPLEX RECEPTACLE, 125V, 20A 16" AFF OR AS NOTED W DUPLEX RECEPTACLE, 125V, 20A 48" AFF OR AS NOTED 0 QUADRAPLEX RECEPTACLE, 125V, 204 16" AFF OR AS NOTED Q COMBINATION VOICE/DATA OUTLET 15" AFF OR AS NOTED TV T.V_ OUTLET 18" AFF OR AS NOTED PANEL50ARD 120/240V SEE PANEL SCHEDULE RACEWAY CONCEALED IN WALL OR ABOVE CEILING SEE SPECIFICATIONS HOMERUN TO PANEL. LETTERS INDICATE PANEL, SEE SPECIFICATIONS NUMBERS INDICATE CIRCUIT. NOTE: HASH MARKS INDICATES THE NUMBER OF WIRES EXCLUDING THE REQUIRED EQUIPMENT GROUND_ / MOTOR, NUMERAL INDICATES HORSEPOWER AS NOTED s MOTOR RATED SWITCH WITH OVERLOAD MOUNTED ADJACENT RELAYS IF REQUIRED. TO EQUIPMENT E=h NON -FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS FUSIBLE SAFETY SWITCH -SIZE AS NOTED SEE SPECIFICATIONS FIRE ALARM DUCT DETECTOR C'R4'DENOTES MOUNTED IN OR S RETURN AIR 'SA' DENOTES SUPPLY AIR) HVAC DUCTWORK ® FAN OR AIR HANDLER SHUTDOWN RELAY MOUNTED ENT TO EQUIPMENT FIRE ALARM VISUAL SIGNAL 00" AFF OR AS NOTED Q FIRE ALARM MANUAL PULLSTATION 45" AFF OR AS NOTED FIRE ALARM AUDIBLE/VISUAL SIGNAL. ADA SO" AFF OR ° COMPATIBLE AS NOTED O FIRE ALARM SMOKE DETECTOR ON CEILING OR AS NOTED FACP FIRE ALARM PANEL C'FACP' DENOTES FIRE ALARM 60" AFF OR FAA CONTROL PANEL, 'FAA' DENOTES ANNUNCIATOR) AS NOTED EX DENOTES EXISTING DEVICE OR CIRCUIT TO REMAIN R DENOTE NEW LOCATION FOR RELOCATED DEVICE 3O O REFER TO LIKE NUMBERED NOTES NOTE -ALL MOUNTING HEIGHTS SHOWN ARE TO THE TOP OF THE DEVICE UNLESS NOTED OTHERWISE. NOT ALL SYMBOLS APPEAR ON PLANS. ABBREVIATIONS: AFF - ABOVE FINISHED FLOOR AHU - AIR HANDLING UNIT BFG - BELOW FINISHED GRADE C - CONDUIT CW - COOL WHITE DACP - DOOR ALARM CONTROL PANEL DN - DOWN EF - EXHAUST FAN EG - EQUIPMENT GROUND ENCL - ENCLOSURE EWC - ELECTRIC WATER COOLER EWH - ELECTRIC WATER HEATER EX - EXISTING FCU - FAN COIL UNIT FHP - FRACTIONAL HORSE POWER FLA - FULL LOAD AMPERES G - GROUND GFI - GROUND FAULT INTERRUPTER HID - HIGH INTENSISTY DISCHARGE HORIZ - HORIZONTAL IG - ISOLATED GROUND LW - LIGHT WHITE HP - HORSEPOWER, HEAT PUMP HVAC - HEATING, BENTILATING, AIR CONDITIONING JB - JUNCTION BOX LRA - LOCKED ROTOR AMPERES MCB - MAIN CIRCUIT BREAKER MLO - MAIN LUGS ONLY N - NEW NL - NIGHT LIGHT OB - OUTLET BOX PB - PULL SOX, PUSH-BUTTON R - RELOCATED RECEPT - RECEPTACLE SF - SUPPLY FAN SPEC - SPECIFICATIONS SWECS - SMOKE WARNING EMERGENCY CALL SYSTEM TL - TWISTLOCK TTB - TELEPHONE