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HomeMy WebLinkAbout7050 Gall Blvd (119)Ux N \ o N O MI M N O N CID W: �-� N FLORIDA HOSPITAL ZEPHYRHILLS SIMPSON BREAST HEALTH CENTER ALL WORK SHALL COMPLY WITH ALL PREVAILING FLORIDA BUILDING GFlorida 14ospitalZe h rhills Permit set CODE, ELECTRIC AND OF ZEPHYRHILLS ORDINANCES 7050 Gall Boulevard Z e hV rh i l l s� IFL 335411 RVV DATE �J CITY OF ZEPHyRHILLS PLANS HILLS �lS Client Code / ]File - ]Project submission Number: 23 / 100046-1 1 1 -1 PROJECT TEAM DIRECTORY OWNER SYMBOLS AND MATERIALS AO WINDOW TYPE Florida Hospital Zephyrhills ELEVATION BENCHMARK 7050 Gall Boulevard p Ze Ph Yrhills Florida 33541 REVISION AND NUMBER Phone: (813) 788-0411 C.J.> CONTROL JOINT ARCHITECT DOOR AND FRAME WITH DOOR NUMBER Burt Hill / Pollock Krieg Architects, Inc. EXISTING DOOR 8250 College Parkway Suite 203 METAL STUD WALL Fort Myers, Florida 33919 MASONRY WALL' Phone: (239) 482-4761 EVALUATION 2os ROOM NAME AND NUMBER Fax: (239) 482-0265 OB WALL TYPE BUILDING SECTION MECHANICAUELECTRICAL ENGINEERS �� SECTION OR DETAIL Heery International, Inc ELEVATION 4700 Millenia Blvd, Suite 550 Orlando, Florida 32839 ® INTERIOR ELEVATION Phone: (407) 992-6316 Fax: (407) 992-6399 NORTH ARROW EARTH GRANULAR FILL ® METAL ® FINISH WOOD -I STUCCO OR GYPSUM BOARD ° •••°' CONCRETE OR GRAVEL ® CONCRETE MASONRY UNIT (CMU) ® PLYWOOD ® ACOUSTIC CEILING TILE ® BATT OR SEMIRIGID INSULATION RIGID INSULATION ® ROUGH WOOD FRAMING OR BLOCKING GENERAL NOTES Industry standards (i.e. ASTM, ANSI, etc.) SHALL HAVE THE SAME FORCE AND EFFECT on performance of work as If copies were directly Inserted Into the Contract Documents or bound and published therewith. Comply with standards in effect as of the date of the Contract Documents, unless otherwise note or required by authorities having Jurisdiction. CODES - All work shall conform to the following codes and ordinances: -2010 Florida Building Code -2010 Florida Plumbing Code -2010 Florida Fuel Gas Code -2010 Florida Mechanical Code -2010 Florida Accessibility Code - 2010 Florida Energy Consevotion Code -2010 Florida Existing Building Code -2010 Florida Fire Prevention Code - Effective December 31, 2011 - Local Codes and Ordinances where applicable and flood damage prevention ordinances 2009 NFPA 101 - Llfe Safety Code 2005 NFPA 99 - Health Care Facilities 2010 Guidelines for Design and Construction of Health Care Facilities 0 CA P)t V-D Roddy�C (s$.Tssfi, $P�VotD �iy9 s BUILDING CODE INFORMATION : OCCUPANCY GROUP :Business TYPE OF CONSTRUCTION : TYPE 1B - FBC TYPE 1 (3,3,2) FULLY SPRINKLERED NFPA SQUARE FOOTAGE OF REMODEL: 10,696 SF SQUARE FOOTAGE OF REFURBISH: 1,589 SF Corridor *141 and 142 TOTAL: 12,285 SF I. Contractor to oversee cleaning and Insure that the premises are maintained free of rubbish during construction. Final cleanup Is the responsibility of the Contractor. Contractor to provide Permitting Authority with Debris Affidavit at time of submittal. 2. At the termination of work, submit to Building Agent/Tenant maintenance manuals presenting full details for care and maintenance of all surfaces and equipment of every nature. Contents shall include manufacturer's and Installer's names, addresses, and phone numbers, and Instructions for Installation, start-up, operation, maintenance parts list, and data sheets. J. Contractor Is responsible for compliance with all Codes, Ordinances and Regulations applicable at project location. Contractor Is responsible for filing and securing all necessary permits, approvals, etc. for all trades. 4. When 'or equal'. 'alternate'. or other qualifying terms are used, those Items shall be approved by Building Agent/Tenant and/or Architect. 5. Existing materials or Items scheduled to remain that are damaged by construction shall be repaired, patched, and ref InIshed to the nearest Intersection, restoring surface to It's original condition. 6. Contractor shall protect all existing walls, doors, frames, surfaces, fixtures, finishes, etc. from damage during demolition and construction. Existing materials to be removed shall be coordinated with Owner to verify if Owner wishes to salvage some. Relocation of salvaged materials, once removed, to be by the Building Agent/Tenont's forces 7. Contractor shall verify and be responsible for all dimensions and Job site conditions related to this work. Any discrepancy In dimensions or special modlflcatlons required due to field conditions shall be reported to the Architect for ciariflcatlon 8. The Architect does not hove control or charge of. and shall not be held responsible for construction means, methods, techniques, sequence or for safety precautions and programs in connection with work, for the acts or omissions of the contractor, sub -contractors or any other persons performing any of the work, or for the failure of any of them to carry out the work In accordance with the Documents. 9. All plpes, ducts, conduit, etc., which penetrate the final slab or walls shall be Installed so as to maintain the fire resistive and structural integrity of the building construction. I0. Demolition of existing construction necessary to Install new construction and equipment Is to be performed by the contractor who is to supply and Install the new construction and equipment. Install lintels where required with prior written approval. 11, Contractor to repair floor slabs, flll gaps, cracks and voids. Grind smooth any high spots or ridges. Floors to be prepared as required to receive floor finishes so that previous substrate defects cannot be detected. 12. GENERAL CONDITIONS OF THE CONTRACT, AIA Document A201, latest edition, shall apply. 13. All gypsum board in partitions around 'wet use areas' ( I.e.: Toilet Room(s), Laundry Room(s), Shower Room(s), etc.) shall be of molsture-resistant type, and these partitions are to be sound -rated. 14. All studs, furring and miscellaneous metal accessories In walls having molsture-reslstont gypsum board are to be of galvanized metal. l5. All fire-roted partitions are to extend to deck above, and have all volds packed between the deck and top of wall with fire safeing Insulation. Floor track Is to be set in a bed of sealant. Joints In gypsum board partitions are to be taped over the full height of the partition. 16. Fire extinguisher cabinets mounting height to be 2'-6' from floor to bottom of receptacle. Top of extinguisher to be 4'-0' AFF, max. 17. All non-fire-roted partitions are to extend 4' above suspended ceiling grid. All such partitions are to be braced back to the structural decking or Joists with suitable sub -framing at 48' o.c., max. Provide additional framing, bracing and blocking for all required cabinetry and equipment. 18. Not all listed GENERAL NOTES may apply, nor ore they all-inclusive for every work situation. Excellence, throughout the Job, does apply. 19. Each new FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, or any other new wall required to have protected openings shall be permanently identified with signs or stenciling above any decorative ceiling and In concealed spaces with the words,'FIRE AND SMOKE BARRIER - PROTECTED ALL OPENINGS', or similar language. Sign or stenciling to include UL Design number of partition. Such signs or stenciling shall be in 4-Inch high letters, Vp-Inch stroke, and not more than 15-feet on center. Per Florida Fire Protection Code 101:8.3.2.4. INDEX OF DRAWINGS A0.0 Cover Sheet ARCHITECTURAL A1,0 Site Plan ALL Ground Level Life Safety Plan A1.2 Ground Level ICRA Plan A1.3 Ground Level Demolition Plan A2.0 Ground Level Floor Plan A2.0 Reflected Ceiling Plan A2.2 Enlarged Floor Plans A3.0 Interior Elevations A3.1 Interior Sections A4.0 Wall Sections and Details A4.1 UL Details A5.0 Finish Schedule and Wall Types A5.1 Door Schedule and Details A5.2 Specifications A6.0 Floor Finishes Plan A6.1 Wall Finishes Plan MECHANICAL M0.0 HVAC Symbols, Legend and Notes M1,1 HVAC Demolition Plan M2.1 HVAC New Ductwork Plan - Ground Floor M2.2 HVAC New Piping Plan - Ground Floor M3.1 HVAC Controls, Legend and Notes M4.1 HVAC Details and Schedules PLUMBING PP.1 Plumbing Legend, Notes and Schedules PD.1 Plumbing Demolition Plan - Underslab PD.2 Plumbing Demolition Plan - Ground Floor PU.1 Plumbing Plan - Underslab PS.1 Plumbing Plan - Ground Floor FIRE PROTECTION FF.1 Fire Protection Legend, Notes and Schedules FD.1 Fire Protection Demolition Plan - Ground Floor FK.l Fire Protection Plan - Ground Floor ELECTRICAL E0.1 Electrical Symbols, Legend and Notes E L I Power Plan E2.1 Lighting Plan E3.1 Existing Electrical Riser Diagram - Demo E3.2 Electrical Riser Diagram - New E3.3 Existing Distribution Panel Schedules E3.4 Existing and New Panelboard Schedules E4.1 Enlarged Electrical Room Plans E4.2 Enlarged Rooms #130, 131, 133, 134, and 135 E5.1 Electrical Details EC0.1 Comm. and Fire Alarm Symbols, Legend and Notes EC l , l Communications Plan Lyndon T. Pollock EAL I Fire Alarm Plan I Registered Architect AR0006747 N REdIBW90 pLpN(S�'R IIAL S 0�ICE trace. �duiev+�� Project N j. OW5.00 AOr� 2012 BRIM Architects, Inc. t, 6/6/2012 1:36:45 PM ...\cd\AO-O Cover Sheet.dgn �0-r Dumpster Project Location on Ground Floor a y� TMT7T ITE 0,9Q I o I � I I JI Construction entrance 0I IJ IJ J O / �.46 z1-zzzzz�ZZLZ11 I � I I, QO �O Qv O 0 O C� O 116' o �9y 201, o Lyndon T. Pollock Registered Architect AR0006747 ell, o TRUE PLAN NORTH NORTH SITE PLAN AI.O P • 80' U U U U N O N 00 a U o M O O CI O Ih'..•iri�� y) w �� �vz N �O � •� �wa,a O y F N � � N U � t- w � CA 0 �1 xi xi 4� con N c� O O %1 rQ� V C/1 Cd Cis O con V� Project No. 09005.00 Al 09 © 2012 BH/PK Architects, Inc. 61612012 1:33:58 PM ...\cd\AI.O Slte Plon.dgn AI M V- CIO C►- N 0A SYMBOL LEGEND • F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET ® MAGNETIC DOOR HOLDER 121 SMOKE DETECTOR 0 HEAT DETECTOR © FIRE ALARM PULL STATION S ♦ STROBE HIS Mom-* HORN AND STROBE EXIT LIGHTS I EXIT LIGHTS WITH DIRECTIONAL ARROW(s) 84' 0 EXIT WIDTH IN INCHES 125' INTERIOR EXIT PATH AND DISTANCE © SMOKE COMPARTMENT DESIGNATION 1-HR I - HOUR RATED WALL —1-HRS— I - HOUR RATED WALL AND SMOKE PARTITION 2-HR 2 - HOUR RATED WALL �2-HR-S 2 - HOUR RATED WALL AND SMOKE PARTITION ALL CORRIDOR WALLS SMOKE TIGHT PARTITION NOTES WALL PRIORITY LEGEND SYMBOL DESIGNATION PRIORITY 4HRS-4HRS 4 HOUR FIRE & SMOKE WALL PRIORITY I 2 HOUR FIRE & SMOKE WALL PRIORITY 2 2-HR-S 2-HR — 2-HR 2 HOUR FIRE OR SHAFT WALL PRIORITY 3 1-HR-SDI-HRS— I -HOUR SMOKE PARTITION PRIORITY 4 I - HOUR FIRE WALL PRIORITY 5 1-HR 1n-HR-1/2-HR %2-HOUR FIRE WALL PRIORITY 6 SMOKE TIGHT WALL PRIORITY 7 NONRATED WALL (unmarked) PRIORITY 6 (Lowest) HIGHER PRIORITY LOWER PRIORITY Extend thru Insulatlon to exterlor masonry If applicable NOTES: I. Schedule constructlon of walls according to priority. 2. Provide stencilled slgnage on fire rated and smoke resistant walls above decorative cellings In a manner consistent with code requirements. J. An Asterlsk 01, thus at partition type Indicates full height by full width sound attenuation butts. Extend and seal partition and gypsum board to deck above. 4. Rated partitions are to extend to deck above and to masonry wall if applicable. SMOKE COMPARTMENTS / EX /T CALCULATIONS Compartment Compartment Area Occupancy Type Sq./ Ft. Occupant Number of Occupants GA 12,868 S.F. Treatment 240 129 GB 11,283 S.F. Treatment 240 113 BUILDING CODE ANALYSIS 1, Codes in effect: Florida Building Code 2010 NFPA /0/ 2009 Edition Florida Administrative Code 59A3 AIA Guidelines for Design and Construction of Health Care Facilities 2010 Edition 2. Use and Occupancy Classification: Business As per FBC Chapter 3 and NFPA 101 J. Type of Construction: Type I-B, Fully Sprinklered As per FBC Section 602 and NFPA 101 Table 8.1 Type 1 (3,3,2) 4. Building Occupancy Ground Floor Occupancy per FBC Table 1004.1.2 and NFPA 10I table 7.3.1.2 (100 SF/Occupant): 242 Area @ Compartment GA 12,868 SF Allowed Occupancy 129 Area @ Compartment GB 11,283 SF Allowed Occupancy 113 5. Exit Calculations Max. Travel Distance: Max. Dead End Corridor: Min. Corridor Width: Min. Clear Opening of Exit Doors: Min. Stair Width: 6. Interior Finish Requirements As per FBC Table 803.5 and NFPA 101 Table A 10.2.2 Exits: Exit Access Corridors: Rooms & Enclosed Spaces: Permitted 200 30'-0" 6'-0" 32" 8,-O" Type A Type A Type A Proposed 157' 6A /-oa 41" NA :5,: I I j i i I �1us I I I I —---------f--------- — --- — - 4r F.E.C. ` m m m m I ID i i MNMWR IL n% I PROJECT ELECT. IF `� I LIMITS IL71- I I s 10iE�„� I I i I l i ►� I ,p, i i I 0W AENCE1 j r 5 5 "� s -------I- -------------- --------------- -------- - --- ------ ----I- = I --- --- — — —w— —---------- -- fi --------- V_ IS♦F.E. F.E. ELECT. — — t-KR 1 I I I x I P STAIR Travel �lstance 153' (� I y I � a c I HIS OFF Li 4 ci EQUIPMENT • F U e i � .I., ,, ' � Its IN ELEVATOR «L IFMom Oi ■ On I Elevator Call I Lobby -- � Wb% \ I I �� —'j — ►35 I S MEWS I I 133 L ZJ -- - _ -- ---- --- 1— -- — — -- ;, -- -- - f,+----- --—- — - — - —- - --------- ------- I I I 10 11 I► t I F.E.C. s I I I ELECT F.E.C. - TOIL I _ _ _ _ _ _ _ _ - -- -- - p3 -- ----- - -- W i ` I iof i OFFICE OFFICE I OFFICE I r- I I I 1p5 I I I CONFERENCE I I I I � i OFFICE I WORK I HIS - I _ I - - - — -- — — — — — — — - - - — - — WORK I - — - —- • ------ I - -- -- — — — - — - — - — - — - --------------- — - ------------------- I -p-- I I I I I I F WORK ' N� I t CORRIDOR PFFICE OFFICE I GB 100 F� f�! e t i I S. � I CONFERENCE I I ® I TOIL CL I OFFICE PROCEDURES I TOIL � •ELEV� I I I I I TOIL I J — -- -- --- — — — --- ----- --- — - — - - —-EKAU— -- ------ - — - — - — - - -- — — -- -— - —-— -— - ------ JANITOR TOIL I I TOIL F I I CLOSET I I I I F.E.C.E. I I I Ig( 67" I I EXISTING PHYSICIM OFFICES i 01 i � � I i I WAFT BREAK ROOM ©I OFFICE i OFFICE EXAM i EXAM EXAM ( I HR I I I I ---- ---- -- — — — —� -- I - - --- --- - ----- ---- -- -- --- --- — I p-- I i I I I HK I I tQL 1 I I I -- — — — — — — — — —— — — — — — — — — — — — — — — — — — — — —I i I I Lyndon T. Pollock Registered Architect AR0006747 Stair 1 GROUND LEVEL LIFE SAFETY PLAN Al.l J NTS NORTH V� U a� U bA L N N 00 a U o M -� °' o M .-. N c33� M \p N v z oowa"�,a .O a � � U w � G � v� N 0 F+1 ct cd v ` � r , cd Cd 7:3 O Project No. 0%05.00 A 1 0 02012 BHIPK Architects, Inc. 61612012 1:32:07 PM ...\cd\Al.l Llfe Safety Plon.dgn N LOW O N Q N 0 0 N, o v N Co o co 0 INFECTION CON ROL MEASURES: I. The Contractor shall obtain from the owner a copy of the Infectlon control risk assessment (ICRA) prepared for this project. The contractor shall review the requirements In this report and preform all work In accordance with those requlrements.The contractor shall strictly adhere to the llmlts of the construction area, and where phoslng applies shall adhere to the phasing plan. An work outside the construction are shall be coordinated with the hosplfol and preformed In accordance with the ICRA report, under the supervlslon of the hospital's representative or other designated ICRA committee officer. 2. To the extent that it Is required by the ICRA the contractor shall endeavor to malntoln existing levels of Indoor air quality In areas surrounding and adjacent to the construction work zone and elsewhere In the focllity.It should be onticlpoted that the ICRA report will require measures to this et`fect Including erection of construction zone barriers and provIslons for negative olr pressure In the construction zone relative to other areas of the new focllity. Fallure to comply with construction and maintenance of construction barriers will result In the cessation of work untll the barriers are brought Into compliance. J. See Mechanical plans for addltlonol comments on negative pressure and monitoring requirements. 4. Any requirement for Interruption or shut down of utilities made necessary by this construction shall be coordinoted with the hospital at least one week prior to Interruptlon. 5. Contractor shall endeavor to minimize any dIsruptlon of surrounding areas of the hospltol. 6. If fire alarm and / or sprinkler systems are shut down for four (4) hours or more, contractor to provide 'Fire Watch'. 7. If the structural steel flreproofing is damaged due to construction, then It shall be repaired to Its orlglnal fire rating. 8. For short term above celling work outside of the phased construction barriers Contractor to provide a portable construction contolnment system as approved by the hospltol. I ( I I -�a-----�-, r---------44I I 1 I III � I I II, • Imo,' r=•--:J - - - -- ----- . -- — - — — - —&,an — ---� ' I--- —'---- -- — r — ------ — --- I .._.__.•—• ••_••_•, __ _ ••_• Complete lobby ,..-..-• �• •� I i work after hours Ir-----_-____-- - - - �- . II I tl i I i - Controclror to complete I i Sticky Mat b work I business office II prior A demollshing ..-. -..- this wail II \ I i I I I I ' ------ — - —- - —- — — — — Seal doors I Provide Zlp Wall Type dust borrle . Construct with 6 mll vlsqueen and ZIp Wall type framingg. Taped at seams, floor and celling as to prohlbIt the passage of dust Into the occupied area. PART 1 AL GROUND LEVEL ICRA PLAN 1/8 ' • P-O' ,. Fire retardant wood noller Close open ducts with 6 mll poly Seal with duct tape Close celling space with 6 mll fire retor Poly Seal all joint penetrations with duct Seal around all pipe and duct penetration In the partltlon and poly borrler with duct tape rticol celling the psum wall board h occupled side with paint ELECT. ELECT. it -- - - - - - - - - - - - - -- I ------------------------- .�__ �.�------------- \ -------__-.-. c==gym..--------J IF1 ` Equipment i I ,^\ Storage 1 i i \� Clean i� Z i--------; I---------i I---------i 11 Storage Service Clean I i Room I' II II_ -- LII---- I- ----------------- Assembly A A I ------------------------------- .�I I ----1--------i--- 'fir----� _- \\ --- - ------------ ---------------------- \� I Tl_- II \\�' I I 11 I Equipment r----rr �i I L--- II ice, ii 1 i II l Cleanup I I IL O.R.#1 I- ii i ii-J O.R.#2 O.R. O.R.#4 II I--J II II1 1I --- III - , III IH H IH I 1 I�, I I I „ I I _, LII I I 14 I I 1 I I HI II ,y I I I II u 1 I I II �� I IHl I a�H� �i i i 1,H i i ----_H4\ ".. Decontam I 11 1 - I \, 11 L-- I H}� Lt�i I IIIII H I11- I H In 11 I III I II Itl I ' II 1 , 41 1 Scrub II u, I �--- II t-- 11 \\ II II �. IL_ — == =i-L----=-�_-____= _====l L� __________ - =J--1-------_________�' / 2 ` up STAIR A1.2 ---fit _-r=======-T-e•\ �/ V ---------------- - ----- -Z �--T-a -_� Ir-------- _J�\-II-ii V, i �1 ��� li Jan. ilr--- L =�___ I - 1 I W— I-� II I I ail I� IL / Toil �_�v u. \11 t l Vest Vest ---- i i Toil \ I I 1 1 1 1 1 I I r I I I I 11 I 1 I� II II II I ML,�-� I � - ILIG \ IL-1------J I II li IL I I I \ I ............. ------- - -i 1 I I--------- - R-- ----- ��.---------------- I 1 •- 1 / II \ / 1 ; _ / Sh Sh \ �I I t_.�ty��, J II IL - z-----JI \ h--, \ I 1 f ` 'r rn T r r r I ,e _ _ ` _ _ _ _ �, I , , I Anesthesia , 1 1 Nurses I I IJJ1LLI-1 I I 1 -�- -1 I -1-1 T r r r-11-r T I I I I / I I Sta I I 1 I I I r-11_� LLIJ-111L1_IJ r_IH LJ1-II I L------ - - - --, I I F--irJ f -I rT II--- 1--JI I t\.�� II I I i, I II i 1 I 1 I.---=_________- I �_J 1-- -1 I 1 �,� II -- ,��5011. II I 1 I lJ`} I I I I I y I 1 1 1 / , I 1--I1-, L_J I- C II II --jam --III I h 1 II I III 1 Change L J I` - Male -, - r - - Ji _ -I I- r II Clean i g -r r Female Change 11 , , 44 111TTrrl� , ____=�-=-I I I II j �uJ=liu=��-1-rm7Trr-m ii Loun a I / iil4A,--I--!r! ell 1 I ---- 1=1J11LJ 11 g 1 r I.� •//--I---I1L�I I I 11 yI fv( I I I I I I I I t -1 it L� Nour. li i i ii i I I, I H ' I F==L 1I 9 •r•yl 11-JI 1 —T , - I:D II- - A LtJ� 11 i 2 A1.2 J �i 1 1 1 I Ib I 1 1 i j ProvIde constructlon borrler ELECTI-- - - - - - - - ;11 TOIL = _ _-- H L -k J \ \ 1 I I ' OFFICE OFFICE OFFICE 1 Recovery II OFFICE i ib j L 1 1: 1 �j-41ti------�� ,-------- �I 1 I I Ib, 1 I 1 , -4R9-------I I- ----- - -- �bl I II, OFFICE WORK Jan. II 1 1 \\ Toil r j H o H __�H1a ___-__--_ \ L Temporary portltlon ®------------------- �_-___ ! Contractor material entrance and debris removal path OFFICE OFFICE Lobby Work to be completed / after hours �,:;...:�>»<.:EMS.< ,:.,*,. -- - ------------------------------------ rMr-..- LW 1 Physician's office CD TOIL ®, . ?0 Go 3%'Metal studs access CLOS 4' O.C. OFFICE Refer to 3/A1.2 for ' ICRA plan for this URESI o area PLE . ' ELE ® TOIL J H H EXAM IL TPIL JANITOR -- - - - - - - - - - - - ------------------------- - - - - -� Physlclon's office / access & exit EXISTING PHYSICIANS OFFICES II II joints ,Ith rom-tack )r equal 2 TEMPORARY ICRA WALL P-ON EQUIPMENT ELEVATOR MACH'Y Ef] Ef] Ef] Public Public Elev Elev B-1 B-2 On Elevator Call Lobby I 2 iN I=' - - - - - - - - - - - -----------11 ------------�I VESTIBULE VESTIBULE Control - - - - - - - - - - TI IF H--=== I I � Lab \\ service Service Elev Elev S-2 S-3 , Hasp.' I () I S-4 Elev. Ho�. S-1 CONFERENCE CONFERENCE BREAK ROOM WORK WORK Physiclon's office exit H V STAIR "J. Temporary partltlon CORRIDOR OFFICE OFFICE GROUND LEVEL ICRA PLAN NORTH 0 A1.2 1/8 ' = P-O' (t Stair "M. WAIT Lyndon T. Pollock Registered Architect AR0006747 Project No. 09005.00 A1,92c © 2012 BH/PK Architects, Inc. 61612012 1:31:30 PM ...\cd\A1.2 ICRA Plan.dgn Demolition Notes Q N N 0 a CN N � o N 1. Remove existing walls and doors shown dashed. 2. Remove all plumbing fixtures shown dashed. J. Remove all flooring and base. 4. Remove all chair rolls. 5. Remove all casework. 6. Remove all obandonded wiring and duct work. 7. Contractor to protect all existing walls to remain. 8.Remove all doors and frames shown dashed. 9. Remove all light f/xtues and A/C grills. 10. Remove existing ceiling. II. Saw cut floor to provide for new plumbing. Patch floor smooth and level and provide moisture barrier under new patch. 12.Contractor to scrape and fill floor to create a smooth and level surface to receive new vinyl flooring. I3. Contractor to return all salvage Items to the hospital. 14. Remove all cublcol curtain tracks. 15. Remove existing exterior windows as shown. 16. Contractor to coordinate removal of any ductwork and sprinkler piping with owner prior to commencement. EXISTING VARIES n EXISTING 6' 61 V 61 3,000 psl concrete -� on compacted fill, with termite protection as required 2 SLAB REPAIR DETAIL A1.3 1 ' • 1'-0• Remove existing windows 12' long '5 dla at 24' o.c. alternating sides epoxy Into existing slab Remove portion vexterior wall as \ Indicated to provide for new windows ELECT. - — - — - — - F — - — - — - — - — - — - — - — - — - — - — - — - — - hrt On Call ELECT. EQUIPMENT ELEVATOR MACH'Y Public Public Elev Elev B-2 B-1 Finish Floor — EI=0'-0'----------------------------------------------------------------------- �a 1 z 1 I I I t I toxbeiremoved trUC1ur01 column 1 I 1 I I I I --I L------------- -------------� I II II II II II I II II If II 11 I II 11 II II 11 I II I1 II II I1 L-------- -!L_ IL-------J`-------JL---- ---I W zl JI zl 1 Grade Q � 1 Finish Floor -00 PART 1 AL EXTERIOR ELEVATION Elevator Lobby I i------------ - - -i._ r--- --------J I`------------ - - - - - i ----------- Equipment I I ! Storage �i Z/ I'\` I I I I I Clean - - - - - - - - - ----�----- - - - - - - - - ' I BnI ! Service I 1 i ! i i i ! i i Storage -� II: I I- - - - - - - - -I I --------I 1---------I I II Clean i,l Room I 1 Assembly IiI I I ! II--------------------- ir---------------- ----------------- s----------------- ---------------r-------------- 1 .------�Ir•====-=====J=====`---r--- �______________===�r-_--------== 1 1, � ��r i i I F, ► ,, � I I I'I I _ I_ _ _= JII Equipment - r -- -rr �r I=-,1 r L_-- II Imo, rill �I III II Cleanup 1 i I 1 1 111 O.R.#1 Lei i-J O.R.#2 i111 O.R. II hL ,t I I' 'I I I' I I O.R. #4 L 1 III III / �I I I I IIII I I hi IH ui I 11 i4 i i I i i HI i!i :Y II �_LI II I I II I I �� II Ifr I L 11 .-A 11 1 1 --- --—a---------------�L---------------------it- *1----------a---L--------I---------�-—I------ -- �t===_Ij{�--r - ---- -- -- ----- 1-- --- --- ----- ------ ----- I�� rr1l I I I~ I I Imo•- `r 11 I i Decontam I III II ,11 I I I li H I rI_ I I I HI 4 I I H, n- 1, \ „ j' 11I ' I 1 S b I� �'Y lI I ! !E------------n--- IIL ----- I!4 , \ 4--� �I r T !4 Ir'-J I 1 `. II a - L-------------- t I STAIR `r'-_------ s�-------� `fit--==��---_—_---_�_�-------------------� `� I , I I up."K" Retain this door for reuse at r = _ location 142C ;\ 1----------� I-L----_-* - ---T----71 ----- / i'-----------1i � Il s/'� I i� I I r 11 1-----------ll `. II _ I II 1 1 i I I `. ,I ICI L------- I 1 I I �'T-i_�1 it i ' r� �I==Jan. VESTIBULE VESTIBULE I Control �? ; I i , 1 �� i I i L� ��'y� r ---'I' --------- Ic G { Toil =i I i -1 Vest f quipt —_ —_—_—_ _—_—_ --—_—_ -- !I ; —_—_—_—_—_—_—_—_ _ —_ _—_—_— — - — ---_—_—_—_—_ _—_—_—_ ------------ Vest ---- I I Toil II II ,I 1 f r _U •'� , 1 LIB-il I I r I I I I I I 1 I I I ----- j--it,�. Lab ��� _-,1,R-L-_------j�� 'al_===_�---------- I IL -----� I' I i-"1- I -jl I iL JI ��------- / Sh $h _1 I I 1 Service Service I J 1 I i i i r I I�� �h� - ,- -� 1 i i Anesthesia �,� 11 i Nurses Elev Elev ? r 1 L I L LIJ J 1 L L J I I I I I Sta ! S-2 $-3 ! I r _I --1 �I I I i v I I I I I I I I I 1j I IUr LJ1- -� II I --- -----� 1� I _ tL- I I I �-JrJ I --f II I-----------�-- a, I � I I I I I--ir� I , r-� II=------------1--J I ., \,' II I �! F-1�� 1 1 F;i 11 7----------� I��soil. I r r_IF , I 1 Lam, 11 I / II-1d-I�1 I, I II I Hasp. LJr- L_J11I I 1 Hosp. I Male Chan e -I Female Change 1 I I Y -'r F Fl�li =_ _ _11 r i I Elev. Elev. g J g I I I �. I T 11 Clean 1 1 S-1 I7 r r rl �- I i I I 1j - _ _ _ = r y ', I i, t7 { Remove existing window LLIMJILLL�, �-r-n�-rTrrm I , I ---t_ _ � and wallas required. STAIR � I_I J 11 1 1 Lounge I, 111 �,u _ _ 1 i Ltid i i I , Refer to elevation. . y L,_ l 1 I ------- t1 , ! i •J• I ----� ii I IF ► yl I�i� T 11 1 1 i I, 1 1411 I _ ^ �,\ i�---_i2--1 - i �� ,� ii L� Nour. i �I — — --- — -- — }+- I--\ -------- --- -- -- —{- —yam - II - pl- I ' '---------- J- �— — — I— ---1 Lr--- r — ---I----- -- L1 ` i I I I ---------- i, i 3 i I I I ----- I�� i i i I i� is I I , I � j11 ! ELECT : 7 ll 1 1 I 1`--------- IIIcr- ( I -- J �� r --- ------------------------------------------ - TOIL—------------------------------------------------}�I------- L--------r-------- - ---------------------------- TOIL ! OFFICE OFFICE ! OFFICE - ! `1 Recovery II ! OFFICE ! I 0 I ! 0-�►-----!