TERMINAL BOARD TVTB - TELEVISION TERMINAL BOARD UNO - UNLESS NOTED OTHERWISE VERT - VERTICAL WM - WATT MISER WP - WEATHERPROOF WW - WARM WHITE XFMR - TRANSFORMER ELECTRICAL LEGEND ,AND SPECIFICATIONS SCALE: NOT TO SCALE REVISIONS BY J � I � I • v 'U I— 0 °� o � x N � tz Fti U N a L'" U • o ti C'N it ¢ E `* ¢ - 3 w 0 N a x 1 ��,j •err � �, ` �Q� � � .. I I PZ s STATE G1(F Znf/a ma uU) W Z In i k J L o U Z It W O LO V Z M o J o m cn v -v O Q W •0 (D Cl) i cl�0 i LL_ w O 'M Z •� (� •aLi _ mLO W M i 00 -C ZCL ° O — M a� i J IV v L` CL Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: IIT Job: 13-46 Sheet E 1 FIXTURE SCHEDULE SYM MANUFACTURER CATALOG NUMBER LAMPS MTG. REMARKS A METALU.X 2GR8-332A-120-EB81 3-32V%/TB LAY -IN 2'`X4'3 LAMP PRISMATIC LITHONIA 75-CRI FLOURESCENT COLUMBIA 41OOK DAY -BR ITE EM SURE -CITES MATCH EXIST ING BY MFR. CEILING SELF CONTAINED LIED EMERGENCY LIGHT LITHONIA OR WALL WITH BATTERY BACK UP DUAL-LITE MCPH ILBIN X SURE LITES MATCH EXISTING BY MFR. CEILING SELF CONTAINED LED EXIT LIGHT LITHONIA OR WALL WITH BATTERY BACK UP DUAL-L.ITE MCPHILBI'N (31 ELECTRICAL LIGHTING PLAN SCALE: 3/16" = 1'-0" KEYED NOTES DRAWING NOTES O 1. ELECTRICAL WORK IN THIS AREA 15 EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2. RELOCATED LIGHT FIXTURE OR LIGHT SWITCH. 3. PROVIDE 2' X 4' LAY -IN LIGHT FIXTURE_ NEW FIXTURE TO MATCH EXISTING LIGHT FIXTURE IN THIS ROOM/AREA_ 4_ PROVIDE LIGHT SWITCH_ NEW SWITCH TO MATCH BASE BUILDING STANDARD_ VERIFY EXACT LOCATION WITH OWNER PRIOR TO ROUGH -IN_ 5. PROVIDE EMERGENCY LIGHT FIXTURE_ NEW EMERGENCY FIXTURE TO MATCH EXISTING EMERGENCY LIGHT FIXTURE IN TH15 ROOM/AREA, 6. PROVIDE EXIT SIGN WITH EMERGENCY 5ATTERY SACK UP, NEW EXIT SIGN TO MATCH EXISTING EXIT SIGN IN THIS ROOM/AREA. -1. EXTEND TO EXISTING LIGHTING CIRCUIT IN TH15 AREA. PROVIDE NEW BRANCH CIRCUIT WIRING INDICATED WITH AN UN5WITCHED CONDUCTOR FOR ALL EMERGENCY AND EXIT LIGHTS. THE CONTRACTOR SHALL VERIFY WITH AN AMPROBE THAT THE EXISTING CIRCUIT HAS ADEQUATE CAPACITY AND NOTIFY THE ARCHITECT IN THE EVENT OF ANY CONFLICT. GENERAL NOTES 1. REFER TO THE LIGHT FIXTURE SCHEDULE FOR ADDITIONAL INFORMATION, 2. CONTRACTOR TO FAMILIARIZE HIMSELF WITH THE SITE AND VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND ADJUST FOR ACTUAL FIELD CONDITIONS AT NO EXPENSE TO OWNER. REPORT TO THE ARCHITECT AND OR ENGINEER ANY DISCREPANCIES WITH THE PLANS AND EXISTING CONDITIONS. 