�I 11 ! I I c) I ,-------- �Ii i i 1 I II 1 1 jl, ' l I f---------is: CONFERENCE ! I �_ _ _ _ _ I ` � I 1 I I I II 1 ! ! ! OFFICE I I I I I ! WORK I ! i -----1 -----1 i 1 I I ! !I 1 I ----- --- -ILI _-�',,-1 -i i t \ I r � I WORK ; Jan. i I I �1 Toil r --------- ----- ------ ------------------- ---------- --®--------- ------ ---------------- ____=__ = .- - = -- --------------------------- i I WORK _ _ _ _ _ - - - - _ --- OFFICE w I I 1 IF------t----------� FFICE , 11 Retain Ols door for reuse at 11 i CORRIDOR I , �.�I location I00A 1 Retain this !door for reuse at 'I location 14a II CONFERENCE I I TOIL CL1 S I I i OFFICE i I I i PROCEDURES I l 0 TOIL °p I o I I I PUBLIC 1 0, ELEV. I I I TOIL I J EXAM JANITOR CLOSET BREAK ROOM - — - — - — -� — - — - — - — - — - — - — - — - — - — - — - — - — - I I I i Sta rl }------- — — - — - — -- — - — µ�- -- -- — - —------------ - TOIL I I i I I I ! EXISTING PHYSICIAN, OFFICES I I I I� I I OFFICE I OFFICE EXAM I I -� ----------------- -----------—-------- — -----{ C I I i TOIL EXAM II EXAM WAIT -----*wi-----------------------------------*�'-- GROUND LEVEL DEMOLITION PLAN NORTH 118'-Y-0' Za Stair "M" Lyndon T. Pollock Registered Architept AR0006747 Project No. 09005.00 N103 V4'=I' p. I I I I I I I I ©2012 BH/PK Architects, Inc. I 61612012 1:31:07 PM ...\cd\A1.3 Demo Plon.dgn N _ IN Co a- 00 M O DO Mr. N 9 I I'- 1_. 1 1 ' ! I j I I I 2 0 F.E.C. 1 , ' � 1 I EQUIPMENT I I I A �1 \ 1 � � TOILET) >A3. STORAGE � � 17 0 I I I V t MANAGER ♦% i s ELECT. I jI I a �M��,I��,CE C .---- --- --►. A W 116 5'-2'/2' # 19' d/2 I I I I I I I I A# 1l8 I C 116 15 B EQUIPMENT j CLEANUP I I I I I I A # j /25 I STORAGE j STORAGE V ❑ ----------------- ---------- - ----- ELECT. EQUIPMENT ---------------------------------- 1717-1 ELEVATOR MACH'Y Public Public Elev Elev B-1 B-2 On Elevator Call/(ED Lobby ' j j 121 j 120 j C C Upgrade a Isting wall j j ; f Bf� NCEN I to one hou� toted _ j I I I a RECLAST © 115 I I I 119 B12 _ ..�.. -- ---- - -- ----- ----}j}--------------- - - - - -- -- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -------- - - - - - - - - - - - - - �- --- - -- - -- - -- -- - - - - - - 44 B I F.E. 121 I B I FCGr.E. 119 I I I 1-AIR I I ICN j I I I C I C j Upgrade existing wall j j u, b o STAIR to one hour rated Carldar I 7' 9' "K" 9$ Clear -I Corr/dor ��.------I------------ l26-----------�----- I ctmterotteb �� ----------- -- ----------- ---- - ----- j' I l44 i A2.2 - - - - - - - -. a SOILED . I CLEAN I ... .......::.......:............ - - - C e HOLDING SUPPLY B, DEXA 4! LUR , a 44 E.C. : 3® ♦ I cart I — NURSE 1 j i2.. , 127 /28 I Take 13/ �* 1 9' 3' -91/2' 6' — t 8'-5' e 5'-2�/2' I 9'-5' 10'-5' S�ERE97 - IY 5' 7'-I!'..... a, 17' 2'h' i 1 I 30 �' e j 44 VESTIBULE VESTIBULE / %'q C e I N e - .. e 4: 1 TECHS >« I I --- - - - - --- - - - - - - - -- -- -- - ---- - -- -- ELIUCAT 1 ' � ll j t I # 1 _ � •4 !CORRIDOR � — J � *a' a ♦ AL ELECTRIC � 1-HR-S 2-HR 2-HR 1 - i TOl a 145 i i O 11 e I .� I ' 136 e .N �I ci I t �1 1------- o j e 1 a 4i Service Serviceri _i ' ti;:.,.,..:.::..:...::..:.. 5'I/d2' �DRESS SS1'-4r L'lev ' /2' Elev E0156S' 9 I S-2 S-3 I t ULTRA � OFFICE l a e 1 SOUND W � I 1 SCREENING Hosp. I t 1 1 MAMMO SU -W , j Elev. Elev I t t , MAMMO I � sD t S-1 ......::....::....:. NL ROOM Gantry wl 133 t I I STAIR ZI 44HR ST-Dab JI ` S I 1 1 w/ W n I 1 C 1 -------- 2-WR- ;�- -------j-- --�-- 1 R -�- - — - — -—- — - — - —- --=H — -- — -- -- - - - - - - -------- — - — - —- --—-!-—-—-—- — - — - —-- - - - - - - - - - t cG i quo, Exl$ting one hour rated ' � 0 .� I BOUT�LIE i 106 darrldar I ♦� I Carldtx pork t[on to remain I` I e 141------- ' I 142 •------------------- - 42 � ' I I I F.L.C. 42 t A4.0 a UI 1 I t e 42 I ELECT F.E.C. I I t I I 1 TOIL t -- - — - — -—-—-—-—-—- — - — - —-- — - — - —- — - — - — - -- — - ------ - — - — -— ------ — - — - —--—- — - — - —- - — - —- - -- - --- -------------------- - ----—-—-—- — - — - —-- — - — - — - — - — H t CEKIlV j j 103 � 42 � � ® TOIL 1 W 1 / e OFFICE OFFICE j OFFICE 1 I 1 1 1 1 t OFFICE I t Nil WAITING t 105 t 10 a 1 1 CONFERr;uCE ! I ( OFFICEcc WORK I Existing one hour rated fire I i �r _ _ i_ _ I partition to nemaln. Contractor , � � �' � - - - - - - - - - - - - - - - - - - - - - - - - - - - -- to verify Int My. Patch eg I I and repair o5 required to 1 . maintain fire rating, typl 1. 1 - _ �' .'- - - - - - - - - �I TOILET t WORK 1 ---- ----- - - - - - - - - ------------------ ------------- ------ --- - --- -- - t 1 -- - - - - - - - - - - - -- - ------------------- - o --r -e- - --- - - 1 1 I I 42 3ecUr4y grille 1 30' x 30' I WORK I I access panel Existing sprinkler I i I LOBBY t I ( I OFFICE i 100 1 CORRIDOR PFFICE j pipe B 1- 00 �� �` �� A2.2 CONFERENCE I ICD TOIL I I CL6S0 C♦ I B OFFICE%%- - - - - - ----------- - - - - - - -- � I I URES I I BUSINESS I ( I O TO I l43 PUBLIC I I I I ELEV. 0 J I I ® I TOIL j - - - - - - - - -EXAM JANITOR BREAK ROOM -------,-,-------- ---------------, ---c I I j Stoir� 'L ---------- — - — --- — - — -- --- ® ---- --------- &OIL I I TOIL F.E.C. I DF I I F.E.C.E. j ' EXISTING PHYSICIAN OFFICES I I I I OFFICE I OFFICE EXAM I WAIT -------'+r----+----------------------�--a--• 1 I i I ------------- - -------------------- ------------------------- ----Z ---- I I I --------------- ----- -- I I I I I I Ground Level Floor Plan NORTH A2.0 118 ' - P-0' —3t„ NOTE: Contractor to verify Integrity of all fire rated Stair and smoke tight wall In construction area. "M■ Patch and repolr as required. Lyndon T. Pollock Registered Architect AR0006747 Project No. 09005.00 61612012 1:30:47 PM ...\cd\A2.0 Floor Plon.dgn ©2012 BHIPK Architects, Inc. N �r wm1nuvuo wyv metal closure 2 LIGHT COVE DETAIL A2.1 1112 • = I'-0' 3 LIGHT COVE DETAIL 4 LIGHT COVE DETAIL A2.1 1112 ' = 1'-0' ypsum board on ,c. metal studs secure to ;lure above InQ hel�ht� 9'-0' ypsum board on 9.c. metal studs secure to oture above light fixture i j I I i I I LI I j i EQUIPMENT I STORAGE . i • • j • • I - I 124 j � j I I Existing ceiling to remain j Indicates return air grille EQUIPMENT CLEANUP • I • • I • • o 125 i STORAGE j STORAGE I j l21 j 120 j (Open to structure I Open to structure i j I -----------------}--------------------- -------------------------------- ---------------- I InQ heighht ELECT. • 8'-0' gypsum board on o.c. metal studs secure to structure above g' gypsum board on metal framing. Secure structure above. .'elling height E7 = 76 ' gypsum board on ?V2' metal framing. Secure o structure above. .ED light fixture 'ellIng height ' gypsum board on 1 ' metal framing. Secure to structure above. gypsum board on o.c. secure to icture above ling height =z3'=0r gypsum board on metal framing. Secure structure above. light fixture gypsum board on I'o.c. metal studs secure to ructure above ELECT. •• ■ ■ ■■0■■ ■ / 1 NON■ ■ ■��■■ ■ ■■■■■■■■■■�`� ■■■■�■■■■■■■■■ I■■■■■■■■■■■■■I■■■C■■■■■I �:►;�ia>~��:►.��I■ ■■1 I■■B■■■■■■I Il�III ■■■■Fri 'I__-.,__...■■�■■■0■I ■ I■■1■■■m■■■I Ifi®1 I■ v ■I 11■ ■1 ■■■■■ I■mo■I I Emma I i ■ i l■ ►10■I ►1 I■ ► 0 ■I I■ ■■■■ ■ ► ■■lFm� ■■■NIA■oil■ ■I ■■ I■ r�■ OMNI I■ I■■■■� �.■■■■■ ■■■■h■►�iIII11■ ■1 I■■■■■■■■■I 1■ s e����l ,■■■■I ■1 '■■�■ O ■_■■■I i ■ ■ —. 1mom LKC ■0■■ I� ■'►1 ■■I ■ �w10■ ■ MEMO■■■ ■ ��'�i' ■ ■ ■■0■ 1 ••• ■N■ IMM1■0RWII■■0■II■■■w ■■■r■■■ ■■■■I 1■■!■ 11 ■� ■■ ° ■■ ° ■al ■■■■■ 1■■■IR - ■■■INN 1■ ■■ ■1 LJ■ ■■ 0■ ■II ■ ■ ■I 1■ ■ ■1■I r ■■■ ■■■I ■■■■■■ ■■ ■■■■I IN,, �1■1 ■0■ ■■ � �■ ■0■I MEMO % 1 NONE ILE�!,IMM 1■■1■ ■1 0=■ �_�_�■■�. ■■■I SIN 1 3i.LC►Z1Ytlf:iYil1`+ ■1 ��'' ■■■NI �_•-� ■��1������ ■■■■1 .. 1■■I■■111■I I■III■■■I■ ■i ■!■■IN NONNI son .■ 1■ ■ ■1 �� _ l��l�Mloom■�J _ r ■_ 11 ■0■I ■■■0oi MA ���������■�� `� L—- ■��J■O■■I..II.' _ �I Lii� II�liii�lfilllll �I■■ ■ ■■■■■ ■ ■L�J■■■ ■ ■■■■■ ■ ■■I■■■■■■■■■■■I■■■l!■■■■■�■■■A■■■■■■■■1 I■■■■■■■■■fi■■■ • ■■■■■■■■■■■IINN 11101111111 pn --.- • NONE 1■NN3 --- IN■Nip • ■■■N■ • . ■N■■■" „0 .fit 1■■N■ 2 x 4 lay -in fluorescent light fixture • Exhaust grille Indicates fire sprinkler head ■■II ■ ■ i ■■■■■■■� -- ° ■ ■ OEM MEMO ■■1son ■0■■■■■� ■ ■1° ■e■ �_------ ■N M ■■la INUN ■ ■I■— !�®rl % it ■1F■ s e MENEM■ ■■■a■SEEN ►1 ■■1 ■■ I■■■ ■ 1 ■■■i-ilrm■ _!4 1 loan E M NEELJ i 1 • Supply air grille Indicates wall cabinet to ceiling STAIR Gyppsum board ceiling with light cove --�TI-------------------------- • Gypsum board light cove j OFFICE j • i&WINE1• PROCEDURES I I TOIL I 14 x&,-. PUBLIC I I I • ELEV. J I I I TOIL u? ------ ---- ----- -- --- - - }�}------- --- --- -- --- µ}-- -EXAM- --- -----------}}{ 0 -- --- ------ - - - - - -- --------------- --- - ----- --- - - - -- - ."I --------- J i TOIL I I TOIL JANITOR I I I I CLOSET I I EXISTING PHYSICIAN OFFICES I I I I I I I I WAIT BREAK j OFFICE I OFFICE EXAM I EXAM EXAM ROOM I I I I I I I I I I I I I I I Stair I I I "L 1 REFLECTED CEILING PLAN NORTH A2.1 118 ' = 1'-0' Stair Lyndon T. Pollock Registered Architect AR0006747 Project No. 09005.00 A2. I ©2012 BH/PK Architects, Inc. 61612012 1:30:25 PM ...\cd\A2.1 Celling.dgn Soap dispenser 5 -6 N 0 N 0 � o o � N Mirror Towel a Tollet tissue dispenser 42' grab bar typ. 36' grab bar typ. Napkin dispo 42'grob bar Tollet tissue dispenser Napkin disposal 36' grab bar Toilet tissue dispenser 42' grab bar 2 ENLARGED TOILET PLAN A2.2 1/4 ' • 1'-0' Toilet accessories - provided by owner Installed by contractor la -la NOTE: Contractor to provide Alternate •l deduct to leave these two toilet rooms unfinished. Plumbing, electrical and HVAC to be stubbed out. No drywall, ceiling or flooring. ENLARGED TOILET PLAN A� 1/4 ' = I'-0' Tollet accessories - provided by owner Installed by contractor 6'-r Towel dispenser Soap dispenser Mirror Towel dispenser Meal \ ",j Mirror ------ �=i 2 Soap dispenser Napkin disposal O 1 A2.2 y� 42' grab bar 36' grab bar i 1 Toilet tissue 1 dispenser 4„ z i 4 ENLARGED TOILET PLAN A2.2 1/4 ' = I' O' Tollet accessories - provided by owner Installed by contractor ELEVATION 'A' ELEVATION 'B' 5 TOILET ROOM ELEVATIONS A2.2 1/4 • • 1'-0' grab bar ror 1p dispenser Patch wall where hose cabinet was removed ELEVATION 'C' Towel dispens The NOTES: 1. Toilet accessories are provided by Owner and installed by Contractor. 2. Refer to wall finishes sheet A6.1 for additional information. F.E.C. Single stack area for security grllle system. Verify size with grille manufacturer. Existing sprinkler pipe Existing roof droln leader — ENLARGED FLOOR PLAN NORTH A2.2 1/4 ' • I'-0' Toilet accessories - provided by Owner Installed by Contractor Partial height wall Soap dispenser Napkin disposal 36' grab bar Tollet tissue dispenser Project No. 09005.00 A202 12012 BH/PK Architects, Inc. 6/6/2012 1:29:46 PM ...\cd\A2.2 Enlarged Plans.dgn Gypsum board llglt cove N N V- s �D 7 a- N 0 00 \ � o V- N — N er O Solid surface countertop 2 A3.1 0 io 0 N Plastic laminate) RECEPTION A3.0 %4' • 1'-0' Plastic laminate 3 closure panel, A3.1 r A ODO ■0 9 WORK A3.0 %4' • P-0' I'-41' N 1'-6%2 2'-D' 6%2 rl _7NNDEXA A3.0 %4' • I'-0' Provide locks on lower cabinets valence 2 RECEPTION A3.0 %4' • 1' 0' Butt Joh Refer to sheet A4.0 for more information on the glass panel �o CURVED WALL A3.0 %4' - P-0' Plastic laminate closure panel, o •\ \ / / L• N Wr- — Uglt valence �8 ST EREOT ACT IC A3.0 %4' ' 1' 0' Provide locks on lower cabinets in zo Solid si counterl s rTcL.crr iUiv A3.0 %4' • P-0' Plastic laminate closure panel, 0 8'-10, Solid surface\ — countertop V V \I V v V 0 N o / •\ �— 18' deep base cabinet EDUCATION OASIS A3.0 %4' • 1' o• 0 Support N n qW n I'-6• K_19_s TECH AREA A3.0 %4' • 1'-0' oPO \ /- opelr! 4 RECEPTION �-o%4' • P-0' �2 CONF./LIBRARY A3.0 %4' - 20 TECH AREA A3.0 %4' • P-0' le 5 RECEPTION A3.0 %4' • P-0' Solid surf oce countertop Soap dispenser o ' N N �o Towel dispenser o \ REF Verify Full depth divider panel rlT BREAK ROOM A3.0 %4' • 1'-0' Provide locks on lower cabinets 41 �I 2� LINEN CABINET A3.0 %4' • P-0' M c M 0 cc Curved wall see sheet A2.0 Acoustical ceiling Bottom lit etched glass 5 Solid surface top A3.1 N " ri open "' — — s FRONT SI GNAGE CHECK IN �-o%4' • 1' 0' �-o%4' • P-0' 6'-9' �14BREAK ROOM A3.0 %4' • I'-0' valence 0 N O 1'-5%21'-5%2' Uglt valence MAMMO NL r22 ULTRASOUND 23 ROOM A3.0 %4' • 1'-0' Provide locks on A3.0 %4' • 1'-0' Provide locks on sink base cabinet lower cabinets 0 N 4 A3.1 P-8' 1'-8' P-8' I'-8' P 2'-0' Butt Jolt �— UgN volence — Soap Dispenser — Paper Towel Dlspe 24 SCREENING/MAMMO A3.0 Y • 1'-0' Provide locks on sink base cabinet 8 CHECK IN A3.0 %4' • 1'-0' iolld surface ;ountertop N Plastic laminate film on inels Refer to sheet A4.0 for more Information on the glass panel �s CURVED WALL A3.0 %4' ` P-0' Lyndon T. Pollock Registered Architect AR0006747 Project No. 09005.00 A3e0 ©2012 BH/PK Architects, Inc. I 61612012 1:29:21 PM ...\cd\A3.0 Inter elev.dgn w` a- v Pn o v N _ 1 RECEPTION A3.1 314' - 1'-0' 2'-p Solid surface countertop Computer troy location by Owner Installed by contractor Plastic Laminate on layer plywood to 34 thickness to molntal curved surface 314' plywood subbase Countertop brace, 1'-0' radius on 314' ;curved surface) plywood with plastic laminate flnlsh provide as required and shown on elevation, maximum spacing 5'-0' unsupported length Securely anchor cabinets to wall blocking (Typical) Countertop material varies. Refer to finish plans. Wire pulls, typical all cabinets Drawer body: %' maple veneer plywood sides and back; %' maple veneer plywood sub -front: %4' maple veneer plywood housed bottom 314' maple veneer plywood wlclear coat Plastic laminate cabinet doors 4' toe space with base typical a:- 2 RECEPTION A3.1 314' = 1'-O' TYPICAL CABINET SECTION T WORK STATION 314' - P-O' A3.1 314' = P-O' Solid surface countertop Computer tray Countertop brace, P-O' radius on 314' plywood with plastic laminate finish spended acoustical the ceiling. Ight as shown on Interior ,vat) ons 7st1c laminate closure panel 4' maple veneer plywood construction erlors wlclear coat justable shelves 5mm holes, ' o.c. with locking clips I/ construction as fed on the drawing 7stic laminate cabinet door er cabinet light fixture Igh plastic laminate back side splash sealed to the f with clear sealant i' plywood countertop with I' plywood built-up subbase ;tic laminate on all exposed faces iputer tray location by Owner alled by contractor untertop brace, )'-O' radius on '4' plywood with plastic /amlnote 11sh kl b PIZ sspended acoustical the ceiling. ;Ight as shown on Interior ovations ostic laminate closure panel 9'-0' ceilings '4' maple veneer plywood construction 'erlors wlclear coat f justable shelves 5mm holes, I' o.c. with locking clips Ill construction as )fed on the drawing ostic laminate cabinet door Eder cabinet light fixture IN valence where shown on elevations ' plywood countertop with ' plywood built-up subbase 7stic laminate on all exposed rfoces ower body: ' maple veneer plywood sides d back; V. maple veneer plywood sub-frant: ' maple veneer plywood housed bottom re pulls, typical all cabinets 14' maple veneer plywood th clear coat 1 justable shelves 5mm holes, 4' o.c. with locking clips lostic laminate cabinet doors toe space with base 'plcal 0 /'-2' clear inside 2'-0' III See�P�red I Ilk — ii--- TYPICAL CABINET SECTION 4 CABINET SECTION 314' _ I'-O' A3.1 314' - V-O' ounrerrop marertoi varies. efer to finish plans. rower body: %' maple veneer plywood side: nd back; 4' maple veneer plywood sub-fror 4' maple veneer plywood housed bottom toe space with base pica/ B WORK STATION DRAWERS A3.1 314' = P-O' 9 LINEN CABINET A3.1 314' - 1'-O' Suspended acoustical the ceiling. Height as shown on interior elevations Plastic laminate closure panel at 9'-0' ceilings 314' maple veneer plywood construction Interiors with clear coat Adjustable shelves 5mm holes, I%4' o.c. with locking clips Wall construction as noted on the drawing Plastic laminate cabinet door Valence and under cabinet light fixture where shown on elevations 4' high plastic laminate back and side splash sealed to wall with clear sealant 3, plywood countertop with 4' plywood built-up subbase plastic laminate on oil exposed surfaces Plastic laminate on 3 ' thick plywood Wire pulls, typical all cabinets 314' maple veneer plywood with clear coat Flush overlay cabinet design with (2) hinges per door 4' toe space with base )elves 5mm holes ocking clips ate cabinet door Light control Transformer Electrical rec 5 CHECK IN A3.1 314' - V-O' Suspended acoustical the ceiling. Height as shown on interior elevations �loFRONT SIGNAGE A3.1 314' _ /'-0' tob)Ilze top 5 sign. Nominol �2 ;e countertop xture Co N king at both Mass '-'to surface countertop nputer tray location intertop brace. I'-O' radius on 4' plywood with plastic laminate ilsh RAU Project No. 09005.00 A391 61612012 1:28:54 PM ...\cd\A3.1 Inter elev.dgn ©2012 BH/PK Architects, Inc. i N o v N 14- N v � o N 00 N 6- � o v- N i� Co 0 Aluminum storefront framing with laminated glazing. Color to match existing N 2' 2' 3'-5' 16'-1' field ver, 2' 2' 5' 3'-5' 4 11'-0' Field verify 2' 2' 2' 2' 2' 2' 3'-5' 3'-6' 3'-5' 2' Y. 3'-5' — 17'-9' Field verify 2' 2' 2' 4'-3' 4'-2%,• 4'-2y,• — 2' 4'-3' , , ., .. .. ». ,..:..♦�• \ \C .t E.\`». v .. +.. «t... ... :.. �\.\ as .', ........ ...Z; \., \ . , ..\,.\..� .......� ,,.,......,.\ L1, .a`,„ \� ,, :\ „i a. \ N Existing columns Grade "' Grade Finish Floor ---------- —— - — - — - — - — - — - - - - - - —--E�,—O;-O.---------------------------------------------------------------------------- —� Existing exterior wall NOTE: Storefront framing to be Kowneer IR 500 with laminated glazing i� PARTIAL NEW EXTERIOR ELEVATION 114 ' - I'-0' Window stool Face of gyps. wall below Gypsum boa stud partltl for wall typ 4 WALL SECTION A4,0 314 • = r o• EXTERIOR COMPONENT CERTIFICATION COMPONENT FL ' ALUMINUM STOREFRONT FRAMING SYSTEM FL-8767-R3 9 WALL TO WINDOW CLOSURE ad Ith ;h Cont. alum channel at wall and window Existing fire rated floor assembly UL D929 Existing metal deck ' Type 'x' -- — — — —i i — — — — — — — — — gypsum board cut around metal deck i and sealed tight to floor slab with 3%' metal studs approved fire caulk at 1' 4' o.c. i less than %4' gap i continuous both sides Sound attenuation i i butts i UL 465 or UL 411 Provide two layers of gypsum board at 2 hour wall i5 \ HEAD OF WALL DETAIL .063 alum closure, flnlsh to match alum window set In sealant & secure to window & alum channel wl countersunk screws 0 6' o.c. (typical) Alum window Acoustic Insulation A4.0 IV2° ` 11-4" Existing fire rated floor assembly UL D929 Existing metal C G 0 G C deck a a a ' Type 'x' gypsum board cut around metal deck and sealed tight to floor slab with approved fire caulk less than %4' gap continucus 6� ELEVATION AT HEAD OF WALL A4.0/ 1%2' = I'-0" Window sill Face of gypsum board wall below Extend new partition to existing wall under window sill Gypsum board & metal stud partition. Top of wall to top of sill. Refer to ll A4,0 Io WALL TO WINDOW Alum window Ili'-rr NOYINA1 I I K��7COLUYN COVER DETAIL �-01112 ' • 1'-0' II LOW WALL DETAIL empered curved glazing urved wall refer plans Adhesive caulk Column cover cut from 30' diameter sonotube. Finish with drywall Joint compound. Angle clips - topcon to floor. Attach tube with countersunk flathead sheet metal screws. Existing steel column with fireproofing 3%' metal studs 0 1'-4' o.c. Sculptured vinyl base Tempered curved glazing f naller pured vinyl base 3 CURVED WINDOW SECTION A4.0 1112 • - I'-0' �8CURVED WINDOW ELEVATION A4.0 112 • • I'-0' Secure metal plate to studs wltM/8' pop rivets or self tapping pan head screws (min.three) f6go.6 In wide plate spanning 2 studs min. (typ) Metal studs STEEL PLATE WALL REINFORCEMENT SEE PAN Gypsum board & metal stud partition. See plan for partition type Anchoring device Fire Retardant 2x wood i blocking secured to studs WALL BLOCKING WALL REINFORCEMENT I2 WALL REINFORCEMENT A4.0 1�2" - 1/-0" ling ved tempered glazing h decorative film Maple trim t Joint or Project No. 09005.00 A400 61612012 1:28:31 PM ...\cd\A4.0 Sections .dgn ©2012 BHIPK Architects, Inc. I N 0 N v N 0 v N o � d Design No. D929 Restrained Unrestrained Unrestrained Min Mineral February 07, 2003 Assembly f Assembly Beam & Fiber Board Rating Hr Rating Hr Rating Hr Thkns In Restrained Assembly Rating-1,1-1/2, 2, or 3 Hr 1 1 1 . 3/4 (See Items 1, 5, 9,10,14) 1 / 1 2 1 1 3/4 1-1/2 1-1/2 < 1-1/2'? 3/4 Unrestrained Assembly Ratings - 0 Hr (See Item 4 & 5)... ........... ........... ...... t ............................... , ...... 2 1 ' 1 ' 3/4 Unrestrained Beam Ratings - 1, 1-1/2 or 2 Hr ( See Items 5, 10 & 14 . 3 2 2 . 1-5/8 1. Supports-W8x28 min size steel beams. 2. Normal Weight or Lightweight Concrete- Normal weight concrete carbonate or siliceous aggregate, 3500 psi compressive strength vibrated. Lightweight concrete, expanded shah or slate aggregate by rotary -kiln method, or expanded clay aggregate by rotary -kiln or sintered-grate method, 3000 psi compressive strength, vibrated, 4 to 7 percent entrained air. Restrained Concrete Concrete Unit Concrete Assembly Rating Hr (Type) Weight p d Thkns In. 1 Normal'a'iTeight 147-153 3-112 1-1/2 Normal Weight t 147-153 ` 4 2 Normal Weight > 147-153 4-1/2 3 Normal Weight £ 147-153 5-1/4 x 3/4 or 1 Lightweight;; 107-113 > 2-1/2 .:...,,..........................w.......... ... ».,.....».......,..a.«..wa..,,:r.<,..,rxaavwaa,:oa,w: 3 _ Normal Weight 1 147-153 5-1/4 (See Item 6) 1 r Lightweight 107-120 2-5/8 1-1/2 Lightweight 107-113 3 .::.:...:.:...»,..,»,.»,.,,..:.....,......,.......:.,::......,,.......::..:....,. 2 .,,.....,,... ... ......... ......... ....... .::...::.,,, �.,.,,,.,.....»...:.f:....,....:.:.::.,,:.:...:.,......,,..,».,.:...........,,....:,F,,,,»,.:::.....,...»..,...,,....,......., Lightweight } 107-113 3-1/4 .:........:.......:..........:.,v:............,................ ..............,....,,., 2 .,,.,..,.,,....:......:......:::..::.,.»»»..»,...�:.,�..::F:...............,,......,.,.................,,,...,...,.,.., Lightweight ..,:.,,.,.....,...,...:........,,,.,,..., 107-116 ' 3-1/4* 2 Lightweight 114-120 < 3-1/2 3 Lightweight 107-113 4-3/16 3 Lightweight < 114-120 ` 4-7/16 *For use with 2 or 3 in. steel floor and form units only. 3. Welded Wire Fabric - 6 x 6, 10 x 10 SWG. 4. Steel Floor And Form Units* - Composite 1-1/2, 2 or 3 in. deep galv units. Fluted units may be uncoated or phosphatized/painted. Min gauges are 22 MSG for fluted and 20/20 MSG for cellular units. The following combinations of units may be used: (1) all 24 or 36 in. wide cellular. (2) all fluted. (3) one or two 3 in. deep, 12 in. wide, 18/18 MSG min cellular units, alternating with 3 in. deep fluted or other cellular. (4) any blend of fluted and 24 or 36 in. wide cellular (5) 3 in. deep, 30 in. wide cellular with 8-1/8 in. wide valley along side joints may be used when 3/8 in. diam reinforcing bars are placed 1-1/2 in. to each side of side joints and 1 in. above bottom of unit. (6) Corrugated, 1-5/16 in. deep, 30 in. wide, 24 MSG min galv units that shear wires factory welded to deck corrugations. Welded to supports 12 in. OC. through welding washers. For shear wire spacing of 8 in. or less the steel deck stress shall not exceed 20 KSI. For shear wire spacing greater than 8 in. OC. but less than or equal to 2 in. OC. steel deck stress shall not exceed 12 KSI. CONSOLIDATED SYSTEMS INC - 24 or 36 in. wide, Types CFD-2, CFD-3; 24,30 or 36 in. wide Type CFD-1.5; 24 in. wide Type NC; 24 in. wide Type Versa-Dek® S, LS, XLS. Units maybe phos/ptd. Spacing of welds attaching units to supports shall be 12 in. OC for 24 and 36 in. wide units, four welds per sheet for 30 in. wide units. Unless noted otherwise, adjacent units button -punched or welded together 36 in. OC along side j oints. 5. Mineral and Fiber Boards - Boards cut in various widths to be compatible with the size of beam being protected. Boards placed parallel with the flange of the beams being protected. Boards placed parallel with the flange of the beams are cut the width of the flange. Boards placed parallel with the web of the beams are cut the width of the beams (web side) plus twice the board thickness. The voids created by the flutes above the beam to be filled with mineral wool batts having a nom density of 4 lb per cu ft. ALBI MFG, DIV OF STANCHEM INC - Type Dri-Clad. 6. Noggings- Min 1-1/2 in. thick, pieces of mineral and fiber board (See Item 5). Cut to friction fit between beam flanges. 7. Fasteners - The boards are fastened to the noggings and to each other by means of spiral type screws, spaced a max of 6 in. OC. The fasteners are installed on both sides of horizontal joints. 8. Shear- Connector Studs - Optional - Studs 3/4 in. diam by 3 in. long, for 1-1/2 in. deep form units to 5-1/4 in. long for 3 in. deep form units, headed type or equivalent per AI SC specifications. Welded to the top flange of the beam through the steel form units. 9. Electrical Inserts - (Not shown) Classified as "Outlet Boxes and Fittings Classified for Fire Resistance". H H ROBERTSON - Preset Inserts. For use with 2-1/2 in. lightweight concrete topping over QL-WYX steel floor units. Installed over factory - punched holes in floor units per accompanying installation instructions. Spacing shall not be more than one insert in each 14 sq ft of floor area with spacing along floor units not less than 48 in. OC. The holes cut in insert cover for passage of wires shall be no more than 1/8 in. larger diam than wire. Restrained Assembly Rating is 3/4 hr with Tapmate II-FS-1 and I hr with Tapmate II-FS-2 inserts. H H ROBERTSON - Tapmate II-FS-1, II-FS-2; Series KEB. WALKER SYSTEMS INC - After set Inserts. Single -service after set inserts installed per accompanying installation instructions in 2-1/2 in diam hole core -drilled through min 3-1/4 in. thick concrete topping to top of cell of any min 3 in. deep cellular steel floor unit specified under Item 3. Spacing shall be no more than one insert in each 10 sq ft of floor area in each span with a min center to center spacing of 16 in. If the high potential and low potential raceways of the cellular steel floor unit are separated by a valley filled with concrete; the center to center spacing of the high potential and low potential single -service after set inserts may be reduced to a min of 7-1/2 in. Restrained Assembly Rating is 2 hr or less with internally protected Type 436 after set insert with Type M4-, M6- or NIS Series single -service activation fitting. WALKER SYSTEMS INC - Internally protected Type 436 after set insert with Type M4-, MS- or M8- Series single -service activation fitting. Boards* - (Optional, not shown. For u t - e concrete i era) and Fiber Boa r use with he 3 1/4 in. lightweight i ht 10. Mineral (p g g topping only) Appl ied lied over concrete floor with no restriction on thickness. When the insulation is used the Restrained Assembly Rating is reduced to 1-1/2 h. See Mineral and Fiber Board (CERZ) category for names of manufacturers. 