3 "NL" DESIGNATION INDICATES FIXTURE TO 5E NIGHT LIGHT, CIRCUITED HOT FOR CONTINUOUS OPERATION. 4. PROVIDE UNSWITCHED CONDUCTOR TO ALL NIGHT, EMERGENCY AND EXIT POWER_ 5. COMPLY WITH NEC FOR DISCONNECTING MEANS OF FLUORESCENT LUMINARIES. 6. PER NEC 51-1.13, ALL WIRING TO 5E IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC GABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR. -1. INSTALL LOCK -ON DEVICE ON CIRCUIT BREAKERS FOR EMERGENCY LIGHTING AND EXIT LIGHTS TO PREVENT ACCIDENTAL TURNING OFF OF CIRCUITS. REVISIONS BY I � 00 00 v m cn o�� o v = z N ri N d LL o u o N a ¢ -> 3 N . .� �:D v �w C) p N a M t-� aka F o 5 � 0 1,1 STATE CAE o Jn U ` N W U Cl i o U 4- N W LO J U v v- oQmN� L� J •� 0 � U �� o - L w —� v •� IM a •:3 vi Z m = - W i M 3 _ 00 s ° (D M aai i J N v ILL_ IZ Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: IIT Job: 13-46 Sheet E2 PA\EL FLUSH vIOL TID 100A MLO LB 120 208 VOLT 3 PHASE NEN�IA 1 4WIREWITHCROUND 220DO A IC NEW CKT. BREAKER BREAKER CKT. -NOTES -NO. DESCRIPTION TRIP POLE VOLT A B C VOLT POLEJ TRIP DESCRIPTION iNO. -,NOTES 2 1 REC EZAM 127IOFFICE 128 RRIS (*) _0 I 120 10sc) I 1000 120 1 20 REC. CA SHIER (*) 2.2 2. 3 REC EXAM 123 1Z RMS 20 1 120 120 1 20 REC. OFFICTz L 2 (*) 4 2 2 REC %=)ICAL ASST 1 20 1 I2-0 1440 1000 120 1 20 REC_ OFFICE IONCALL (*1 6 2 2 REC: RECEPT 11 {. PHONE 116 0 I 120 1 40 14 i 0 120 1 20 REC EKA M 111 2-3 8 2 2 9 REC RECEPT 11 , PHONE 116 20 1 120 1440 1260 120 1 20 REC ENYA M 108-9 10 2 lI COPIERRECEPT 115 20 1 120 ` 0 1260 120 1 '20 RFC vIEDASST 107 12 2 13 SPA RE 20 1 I20 1260 120 1 _D REC RECEPT 10-21 OFFICE 10- 14 2 I5 SPA RE 20 I 120 SYJO 120 1 20 REC RECEPT 102-'OFFICE 105 16 17 SPA RE 20 1 u-0 750 120 1 20 RECEPT ITCOPIER 18 2 19 SPARE 20 1 120 120 1 20 SPARE 20 21 SPARE _-0 1 120 120 1 x SPARE 2; SPARE 20 1 120 120 1 2) SPARE 24 25 SPACR I I SPACE 26 <' SPACE 1 1 SPACE 28 2 spa CE I I SPACE 30 CONN?N'ECT ED VA 6220 58601 5200 SYSTE�1 VOLTS 120208V. 3 PHA SE PHA SE ANTPS 52 49 43 MOTES ( ) NOTES LOADTYPE. CONNECTED NECDENDkND DEN1AN'DLOAD *. RELOC,ATEEi,JSTPNGCRCLTITFROMPAN`LELBTOALLOiV I LIGHTDIG 0 1.25 0 VA SPACE FORTHENEW_IkEN,BREAKER FOR PAINELLBB 2 RECEPTACLES 17280 I 13640 VA 3 AIRCONTXTIO_N NG 0 0 0 VA 4 HEATNC 0 0 0 VA ; f-11SC. NON -CONTINUOUS 0 1 0 VA 6 CONTINUOUS 0 1.25 0 VA 7 KITCHEN 0 0.65 0 VA TOTAL 13640 VA 120208V, 3 PICA SE 1 38 AM PS NEW 401, 10'(o EG IN 1-1/2"C. NEW EX 15-1(o& SCA L8B LB 100 200 EX 4" 3/O,1" 6 EG 2 "C - �� 6I Irv, LBB EX 200A MCB EX SERVICE LATERAL TO ELECTRIC CO EX 3/0 GEC PROJECT`. SYSTEM VOLTAGE: ASSUINIED BASE.KVA: UTILI TY CO MPANY AFC: UTILITY COMPANY XRRATIO: FMC BUILDING B ZEPHYRIILLS FL 208 WIRE TYPECU=1 500 WIRE Ti`PE AL=2 46262 PVC. CONDUIT 12 SOURCE SOURCE WIRE WIRE 4 OF FEEDER BUS BUS BUS AFC "VIR SIZE TYPE - RUNS LENGTH MR AFC -------------------------------------------------------------------- MDP 46262 ---------------- 1100 ---------------- 500 ---------------- 1 - ---------------- 6 ---------------- 35 ---------------- 8.04 43121 LB 43121 8,04 3/0 1 2 125 1.09 18591 LBB 18591 1.09 1 1 1 10 0.90 .15766 43121 SCA EX CWP EX EX GR. ROD GR, ROD 0 ELECTRICAL PARTIAL RISER DIAGRAM SCALE: NOT TO SCALE 0 ELECTRICAL POu�R PLAN SCALE: 3116" = 1'-0" KEYED NOTES DRAWING NOTES: O 1_ ELECTRICAL WORK IN THIS AREA IS EXISTING TO REMAIN UNLESS NOTED OTHERWISE. 2_ RELOCATED RECEPTACLE OR DATA/VOICE OUTLETS_ EXTEND EXISTING WIRES AND CONDUIT TO NEW DEVICE LOCATION AND RECONNECT TO EXISTING RECEPTACLE CIRCUIT. 3. PROVIDE RECEPTACLE (HOSPITAL GRADE RECEPTACLES IN EXAM ROOMS). COORDINATE EXACT LOCATION WITH OWNER PRIOR ROUGH -IN. 4. EXTEND A 1"C TO ACCESSIBLE CEILING AND FURNISH WITH PULL LINE FOR TELE-COM GABLES_ COORDINATE EXACT LOCATION WITH OWNER PRIOR ROUGH -IN, 5. EXISTING ELECTRICAL PANEL TO REMAIN. REFER TO PANEL SCHEDULE ON SHEET E-3 FOR REQUIREMENTS. 6. RELOCATED FIRE ALARM DEVICE. RECONNECT TO EXISTING FIRE ALARM CONTROL PANEL. 1 PROVIDE FIRE ALARM AUDIO/VISUAL DEVICE. NEW EX DEVICE TO MATCH BASE WILDING FIRE ALARM TO BLDG STEEL STANDARD. RECONNECT TO EXISTING FIRE ALARM CONTROL PANEL. 8. PROVIDE FIRE ALARM SMOKE DETECTOR. NEW DEVICE TO MATCH BASE BUILDING FIRE ALARM STANDARD. RECONNECT TO EXISTING FIRE ALARM CONTROL PANEL. 9. EXTEND TO EXISTING GENERAL RECEPTACLE CIRCUIT IN THIS AREA. PROVIDE NEW BRANCH CIRCUIT WIRING INDICATED_ THE CONTRACTOR SHALL VERIFY WITH AN AMPROBE THAT THE EXISTING CIRCUIT HAS ADEQUATE CAPACITY AND NOTIFY THE ARCHITECT IN THE EVENT OF ANY CONFLICT (MAXIMUM (9) GENERAL PURPOSE RECEPTACLES PER A 20A BRANCH CIRCUIT). GENERAL NOTES 1, BIDDERS ARE TO VISIT THE SITE AND FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF WORK. THE SUBMISSION OF A BID WILL BE EVIDENCED THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED, OR FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD AN EXAMINATION BEEN MADE, WILL NOT BE ALLOWED, 2, ALL EXISTING CIRCUITS TO REMAIN SHALL BE RECONNECTED WHETHER INDICATED OR NOT ON PROJECT DOCUMENTS. 