11. Roof Covering Materials* - (Optional, not shown) Consisting of materials compatible with insulation described herein which provide Class A, B or C coverings. See Built -Up Roof Covering Materials in Building Materials Directory. 12. Insulating Concrete - (not shown) Optional. Various types of insulating concrete prepared and applied in the thickness indicated: A. Vermiculite Concrete - (not shown) Optional. 1. Blend 6 to 8 cu ft of Vermiculite Aggregate* to 94 lb Portland Cement and air entraining agent Min thickness of 2 in. as measured to the top surface of the structural concrete or foamed plastic (Item 10) when it is used. ELASTIZELL CORP OF AMERICA W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV 2. Blend 3.5 cu ft or Type NVS Vermiculite Aggregate* to 94 lb Portland Cement. Slurry coat, 1/8 in. thickness beneath foamed plastic (Item 10) when used, 1 in. min topping thickness. W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV Vermiculite concrete may be covered with Roof Covering Materials (Item 8). B. Cellular Concrete - Roof Topping Mixture* - Concentrate mixed with water and Portland cement per manufacturers specifications. Cast dry density and 28-day min compressive strength of 190 psi as determined with ASTM C495-66. CELCORE INC - Cast dry density of 31 (+ or -) 3.0 pcf. CELLUFOAM CONCRETE SYSTEMS, DIV OF CELLUFOAM CONCRETE OF - Cast dry density of 30 (+ or - 3.0 ) pcf. CELLULAR CONCRETE L L C - Cast dry density of 37 (+ or -) 3.0 pcf. ELASTIZELL CORP OF AMERICA - Type H. Mix #1 of cast dry density 39 (+ or -) 3.0 pcf, Mix #2 of cast dry density 40 (+ or -) 3.0 pcf, Mix #3 of cast dry density 47 (+ or -) 3.0 pcf. C. Cellular Concrete - Roof Topping Mixture* - Concentrate mixed with water and Portland cement per manufacturers specifications. 28-day min compressive strength of 190 psi as determined with ASTM C495-66. W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV - Mix No. I or 2. Cast dry density of 32+3 (Mix No. 1) or 36+3 (Mix No. 2) pcf. D. Perlite Concrete - 6 cu ft of Perlite Aggregate'" to 94 lb of Portland Cement and 1-1/2 pt air entraining agent. Min thickness 2 in. as measured to the top surface of structural concrete or foamed plastic (item l0A) when it is used. See Perlite Aggregate (CFFX) in Fire Resistance Directory for names of manufacturers. E. Cellular Concrete -Roof Topping Mixture* -Foam Concentrate mixed with water, Portland Cement and UL Classified Vermiculite Aggregate per manufacturer's application instructions. Cast dry density of 33 (+ or -) 3.0 pef and 28-day compressive strength of min 250 psi as determined in accordance with ASTM C495-86. CELLULAR CONCRETE L L C -Mix No. 3. UL DETAIL D929 - EXISTING FIRST FLOOR DECK W R GRACE & CO - CONN CONSTRUCTION PRODUCTS DIV - Mix No. 3 13. Foamed Plastic* - For use only with cellular concrete. Nom 24 by 48 by max 8 in. thick polystyrene foamed plastic insulation boards having a density of 1.0 + 0.1 pcf encapsulated within cellular concrete P g ty P P topping (Item 98). Each insulation board shall contain six nom 3 in. diam holes oriented in two rows of three hole each with the holes spaced 1� m. OC transverse) and 16 m. OC longitudinally. s P Y See Foamed Plastic* (BRYX) category in Building Materials Directory or Foamed Plastic* (CCVW) category in Fire Resistance Directory for list of manufacturers. 14. Foamed Plastic* - (Optional, not shown. For use with 3-1/4 in. lightweight concrete topping only - Polyisocyanurate roof insulation, applied over concrete floor with no restriction on thickness. When the insulation is used the Restrained Assembly Rating is reduced to 1-1/2 h. See Foamed Plastic (CCVW) category for list of manufacturers. *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright ® 2005 Underwriters Laboratories Inc.® System No. W-1.-1039 (Formerly System No. 605) F Rating--1 Nr T Rating--0 and 2 Hr (See Item 2) SECTION A -A 1. Wall Assembly -The fire rated 9g�psum wallboard/stud watt assembly shall be constructed of the materials and In the manner specified in the Individual U300 or U400 Series Wall and partition Designs in the UL Fine Resistance Din:ctoly and shall, include the following Construction features: A. Studs-1Ya11 fnrlting 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. Steel studs to be min 2.1/2 in. wide and spaced max 24 in. OC. S. Batts and Blankets*-fiom 1.1/2 in. thick mineM wool batU friction fitted to fill Interior of stud cavities. C. Wallboard, Gypsum ' -The gypsum wallboard type, thickmess, mimbetr of Layers and orientation stia be as specified in the individwE Wail and artition Design. Max dialn of opening is 6 in, 2. Through Penetrants--Qne metallic pi k conduit or tubing to be installed in either concentrically or eccentrically, within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of wait assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel�Pf a_-Nom 4 in. diam for smaller Schedute 10 or heavier) steel pippeThie annular-ce shan be min Mo whei steel pipe is used T Rating is 0 hr. B. Conduit-Nom 4 in- diam ar smaller steel electrical metallic tubing or steel conduit, The annular space shalt be min 1/4 to max 1-5/9 in. When conduit is 1/2 in. diam or less. T Rating Is i hL C. Copper Tubing -Nuns 4 In. diam (or smaller) Type L (or heavier) copper'tubing. the annular space shaft be min 1 4 to max 1-5/9 in. When topper tubing is use4 T Rating is 0 hr. 3. forming 142terial'-Mfn 2.1/2 in. thickness of min 3.9 pcF n+lneral wool Batt insulation firmly packed into opening as a permanent form. Forming material to be nctssed from both surfaces of wall to accommodate the required thickness of fill materiaL. US6 interiors Inc. --Type SAF 4. Fill, Veld or Cavity Materiat`-Min 1/2 in. thickness of felt material apptied within the annulus, flush with both surfaces of wall. Dry mix material mixed at a rate of 2.1 parts dry mix to 1 part water by weight in accordance with the accompanying Installation instructions. United States GYPSUMCo.-Type Co.-Y a FC 4A. lilt, Yofd or Cavity NettMatr -Kat Shawn -Iwo component lilt material used as an attemate to Item 4. 14in 1/2 in. thickness of Fill material h flush with surfaces - applied within the annular, s t both su aces of wall. Ready mixed component mixed with accelerator component at a rate of 66 parts of ? ready -mixed component to 1 part of accelerator component by weight In accordance with the accompanying installation instructions. United States Gypsums Co. -Type RFC 'Beating the UL Classification Marking 2 UL DETAIL W-L-1039 A4.1 System No. C-AJ-1276 F Rating - 3 Hr T Rating - 0 Hr A - UY �I A v SECTION A -A 1. Floor or Wall Assembly - Min 4-1/ 2 in. thick reinforced lightweight or normal weight (1.00-150 pcf) concrete. Wall. may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 6 in. See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers. 2. Through Penetrants - One metallic pipe, conduit or tubing to be cen- tered within the firestop system. Pipe, conduit or tubing to be rigidly supported on both sides of floor or wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. A nom annular space of 3/4 in. is required within the firestop system. B. Conduit - Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. A nom annular space of 3/4 in. is required within the firestop system. 3. Firestop System - The firestop system shall consist of the following: A. Packing or Forming Materials - Optional - One of the follow- ing packing or forming materials may be used: Al. Foam backer rod tightly packed into the opening as a pennanent form. Packing material to be recessed from the top surface of floor or both surfaces of wall as required to accommodate the required thickness of putty. A2. Mineral Wool Batt Insulation - min 4 pcf, tightly packed into the opening as a permanent form. Packing material to be recessed from the top surface of floor or both surfaces of wall as required to accomodate the required thickness of putty. A3. Forming materials* - Forming material to be foamed into the opening as a permanent form. Forming material to be recessed from the top surface of floor or both surfaces of wall as required to accomodated the required thickness of putty. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -CF128-DW or CF511 Foam Sealant B. Fill, Void or Cavity Material* - Putty - Min 1 in. thickness of putty applied within the annulus, flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -CP 618 Firestop Putty Stick *Bearing the UL Classification Mark 3 UL DETAIL C-AG-1276 A4.1 i Design No. U465 Nonbearing Wall Rating -1 HR. 2 3 4T� 5 1. Floor and Ceiling Runners - (not shown) Channel shaped run- ners, 3-5/8 in. wide (min), 1-1/4 in. legs, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used} alv steel, attached to floor and ceiling with fasteners spaced 24 in. OC max. 2. Steel Studs- Channel shaped, 3-5/8 in. wide (min), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) gale steel spaced 24 in. OC max. 3. Batts and Blankets* - (Optional) - Mineral wool or glass fiber Batts partially or completely filling stud cavity. See Batts and Blankets (BZJZ) category for names of Classified companies. 3A. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) - Spray applied cellulose insulation material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. Nominal dry den- sity of 3.0 lb/ft.1. U S GREENFIBER L L C- Cocoon stabilized cellulose insula- tion. 3B. Fiber, Sprayed* - As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the applica- tion instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC - Cellulose Insulation 4. Gypsum Board* - 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in. OC in the field of the board. Joints oriented vertically and staggered on opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO -Types AG-C, AGX-C. BEIJING NEW BUILDING MATERIALS CO LTD -Type DBX-1. BPB AMERICA INC -Types 1, EGRG, ProRoc Type X, ProRoc Type C. BPB CANADA INC - ProRoc Type C, ProRoc Type X or ProRoc Type Abuse -Resistant. CANADIAN GYPSUM COMPANY -Types AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. G-P GYPSUM CORP, SUB OF GEORGIA-PACIFIC CORP -Types 5, 9, C, DAP, DD, DA, DGG, DS, G PFS6. LAFARGE NORTH AMERICA INC -Types LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO -Types FSK, FSK-C, FSK-G, FSW-C, FSW G, FSW. PABCO GYPSUM, DIV OF PACIFIC COAST BUILDING PRODUCTS INC -Type PG-C or PG-9 . SIAM GYPSUM INDUSTRY (SARABURV CO LTD -Type EX-1 STANDARD GYPSUM L L C -Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP -Type TG-C. UNITED STATES GYPSUM CO -Type AR, C, FRX-C, IP-AR, 1P-X2 IPC-AR SCX SHX. WRC or WRX. USG MEXICO S A DE C V -Type AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board - As alternate to Item 4 -Nom 5 8 in. thick - sum panels with beveled, square or tapered edges, applied YP vertica ly or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered or backed. Panels attached to steel studs and floor runner with l in, long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. CANADIAN GYPSUM COMPANY - Types AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. UNITED STATES GYPSUM CO -T ype AR, C, FRX-G, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V - Type AR, C, IP-AR, IP-X2, IPC- AR, SCX, SHX, WRC or WRX. 4B. Gy sum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. hip 4 f i installed described in Item 4A with r length t ck t wide, sta ed as desk bed to w t screw increased to 1-1/4 in. CANADIAN GYPSUM COMPANY -Types AR EP-AR. UNITED STATES GYPSUM CO -Types AR, IP-AR. USG MEXICO S A DE C V -Types AR, IP-AR. 5. Joint Tape and Compound - Vinyl, dry or remixed joint compound, applied in two coats to joints and screw heads; paper tape, 2 in. wide, embedded in first layer of compound over all joints. As an alternate, nominal 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard. Joints reinforced. 6. Resilient Channel - (Optional -Not Shown) - 25 MSG galv steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long type S-12 panhead steel screws. Not for use with Type FRX gypsum panels. 6A. Steel Framing Members (Not Shown)* - As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be over- lapped 6 in. and secured together with two self -tapping #6 fram- ing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members* - Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1-5/8 in. wafer or hex head Type S steel screw through the center grommet. Furring channels are friction fitted into clips. PAC INTERNATIONAL INC - Type RSIC-1. *Bearing the UL Classification Mark 4 UL DETAIL U465 �41 Lyndon T. Pollock Registered Architect AR0006747 Project No. 09005.00 A401 ©2012 BHIPK Architects, Inc. 61612012 1:26:32 PM ...\cd\A4.1 UL defolls .dgn N N F�OOM F-INISH SCHEDULE NO. ROOM NAME FLOOR BASE WALLS CEILING REMARKS � J Q I. Q v f` ca Z J Q Q) O DOT DENOTES U W W i-iJ J � �U ? N k ~ Z ? J FINISH LOCATION Q z v Q N Q W c� 100 LOBBY 1019 Varies 101 RECEPTION O O O • • 9"-0" 102 TOILET • • • • 8'-O' 103 CHECK IN • O • • 91-0= 104 WORK • • • • 9'-0" 105 WAITING O • O O 9'-0" 106 BOUTIQUE • • • • 9'-0" 107 DRESS • • • 1O 8'-0' 108 DRESS O O • 101 F-0" 110 TOILET O O • • 8'-0" 111 SUB -WAIT • O 1 O 01 1 9'-0" 112 WATER FEATURE • • • • • Varies 113 EDUCATION OASIS • O • • 9'-0" 114 NURSE OFFICE • • 1 O 1 • 8'-0" 115 CONF./LIBRARY • • • • 9'-0' 116 BREAK • • • • 8'-0" 117 TOILET • O O • 81-0" 118 MANAGER OFFICE • O • • 8'-0" 119 RECLAST • • • • 8'-0" 120 STORAGE Unfinished 121 STORAGE Unfinished 124 1 EQUIP. STOR. 125 1 EQUIP. CLEAN 126 CORRIDOR 101O 127 SOILED • • 128 CLEAN • • 129 TECHS O • 130 STEREOTACTIC • • 131 DEXA O • 132 CORRIDOR • • 133 SCREENIMAMMO • • 134 MAMMO/NL ROOM • • 135 ULTRASOUND O • 136 TOILET • O 137 PHYSICIAN OFFICE • • 138 DATA • • 138A DATA 139 MEN'S • • 140 WOMEN'S • O 141 CORRIDOR O O 142 CORRIDOR O j • 143 BUSINESS • • 145 ELECTRICAL O • Existing to remain Existing to remain • • 9'-0' • O 8'-0" • • 8'-0" • • 9'-0" O • 9'-0' • • 8'-0' O • 9'-0" • • 8'-O" • • 8'-01, • • 8'-0" • • 8'-0" • O 8'-0' • • 8'-0" Existing to remain • O 8'-0" • • 8'-0' • O Existing ceiling grid to remain • • Existing ceiling grid to remain • • 8'-0" • • 9'-0" SCHEDULE REMARKS AND NOTES NOTE: ALL FINISHES TO BE CLASS A FIRE RATED PARTITION Single layer %' gypsum wallboard on each side of stud attached with P type 'S' drywall screws 3%' metal studs M P-4' O.C. Acoustic attenuation or thermal insulation butt where indicated on plan with asterisk (=J q NON -RATED METAL FRAME HEIGHT: Gypsum board extends to 4' above finish ceiling AW unless otherwise noted. TYPES Single layer V type 'X' gypsum wallboard on each side of stud attached with I' type 'S' drywall screws spaced 0 8' O.C. along edge of board and 12' O.C. In fled of board. Extend and seal portltlon to underside of deck above. Caulk a//edges per U.L. descriptions. Acoustic attenuation bait 3%' metal studs 0 I'-4' O.C. 8 ONE HOUR FIRE/SMOKE RATED METAL FRAME (U.L.'U465) 2 asn Single layer %' gypsum wallboard on each side of stud attached with P type 'S' drywall screws 3%' metal studs v 1'-4' O.C. Acoustic attenuation or thermal Insulation butt where indicated on plan with asterisk (=J v C SMOKE PARTITION 3 HEIGHT: Gypsum board extends on one side to 4' obove wl flnlsh ceiling, extend metal studs and other side gypsum board to underside of construction seal tight and all penetrations seal tight. 518 ' TYPE 'X' GYPSUM WALLBOARD EACH SIDE APPLY WITH I' TYPE 'S' DRYWALL SCREWS 3%' METAL STUDS / AT I'-4' ON CENTER <D> NON -RATED METAL FRAME EA5D EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AND SEAL TIGHT. Bottom f str rt r dortom of structure r,Bottom of structureBottom of structure EL= •11'-7' EL . •I1'-7' EL .-11'-7' EL ° •11'-7' Seal along top of wall and at all �ulotion for sound penetrations. Refer to Seal along top of wall and at all rovlde four foot details 5 6 Seal along top of wall and at all penetrations at Tollet Rooms, penetrations for smoke Integrity Rooms and Offices. A4.0 A4.0 and sound attenuation. offing height Ceiling height Ceiling height Ceiling height 91-0' 91-0' OL 9'-0' 9'-0' OILt acoustical ceiling Suspended acoustical ceiling Suspended acoustical ceiling Suspended acoustical ceiling attenuation butt t where Indicated ,Ith asterisk (=) ,er %' gypsum wallboard ide of stud attached with P rywal/ screws. Extend to 4' pended ceiling 1 wall STC rating: 45-49 1 NON -RATED PARTITION �-o314 ' - 1'-0' Single layer %' gypsum wallboard on one side of stud attached with I' type 'S' drywall screws 3%' metal studs M V-4' O.C. `F> NON -RATED METAL FRAME HEIGHT: Gypsum board extends to 4' above flnlsh ceiling unless otherwise noted. 3%' me) undersl slob. Acoustic attenuation bott full height where Indicated on plan with asterisk (=) iingle layer %' type 'X' gypsum i )n each side of stud attached wi 'S' drywall screws spaced 0 8' 0 .dge of board and 12' O.C. In fle extend and seal partition to und, ieck above. Caulk all edges per t Seal along bottom of wall One hour fire/smoke rated metal frame (U.L. •U465) STC rating: 45-49 2 WALL SECTION - U.L. T 465 A5.0 314 ' = P-O' Single layer %' gypsum wallboard on each side of stud attached with I' type 'S' drywall screws 6' metal studs M 1'-4' O.C. Acoustic attenuation or thermal Insulation butt V F� NON -RATED METAL FRAME STC rating: 45-49 Ex 3� um SIC Acoustic attenuation bait full height where Indicated on plan with asterisk (=) Face layer %' type X gypsum board applied at right angles to studs with l' Type S drywall Acoustic attenuation bott screws 8' o.c.at vertical Joints full height where Indicated on plan with asterisk (=1 and 12' o.c. in field of board. Extend to 4' above suspended ceiling. 3%' metal fromJng up to underside of roof deck/floor slob. Single layergypsum wallboard Single layer' type 'X' gypsum wallboard on one side of stud attached with i' on each side of stud attached with P type type 'S' drywall screws. Extend to 4' 'S' drywall screws spaced a 8' O.C. along above suspended ceiling edge of board and 12' O.C. in field of board. Extend and seal portltlon to underside of deck above. Caulk all edges. Seal along Seal along bottom of wall bottom of wolf STC rating: 45-49 3 SMOKET IGHT PARTITION A5.0 314 ' : l'-0' Single layer %' gypsum wallboard on each side of stud attached with P type 'S' drywall screws 6' metal studs M 1'-4' O.C. Acoustic attenuation or thermal insulation butt .::. G SMOKE PARTITION HEIGHT: Gypsum board extends on one side to 4' above flnlsh ceiling, extend metal studs and other side gypsum board to underside of construction seal tight and all penetrations seal tight. Finish floor El - 0'-0' STC rating:50-54 4 NON -RATED PARTITION A5.0 314 • : I'-0' Lyndon T. Pollock I Registered Architect ARg006747 Project No. 09005.00 61612012 I:26:04 PM ...\cd\A5.0 Wall Types.dgn 1 © 2012 BH(PK Architects, Inc. I DOOR TYPES 0 Q N O N _ N, v � o - CO 7 a- v N DOOR SCHEDULE DOOR FRAME REMARKS DETAILS N (n J J W LLJ W J Y � Z Z O O� M V Q_ !� Z � k- Z Z a z � SIZE - Z � i Z U_ HEAD JAMB T HRSHLD cWn IOOA 20 (2) 3'-6" x 7'-0' 13/' D WOOD STAIN - HM PAINT 2/A5.1 2/A5.1 - 6 REUSE EXISTING IOOB 20 3'-0' x 7'-0" 1% D WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I CLOSER Type a Flush IOOC 16'-0" X 8'-0" - E ALUM - - - - 6/A5.1 - - - SECURITY GRILLE 102 3'-0' x 7'-0' IY4 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 FRAME TYPES 106 (2)-2'-6'X7'-7V2" WOOD STAIN 3/A4.0 3/A4.0 - - CURVED WINDOW 107 3'-O' x 7'-0" IY4 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 108 3'-0' x 7'-0' 13/' A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 110 3'-0' x 7'-0' 1%N A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 111 (2)-2 ' 1 -6 X7 -7V2 WOOD STAIN 3/A4.0 3/A4.0 - - CURVED WINDOW 114 3'-O' x 7'-0' IY44 A WOOD STAIN B WOOD PAINT 4/A5.1 - - 8 SLIDING DOOR 115A 3'-0' x 7'-0" 1%N A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I 3" Type B B1-Fold 115E 3'-0" x 7'-0" 14 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 1 2' Door width 2' Door wlarh JZ 116 3'-0' x 7'-0' 13/' A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 1 117 3'-O' x 7'-0' 1%" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 Type A Type 8 Hollow Metal Sliding 118 3'-0' x 7'-0' 13/" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I DOOR DETAILS i 119 3'-0' x 7'-0' 134" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I 120 45 4'-0" x 7'-0" 1%" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 3 121 45 (2)-4'-0' x 7'-0' I3/" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 5 CLOSERS 125 1 126A 4'-0' x 7'-0' 1314' A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 4 127 45 3**-Om x 7'-0" 1314" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 3 128 3'-0' x 7'-0' 13/" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 3 129 3'-0' x 7'-0' 134" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 4 130 4'-0' x 7'-0' 13/' A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I 131 3'-O' x 7'-0' 134 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I 132 20 4'-0' x 7'-0' 13/" D WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 7 133 3'-6' x 7'-0' 134 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 1 134A 3'-6' x 7'-0' 134 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I 134E (2)-1'-2' x 7'-0' 13/' B WOOD STAIN - WOOD PAINT 5/A5.1 5/A5.1 - - BI-FOLD 135 3'-6' x 7'-0' 13/' A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 1 136 3'-0' x 7'-0' 1314" A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 137A 3'-O' x 7'-0' 13/' A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - I 137B (2)-l'-2' x 7'-0' 134 B WOOD STAIN - WOOD PAINT 5/A5.1 5/A5.1 - - BI-FOLD 138 1 138A 1 139 3'-O' x 7'-0' 1314 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 140 3'-O' x 7'-0" 1% A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 2 1 141 142 4'-0' x 7'-0' 1%N A WOOD STAIN - HM PAINT 3/A5.1 3/A5.1 - 9 REUSE EXISTING 142A T HRU 142E 1 142C (2) 3'-6' x 7'-0' IV D WOOD STAIN - HM PAINT 2/A5.1 2/A5.1 - 6 REUSE EXISTING 142D T HRU 142H I 142J 1 144A T HRU 144F I 145A 3'-O" x 7'-0' 1 48 A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 4 145B 3'-0' x 71-0" 13/' A WOOD STAIN A HM PAINT 3/A5.1 3/A5.1 - 5 SCHEDULE REMARKS AND ABBREVIATIONS EXISTING DOOR TO REMAIN TO BE STRIPPED SANDED AND STAINED AND OPAINT FRAME. 20 20 minute fire rated door. frame and hardware 45 Y hour 'C' label fire rated door. frame and hardware 90 1 hour 'B' label fire rated door, frame and hardware ALUM Aluminum storefront system HM Hollow metal frame PL Plastic Laminate JAMB mpered glass 4' x 24' llte Type C Type D Half Lite Narrow Lite 2' 1 Door Width 2' Type C Hollow Metal Dbl. Egress ' g sum wallboard each side of 3' metal studs (refer to plans for wall types) Double studs l4' wood door with plastic laminate faces. Partition ai Rated hollow metal frame of g sum wallboard each side of 3 ' metal studs (refer to plans for wall types) Double studs Rated hollow metal frome Door refer to door schedule DOUBLE EGRESS HOLLOW METAL DETAIL 3" = P-0" JHm u HEAD 3 HOLLOW METAL DETAIL A5.1 3" = 1,-O" sum wallboard each side metal studs (refer 1s for wall types) studs metal frame efer to door schedule ]sum wallboard each f 3%' metal studs to plans for wall types) studs metal frame 'efer to chedule as schedule Wall mounted door track Door refer t, door schedul Type E Basis of design: Overhead Door Series 11683 Security Grille HARDWARE SCHEDULE SET I - 3 eo. hinges BB1363 4.5 x 4.5 x US32D I ea. Offlce/Entry set ND50RD x RHO x US26D I eo. Wall Stop Provide closer at door •IOOB SET 2 - 3 ea. hinges BB1363 4.5 x 4.5 x US32D I ea. Privacy set ND44S x RHO x US26D I ea. Wall Stop SET 3 3 ea. hinges BB1363 4.5 x 4.5 x US32D I ea. Storeroom set ND8ORD x RHO x US26D I eo. Closer 4041 x AL I ea. Wall Stop SET 4 3 ea. hinges BB1363 4.5 x 4.5 x US32D I ea. Storeroom set ND80RD x RHO x US26D I ea. Wall Stop 4 SLIDING DOOR TRACK A5.1 3' = 1'-0' Matching Ix Wood casing typical. Pointed wood trlm-� Double 20 gage studs at jamb and 2x sub frame JAMB Nil Matching Ix Wood casing and top track SET 5 - 6 ea. hinges BB1363 4.5 x 4.5 x US32D I eo. Storeroom set ND80RD x RHO x US26D 2 ea. flush bolts Provide 2 ea. closers at Door 1120B SET 6 6 ea. hinges BB1363 4.5 x 4.5 x US32D 2 ea. Panic bar set x US26D 2 ea. closer 4041 x AL 2 ea. magnetic hold -open I ea. astragal SET 7 3 ea. hinges BB1363 4.5 x 4.5 x US32D I ea. Storeroom set ND80RD x RHO x US26D I ea. electric strike I ea. power opener I ea. push plate I ea. card reader or keypad I ea. wall bumper 2x wood nailer Wood trim (typ) 5 BI -FOLD DOOR W /WOOD TRIM A5.1 3" = 11-0" IIL/'1U SET 8 1 ea. Sliding door track and fascia KT56 with end caps 1 ea. Channel guide mounted In bottom of door I ea. Roller guide KT117B mounted to floor SET 9 3 ea. hinges BB1363 4.5 x 4.5 x US32D I ea. Passage set NDIOS x RHO x US26D I ea. Wall Stop 8' x 10' x V2' base plate with four V2' diameter expansion bolts Existing construction to be verified In field V=mr Four V2' diameter bolts 4F 4 x 4 x V4' welded angle frame at 4'-0' o.c. _Ceiit nQ helgh� El - 9'-0' 18 gage track with two tek screws at each frame Ceiling QI hel_ _ El == 8'-0'' _ _ diameter threaded rods %' gypsum board and metal 2 x 2 lay -In framing. acoustical ceiling Recessed track mounted to Side folding open 2 - 2 x 8 air aluminum security grille 6 SECURITY GRILLE SECTION AS.I 314 ' = I'-0NOTE: Provide engineered shop drawings by a Florida Registered engineer for approval. Lyndon T. Pollock Registered Architect AR0006747 Project No. 09005.00 A5. 1 02012 BHIPK Architects, Inc. I 61612012 1:24:15 PM ...