3_ COORDINATE WITH OTHER TRADES FOR ITEMS IN THEIR SCOPE OF WORK WHICH WOULD REQUIRE ELECTRICAL WORK (DISCONNECTION/RECONNECTION ETC.) AND ARE NOT INDICATED ON THE ELECTRICAL PLANS. 4_ WHERE EXISTING PARTITIONS OR WALLS ARE SHOWN TO BE REMOVED CONTRACTOR SHALL REMOVE DEVICES TO NEAREST SOURCE JUNCTION BOX AND SHALL MAINTAIN SERVICE TO REMAINING DOWNSTREAM F ELECTRICAL OUTLETS, COORDINATE THE DEMOLITION OF THE EXISTING WALLS WITH ARCHITECTURAL DRAWINGS, 5- PROTECT EXISTING ELECTRICAL EQUIPMENT AND INSTALLATIONS NECESSARY TO REMAIN. IF DAMAGED OR DISTURBED IN THE COURSE OF THE WORK, REMOVE DAMAGED PORTIONS AND INSTALL NEW PRODUCTS OF EQUAL CAPACITY, QUALITY, AND FUNCTIONALITY. (o_ ABANDONED WORK. CUT OR REMOVE RACEWAY SLEEVES AND WIRING, INDICATED TO BE ABANDONED IN PLACE, BELOW THE SURFACE OF ADJACENT CONSTRUCTION. CAP RACEWAYS AND PATCH SURFACE TO MATCH EXISTING FINISH, 1. THE CONTRACTOR SHALL INCLUDE WITHIN THE BID ALL REQUIRED OFF HOUR, OVERTIME, AND NON -BUSINESS HOUR WORK AS REQUIRED TO PERFORM THE DEMOLITION WITHOUT DISRUPTING THE BUILDING TENANTS NORMAL BUSINESS OPERATIONS. 8. ALL DEMOLISHED EQUIPMENT AND WIRING SHALL BE REMOVED FROM SITE AND PROPERLY DISPOSED OF, OR TURNED OVER TO THE OWNER AT THE OWNER'S SOLE OPTION- 9. COORDINATE THE EXACT LOCATIONS AND MOUNTING HEIGHTS OF RECEPTACLES, VOICE/DATA OUTLETS AND ALL OTHER ELECTRICAL DEVICES WITH THE OWNER PRIOR TO ROUGH -IN_ 10. PER NEC 51-1.13, ALL WIRING TO BE IN EMT WITH AN EQUIPMENT GROUND CONDUCTOR OR HEALTH CARE RATED MC GABLE WITH AN INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR. 11, PROVIDE HOSPITAL GRADE RECEPTACLE IN ALL EXAM ROOMS, 12_ ALL WORK ASSOCIATED WITH THE FIRE ALARM SYSTEM SHALL BE COMPLETED UNDER SEPARATE PERMIT BY A LICENSED FIRE ALARM CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMIT DOCUMENTS REVISIONS BY �i i I � -n � UD N C 00 E - i N n ti u N o it o Qad — 3 E 3 3 ti �ti o 0 wr< 1-1 No. 594Z( —PAT. °01 0''.iR`vIkrl l n W U 0 ,. L o U Z W N Lo V Z � U � oaomN0 U cr)� Lu J v ,0 Z f� m Q LO t W M L- Oro 00 -C ° O Z M C i J N v LL_ CL Date: 08. 13. 13 Scale: AS NOTED Project Mgr: AAY Drawn: IIT Job: 13-46 Sheet E3 IS