\cd\A5.1 Door Schedules.dgn N s 0 0 v- v- 00 N1 o o N C* c2 EF DIVISION I - GENERAL SECTION 01045 - GUTTING AND PATCHING Scope: I. Cutting and patching includes cutting into existing construction For the installation or performance of other work and patching required to restore the surfaces to their original condition, a. Unless otherwise specified the requirements for this section also apply to mechanical and electrical work. b. Do not cut and patch exposed work in a manner that in the architect/Engineers opinion results in lessening the buildings aesthetic qualities. Replace any work judged by the Architect/Engineer to be usually satisfactory. SECTION 01500 - SUBMITTALS, PRODUCTS, AND SUBSTITUTIONS Scope: I. Format for submittals: as required for specific type and by individual sections. 2. Types of submittals and number of copies. o.5hop drawings, reviewed and annotated by the general contractor 6 copies b. Product data - 6 copies c. Samples - 2, plus extra samples as required to indicate range of color, Finish, and texture to be expected. d. Mock-ups - as required in individual sections. e. Inspection and test reports - 4 copies F. Warranties - 2 copies g. Survey data - 2 copies. In. Closeout submittals - 2 copies DIVISION 6 - WOOD AND PLASTICS SECTION 06100 - ROUGH CARPENTRY Scope: I. Provide rough carpentry work a. Noilers, blocking, Furring and sleepers Products:l. Lumber, finished 4 sides, Icl% maximum moisture content. a. Light framing: Construction grade Douglas fir or southern pine, appearance grade where exposed. b. Structural Framing and timbers: No. I grade Douglas fir or southern pine, appearance grade where exposed. c. Boards: Construction grade 2. Wood for nailers, Furring and sleepers: Construction grade, finished 4 sides, IcI% moisture content. Pressure preservative treat items in contact with roofing, flashing, waterproofing, masonry, concrete or the ground. 3. Plywood, APA rated for use and exposure. a. Backing: Interior A/C grade. 4. Building paper: Asphalt saturated felt, non -perforated, ASTM D 226, Typ I. 30 Ibs 5. Wood treatment: a. Exterior wood AWPA standard UI and TI. Cotogories UCI, UO2, UO3A, U0313, CU4A, CU4B Alkaline Copper Quaternary based treatment. b. Interior wood AWPA CI Timber, AWPA Cq Plywood, AWPA 031 Lumber not in contact with ground and protected From water, AWPA 5 Waterborne Preservatives, AWPA M4 Disodium Octoborote based treatment. 6. Sealants: For settings wood bucks and nailers in exterior openings. 1. Fire Retardant Treated Wood: All wood blocking within the insulated building envelope shall be Fire retardant treated to comply with AWPA C20 (lumber} and AWPA C21 (plywood) for treatment type. a. Provide UL label on each treated. Redry treated lumber. SECTION 06200 FIN15H CARPENTRY Description of Work: Wood trim, chair rail, crown molding and door casings as indicated on drawings Quality Assurance A. Factory -mark each piece of lumber and plywood with type, grade, mill and grading agency identification. B. Comply with applicable standards of AWI Architectural Woodwork Institute secion 0300 I. Grade Premium Materials A. Nominal sizes are indicated except as shown by detail dimensions. Provide dressed or worked and dressed lumber, as applicable, manufactured to actual sizes and patterns as shown. B. Popular painted finish. Use pieces which are made of solid lumber stock. C. Fasteners and Anchorages. Provide nails screws adn other anchoring devices of the type size material and Finish required. For application indicated to providesecure attachment concealed where possible. Adjustment, Cleaning, Finishing and Protection A. Repair damaged and defective finish carpentry work Kherever possible to eliminate defects Functionally and visually; where not possible to repair properly, replace woodwork. Adjust joinery for uniform appearance SECTION 06400 - ARCHITECTURAL WOODWORK Scope: I. Provide shop fabricated woodwork and casework. Products:l. Quality standard For fabrication and products: Architectural Woodwork Institute Quality Standards, Custom grade Flush overlay unless otherwise noted. 2. Wood species a. Provide sealed plywood at sinks and wet areas. 3. Plastic laminate: all exposed and semi -exposed surfaces AWI 5wction 400 premium grade a. Horizontal surfaces: GP-50 (0.050" nominal thickness) b. Vertical surfaces: GP-28 (0.28" nominal thickness) SECTION 06400 - ARCHITECTURAL WOODWORK (cont) 4.5olid Surface- Provide solid surface counter tops extent as shown on the drawings 5. Hardware: Doors: I pr hinges - Blum Clip 110 degree self closing I pull Stanley 348515 5" Satin Chrome Drawers: I pull- Stanley 346515 5" Satin Chrome I pr drawer slides Knape and Bogt No 1320 self closing DIV15ION 1 - INSULATION SECTION 01200 - INSULATION Description of Work: A. Extent of insulaiton work is shown on drawings and indicated by provision of this seciton. B. Appplications of insulaiton specified in this secion include the Following 1. Unfoced Fiberglass sound attenuation butts 2. Fire 5afing Insulation Quality Assurance A. Fire Performance Choracteristices I. Surface Burning Characteristics A5TM E 84 2. Fire Resistance Rating A5TM E Ilq Acceptable Manufacturers A. Manufacturers subject to compliance with requirements provide products of one of hle following I. Manufacturer of Fire 5aFing IIG Minwool Corp. Johns- Manville Corp. United States Gypsum Co. 2. Manufacturer of Glass Fiber Insulaiton CertainTeen Corp. Knouf Fiber Glass Gmb H Manvill Corp Owens-Corning Fiberglas Corp. Insulating Materials A. General: Provide insulating materials which comply with requirements indicated for materials compliance with reference standards and other characteristics. I. Preformed units sizes to fit application indicated, selected from manufacturer's standard thickness, widths and lengths. 2. Sound attenuation butts. Provide unFoced mineral Fiber butt insulation produced by combining9 gglass fibers with thermosetting resins to comply with A5TM C 6b5 for Type I (blankets/butts without membrane facing). Coordinate installation of sound attenuation butts with installation of gypsum board. 3. Where sound -rated drywall construction is indicated seal construction at perimeters, control and expansion joints, openings and penetrations with a continuous bead of acoustical sealant including a bead at both faces of partitions. Comply with ASTM C qlq and manufacturer's recommendations for location of edge trim and close off sound -Flanking paths around or through construction B. Fire 5afing Provide fire sofing for installation in locations as indicated or required. I. Manufacturer shall provide certification that insulation complies with OF plicable buildingg code requirements for performance of insulation within fire protecEion assembly indicated on drawings IIG Minwool or eq. DIVISION 8 - DOORS AND WINOOW5 SECTION 08110 - WOOD DOOR d FRAME5 Scope: I. Provide wood Frames 2. Provide solid core wood doors. Products: I. Frames: Wood Frames to match existing: 2. Doors: 13/4" thick, Flush Doors: 13/4" thick, 6 panel - Alternate #1 a. Interior doors: Solid core Poplar 3. Finish a. Painted 4. Fire Rating: UL Labeled where required. Alternate #1 - Provide 6 panel wood door. Solis core wood SECTION 06110 - FIN15H HARDWARE Scope: I. Provide Finish hardware for sliding, swinging and bi-fold doors. Products: I. ADA compatible hardware, Finish and type to match existing. 2. Hinges, butts and pivots: Full -mortise, 5knuckles ball -bearing type: Stanley 3. Locksets and lotchsets: a. Standard duty (light commercial): 5chloge A Series. Lever style 4. Bolts adn coordinators: Ives 5. Exit devices: Von Duprin 6. Closers a. Low Frequency doors: LCN 4050/4150 series. b. High frenquency door (fire -labeled doors, toilet room doors, stair doors) LON 4010/4110 series. 1. Door Trim: Kickplates, omor plate, plastic plates; Bobrick. 8. Stops: Ives q. Thresholds:Pemco 10. Finish: Brushed Stainless SECTION 05800 - GLASS AND GLAZING Scope: I. Provide glass and glazing For all applications, including without limitation, sidelights, interior glazed partitions walls, windows and mirrors. 2. Glass Schedule: a. Clear Float glass b. %4" clear tempered as required by code Products: I. Glazing Sheets a. Heat treated glass products, Fed. Spec 00-6-1403 I. Tempered glass b. Mirrors, silvering copper coating, protective organic coating DIVISION q - FIN15HES SECTION Og250 - GYPSUM DRYWALL Scope: I. Gypsum drywall including screw type metal support systems. 2. Drywall Finishing. Smooth joint tape and compound treatment for paint finish 3. Moisture resistant gypsum board for installation in wet areas such as toilet rooms, mop rooms, janitors closets, food service areas, behind Fiberglass showers, and under the balance of wall the installations. Do not install in showers. 4.Type C fire code gypsum drywall For rated assemblies Products: I. Gypsum wallboard: ASTM C 36, of types, edge configuration and thickness indicated: in maximum lengths available to minimize end -to -end butt joints a. Type: Regular, unless otherwise indicated. Type "X" for rated assemblies which has been tested adn listed by recognized authorities including ULFN and Gypsum Association b. Edges: Tapered c. Thickness: As indicated, or if not otherwise indicated, as required to comply with A5TM 6840 For application system and supporting spacing indicated. 2. Wall/Partition Support Materials: a. Studs: A5TM 0645: 20 gage unless otherwise indicated. Use 16 gage steel studs at shower seat supports and rolling counter service doors or where required by equipment b. Use minimum 20 gage studs at high walls and door/borrowed light jambs. Consult manufacturers literature limiting height/gages of all wall assemblies 3. Accessories: Galvanized steel corner beads, casing beads, control joints 4. Acoustical sealant: US Gypsum Acoustical Sealant SECTION 041300- TILE Decription of work: A. Porcelain wall tile, Floor base and trim Quality Assurance: A. AN51 Standard for Ceramic Tile: Comply with AN51 A131.1 "American National Standard Specifications forCeromic Tile". Furnish the complying with Standard Grade requirements unless otherwise noted. B. Installation guidelines: Comply with the recommendatioins of the Tile Council of America 2006 edition For installation procedures. C. Propietory Materials: Handle, store, mix and apply proprietary setting and grouting materials in compliance with manufacturer's instructions. Samples: A. Submit samples of each product specified Extra Materials: A. Deliver extra materials to owner. Furnish 3% extra materols that match product installed as described below, package with protective covering for storage adn identiFed with lobles clearly describing contents. Tile Products: A. As specified on sheet A6.0 and A6.1 Morter and Grout: A. Latex modified portlond cement dry -set morter; AN51 A118.4 Grout: A. As Specified on Sheets Ab.0 and A6.1 Tile Installation Standards: A: Comply with ANSI Standards, AN51 A108.5, ANSI A108.6, B. Manufacturer's requirements C. Tile Council of America Guidelines Tile installation: A. Extend tile into recess and under or behind equipment and fixtures B. Accurately Form intersections and returns. Carefully grid cut edges adn Fit the closely to electrical outlets, piping and fixtures C. Unless otherwise noted lay the in grid patter. Align joints when adjoining tiles on floor base and walls and trim. Adjust to minimize the cutting. Provide uniform joint widths u.o.n. SECTION 001510 - ACOUSTICAL CEILIN65 Scope. I. Provide acoustical ceilings and metal suspension system. 2. Fire Performance Characteristics: Provide materials that are identical to those tested for the following fire performance characteristics, per ASTM test method indicated below, by UL or other testing and inspecting organizations acceptable to authorities having jurisdiction. Identify acoustical ceiling components with appropriate markings of applicable testing and inspecting organizations. a. Flame spread 25 or less b. Smoke developed 450 or less 3. Install products per manufacturers recommendations. Products: I. Acoustical panels. To be Armstrong Cirrus 2 x 2 with angled tegulor edge Exent as indicated on drawings 2. Exposed grid suspension system: To match existing. 3. Extra materials a. Provide additional panels and grid in on amount equal to 2.0 percent of each type of specified for maintenance stock. SECTION 001650 - RESILIENT FLOORING Scope: I. Provide resilient Flooring and base as indicated on drawings 2. Install per manufacturers recommendations 3. Fire Test Performance: Provide resilient Flooring which complies with the Following fire test performance criteria as determined by an independent testing laboratory acceptable to authorities having jurisdiction. a. Critical Radiant Flux (CRF): Not less than the Following rating per ASTM E 648. 0.45 watts per so, cm. b. Flame Spread: Not more than 25 per A5TM E 54. c. Smoke Developed: Not more than 450 per A5TM E 84 d. Smoke Density: Not more than 450 per ASTM Eb62 e. Vinyl Plank extent as indicated on drawings Products: 2. Accessories a. Wall base: 4" vinyl cove as indicated on plans Alternate #2 Provide decorative scupltured vinyl base 3. Adhesives (Cements): Waterproof, stabilized type as recommended by Flooring manufacturer to suit material and substrate conditions. 4. Concrete slab primer. Non -staining type compatible with adhesive as recommended by Flooring manufacturer. 5. Leveling compound: Latex type compatible with adhesive as recommended by Flooring manufacturer. 6. Extra materials: a. Provide additional resilient flooring in the amount of 2.0 percent for each type specified For maintenance stock. Guarantees and Warrantees I. Upon completion the resilent Flooring contractor must submit a certificate guaranteeing the, installation to be freee of defects in workmanship for a period of I year to include the statement: that the resilent Flooring contractor shall at his own expense and upon written notice from the Architect promply correct/replace any and all improper work and material that may become apparent within 12 months after the date of Final completion. SECTION 001680 CARPETING Summary A. Extent location and details of each type of carpeting in indicated on the drawings and room finish schedule B. Work of this section includes furnishing and insulaiton of carpeting adhesives and accessories including: I. Broadloom carpet for glue -down installation with moisture barrier back Quality Assurance A. Carpet other than that specified on the drawings must be approved by the Architect 10 days prior to bid date. B. Provide fire test performance. Provide Class I carpeting which complies with the Following fire test perfiormonce criteriai as determined by an independent testing laboratory acceptable to authorities having jurisdiction. I. Critical Radiant Flux (CRF) not less than the following rating per ASTM 648 0.45 watts per sq.cm. 2. Flame Spread Not more than 25 per ASTM E 84 3. Smoke Development Not more than 450 per A5TM E84 4. Smoke Density Not more than 450 per A5TM E 662 Site Visit A. Contractor must visit the site and be responsible for ail measurements and job conditions Guarantees and Warrantees I. Upon completion the carpeting contractor must submit a certificate guaranteeing the installation to be freee of defects in workmanship For a period of I year to include the statement: that the carpeting contractor shall at his own expense and upon written notice from the Architect promply correct/replace any and all improper work and material that may become apparent within 12 months after the date of Final completion. Maintenance Stock A. Supply loose stock equal to 10% of each potern and type specified Products A. As indicated on plans Installaiton A. Comply with manufacturer's recommendations For seam locations and directions of carpet monintoin uniformity of carpet directions and lay of pile at doors center seams and under doors. Do not place seams in traffic direction at doorway. All seams must be kept to a minimum and invisible as possible B. Existing or previously treated substrate with respect to wax, soap or other residual build-up must be removed prior to installation. SECTION 0414100 PAINTING Scope: I. Provide painting and surface preparation for all interior and exterior surfaces, as required 2. Prepare surface and apply per manufacturers recommendation. Products: I. Premium products for all systems 2. Interior Paint Schedule: New Surfaces: a. Zinc -coated Metal I. Semi -Gloss Alkyd Enamel: 2 finish coats over primer b. Primed Metal 1. 5emi-Gloss Alkyd Enamel.. Two coats over existing primer c. Gypsum Board Level 5 finish I. Satin Latex Finishes: Two coats over primer d. Existing Zinc Coated or Primed Metal: 1. Semi Gloss Alkyd Enamel: (2) coats over prepared surface. SECTION 10440- SPECIALTY SIGNS I. Provide specialty building signage 2. Provide signage in compiance with ADA requirements SECTION 10522-FIRE EXTEING1,1I5HER5, CABINETS AND ACCESSORIES Scope: 1. Provide portable fire extinguisher cabinets. Provide mounting brackets where no cabinet is indicated Products: I. Fire Extinguishers: UL listed and labeled units J.L Industries a. Multi -purpose dry chemical type. 2. Cabinets: Enamelled steel box with trim, Frame, door and accessories; J.L. Industries a. Mounting Semi -recessed b. Trim- Trimless c. Door and trim material- Enamelled steel, baked enamel finish d. Door Style- Duo -panel, bertical vinyl die cut letters SECTION 10800- TOILET AND BATH ACCESSORIES Scope: I. Provide toilet accessories at toilet rooms Products: I. Units: Stainless steel Fabrication with A151 No.4 bright directional polish finish; Bobrick Washroom Equipment, Inc. 2. Mounting- Semi recessed and surface mounted 3. Types and quantities: a. Waste dispenser b. Toilet tissue disperser c. Soap dispenser d. Grab bars; I set per toilet room e. Janitor's utility unit; 2 per closet f. Shower curtain rod; I per stall g. Shower Curtain and hooks; I per shower stall, mildew resistant h. Hinged shower seat I. Towel bars j. Mirror units, Stainless steel framed Lyndon T. Pollock Registered Architect AR0006747 omwkj MARNWO U F--�1 U 0 44 U bill 0 o N 00 0 U o M OZ rn r=, ON t3�M�DN F-�•I oNo w ism, � 0 x a � N v a, A r--4 T- 4 N Cd - --b V] O C� O U Cd 4� Cis O � C� U =4 U •a Project No. 09005.00 IA5.21 61612012 1:23:16 PM ...\cd\A5.2 Speclflcotlons.dgn D 2012 BH/PK Architects, Inc. IR � v � o 00 7 If] Ef] Ef] 00 STOR 124 EQUIPMENT CLEAN UP 125 H H "L" STORAGE 121 144 139 OLD YLED ��CLEAN 127 H IC STORAGE 120 —1 126 129 Ifi 135 VAM11 NL R( 134 0 0 LJ H 132 H H H 1 Oak RONNIE I�IIIII��II� = 0= i 'H! c , 1 u ■��1vtCa MOM 1 ,r �� P �! IF 5UAV MeA •l (i FLOOR FINISH PLAN NORTH A6.0 118 ' = 1'-0' 1102 W um r----- 7------------ i 4' >� r 2 MEDALLION DETAILS A6.0 112 • • 1'-0• 3 MEDALLION DETAILS A6.0 v2 • • r-o• pp El 00 R I N G KEY All finishes to be class A fire rated WALL BASE TO BE BURKE 502 BROWN TRINITY TILE IMPERIAL SERIES PROFILES ART DECO 013 - 4.25' COLOR: STATELY Matte Finish Vlnyl Flooring- Forestscopes71 TECKNOFLOR FORESTSCAPES 31026 COLONIAL MAPLE TRINITY TILE IMPERIAL SERIES TI COLOR: STATELY TEKNOFLOR Loppato finish FORESTSCAPES 31112 ROSEWOOD D&B TILE T2 SERIES:ILVA ECOLAND COLOR: CANYON BRASTILE INC TEKNOFLOR T3 SERIES: DELUXE COLOR: SABLE FORESTSCAPES 31112 ROSEWOOD D&B The SERIES:ILVA ECOLAND T4 COLOR: DUNES BIGELOW COLLABORATE WORKING TOGETHER BT299 7873 THINKING TAWNY TRINITY TILE IMPERIAL SERIES COLOR:STATELY ------------- ------------- Loppato Flnlsh a Stair NOTE: USE ST AROUART Z QUART ZLOCK •M" GROUT 235 CHAMPAGNE WITH ALL TILE Lyndon T. Pollock Registered Architect AR0006747 Project No. 09005.00 A6*0 © 2012 BH/PK Architects, Inc. 61612012 1:22:39 PM ...\cd\A6.0 flooring plan.dgn EQUIPMENT STORAGE /24 ELECT. EOUIPMENT CLEAN UP 125 m EELECT. EQUIPMENT ELEVATOR MACH'Y ff] Ef] ff] Public Public Elev Elev B-1 B-2 On Call Elevator Lobby Corridor 141 I TOIL Z VESTIBULE VESTIBULE H Service Service Elev Elev S-2 S-3 Hasp. Hasp. Se1 S-4 CONFERENCE CONFERENCE BREAK ROOM JANITOR H -H air STORAGE 121 WORK WORK STORAGE 120 H H Corridor Corridor 126 /44 . . , ...... 139 STAIR S J. CORRIDOR OFFICE •l i MANAGER OFFICE j 118 I / 1 I I RECLAST - 119 I SOILED CLEAN HOLDING SUPPLY 127 128 I l3l 1 I I STEREO v I TACTIC P 1 O I I L I 130 I I L L I TECHS I : Nfl CORRIDOR 136 p- HYSICIAN OFFICE I 137 I ULTRA P-1 SOUND I 135 I-------- MAMMO L NL ROOM l34 P-I L Doto 138 Do►o - - '- P 4------- H H:..-F 138A Corridor 142 TOIL ELEC' OFFICE OFFICE OFFICE _ OFFICE OFFICE TOIL �IL II EXAM OFFICE OFFICE OFFICE I UIL HQ E EXISTING PHYSICIANS OFFICES TO& TOIL Ji ---- TOILET j 1/7 L I BRE x 116 ' --------------- CONFERENCE/ 115 •`--JVURSE ---- OFFICE 114 j WATER FEATURE //2 EDUCATION "�-----j E '\ I Y11145 1 ------- 1- DRESS DRESS 107 108 N SCREENING 4 \ 1 x MAMMO SUB-WK i Pillj 111 i I I j I L j ---I I ,2 L T01 j j I BOUTIQUE P-4 110 I j I 106 x �\ j P-1 � 'CHECK IN I j •1 103 104 I WAITING x © i 2 ►05 01 _ j P-1 I I 101 1�4:1b�1 �41� 1���1b1 T BUSINESS 143 � 1 WALL FINISHES PLAN NORTH Stair A6.1 vs • r'-0' "M" I WAIT PUBLIC ELEV. J STAIR up "K" - - - - - - - - - - - - ( - - - - - - - - - WALL FINISH SPECIFICATIONS All finishes to be class A fire rated Point NOTE: All paint to be Satin finish unless otherwise speclfled P l - Match Color Wheel CL2921W Salt Marsh/ (All walls unless otherwise noted) �- Sherwin Wlliams SW6388 Golden Fleece I�3 - Sherwin Williams SW6178 Clary Sage �- Sherwin Williams SW7534 Outerbanks Door trims to be P-4 (semi -gloss) Plastic laminate L1 Cabinets - Wllsonort 7959K-78 Hampton Walnut (All cabinets unless otherwise noted) �— Counter top- Nevamor: Totonami RM8001T �— Quartz 01- Cambria quartz 1740 Canterbury © Solid Surface Formica-820 Burnished Artifacts Wall the 12'x12' Trinity Tile Imperial series Color: Stately lappoto finish 3'xl2' Trinity Tile Imperial series Color: Stately Lappato finish If available 6'x12' Trinity Tile Imperial series Color: Stately Lappato finish if available (order any other matching corner tile accessories as required) Accent wall tiles 6'x6' ILVA Ecolond/polished finish Colors: Dunes/Canyons (alternate colors see elevation) Grout Starquortz quortziock color: 235 Champagne Trinity Tile Imperial series Color: Stately Bullnose Lappato finish ILVA EcoLand 6'x6' I' 0' ILVA EcoLand 6'x6' Canyons/Polished Dunes/Polished M, 6" `D Trinity Tile Imperial series Color: Stately 12'xl2' the Lappato finish 0 "n Trinity Tile Imperial series Color: Stately Cove Base :. Loppoto fin)sh Note: Use Quartzlock grout 235 Champagne 2 TYP. TOILET TILE DETAIL A6.1 V4' ° 1'-0' x Straight Window Valance (Fabric to be determined) with Solar Shades Manufacturer:Hunter Douglas Roller Shades Fabric:Morocco UV Blockage:57. Provide block -out Solar Shades in Room *108 Lyndon T. Pollock I Registered Architect AR0006747 ci 0 M_o C/i U N o N 00 a U o M O � O ta R cV U t� Fil oNowa 0 x A � 0 V] N N Cd » O 7" O Q� U Cl1 � G� 03 Project No. 09005.00 A6. 1 ©2012 BH/PK Architects, Inc. 6/6/2012 1:21:59 PM ...\cd\A6.1 Finish plan2.dgn N Y A 0 \r s V, s NA ea �e HEATING & AIR CONDITIONING SYMBOLS SYMBOL DESCRIPTION SINGLE LINE DOUBLE LINE EXHAUST OR RELIEF AIR DUCT -UP (SOLID) DOWN (DASHED) RETURN OR OUTDOOR AIR DUCT -UP (SOLID) DOWN (DASHED) SUPPLY OR DISCHARGE AIR DUCT - UP (SOLID) DOWN (DASHED) UP (DN) CHANGE OF ELEVATION IN - DIRECTION OF AIR FLOW - UP OR DN (DOWN) 20x12 DUCT SIZE - FIRST 20xl2 FIGURE IS SIDE SHOWN DUCT END - CAPPED ELBOW WITH TURNING VANES RADIUS ELBOW - WITH TURNING VANES FOR DUCT WITH R=30" OR MORE ABBREVIATIONS AHU AIR HANDLING UNIT BCS BUILDING CONTROL SYSTEM BTUH BRITISH THERMAL UNITS PER HOUR CFM CUBIC FEET OF AIR PER MINUTE DB DEGREE DRY BULB TEMPERATURE DIA DIAMETER DN DOWN DX DIRECT EXPANSION EA EXHAUST AIR EAT ENTERING AIR TEMPERATURE EDB ENTERING DRY BULB TEMPERATURE EF EXHAUST FAN EWB ENTERING WET BULB TEMPERATURE EX EXISTING FC FLEXIBLE CONNECTION FD FIRE DAMPER FF FINAL FILTER FT FOOT OR FEET HP HORSEPOWER HR HOUR IN INCH, INCHES LAT LEAVING AIR TEMPERATURE LDB LEAVING DRY BULB TEMPERATURE LRA LOCKED ROTOR AMPS LWB LEAVING WET BULB TEMPERATURE LWT LEAVING WATER TEMPERATURE MIN MINIMUM SYMBOL XX /XXX DESCRIPTION SMOKE DETECTOR - DUCT MOUNTED VOLUME DAMPER 1101"1:7:P►F9kIIrk FLEXIBLE CONNECTION SA DIFFUSER IN BOTTOM OF DUCT EA OR RA REGISTER OR GRILLE AS INDICATED IN BOTTOM OF DUCT TYPE DESIGNATION DIFFUSER, REGISTER, GRILLE AIRFLOW, CFM SYMBOL DESCRIPTION SINGLE LINE DOUBLE LINE STANDARD BRANCH - SUPPLY, RETURN OR EXHAUST WITH VOLUME DAMPER AS INDICATED NAME DUCT SYSTEM DESIGNATION E (NAME) EXISTING DUCT SYSTEM DESIGNATION FLEXIBLE METAL DUCT O THERMOSTAT/TEMPERATURE SENSOR DUCT MOUNTED THERMOSTAT/SENSOR 0 HUMIDITY SENSOR f�:3 ROUND DUCT - UP (22 ROUND DUCT - DOWN C LIMIT OF DEMOLITION POINT OF CONNECTION - NEW TO EXISTING GENERAL NOTES - MECHANICAL N.C. NORMALLY CLOSED 1. THESE GENERAL NOTES APPLY TO ALL M SERIES DRAWINGS. 10. PAINT FLAT BLACK THE INSIDE OF ALL DUCTWORK VISIBLE THROUGH DIFFUSERS, GRILLES, NO NUMBER AND REGISTERS. N.O. NORMALLY OPENED 2. NOT ALL SYMBOLS, ABBREVIATIONS AND NOTES MAY BE USED FOR THIS PROJECT. 11. ALL DUCT SIZES INDICATED ARE INSIDE CLEAR DIMENSIONS. OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE 3. PROVIDE OFFSETS AND TRANSITIONS IN DUCTWORK AND PIPING AS REQUIRED TO AVOID 12. CONCENTRATE LOADS AT JOIST/BEAM LOCATIONS. PROVIDE ANGLE BRACES OC ON CENTER INTERFERENCE AT NO ADDITIONAL COST TO THE OWNER. WHERE CONCENTRATED LOADS OCCUR AT OTHER LOCATIONS. RA RETURN AIR 4. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURER'S CERTIFIED DRAWINGS. RTU ROOF TOP UNIT PROVIDEQUIPMETRANSI IO OTHERWISEINDICATED. NT. MD E FINALCONNECTIONS 13 E ALL DOOR UNDER -CUTS INDICATED AND REQUIRED FOR PROPER AIR BEFORE MOVEMENT. S SMOKE DETECTOR FABRICATION OF WORK. SA SUPPLY AIR 14. USE RADIUS DUCTWORK ELBOWS WHERE POSSIBLE. PROVIDE TURNING VANES FOR SF SUPPLY FAN 5. EXACT LOCATION OF DIFFUSERS GRILLES AND REGISTERS SHALL BE COORDINATED WITH SQUARE ELBOWS IN SUPPLY AIR DUCTWORK AND AS INDICATED. SPEC SPECIFICATION THE REFLECTED CEILING PLANS BEFORE INSTALLATION. PROVIDE SYMMETRY WITH THE SQ FT SQUARE FEET ROOM LIGHTING SYSTEMS. 15. FIRE -SAFE PIPE AND DUCTWORK PENETRATIONS OF ALL FIRE RATED AND SMOKE SP STATIC PRESSURE 6. VERIFY DIFFUSER, GRILLE AND REGISTER MOUNTING FRAME TYPES WITH THE CEILING RESISTIVE CONSTRUCTION. COORDINATE WITH LIFE -SAFETY PLANS. TYPES. MATCH FRAME TYPE WITH CEILING CONFIGURATION. TD TEMPERATURE DIFFERENCE 16. MOUNT ROOM THERMOSTATS AND OTHER CONTROL DEVICES AT 48-INCHES AFF, TEMP TEMPERATURE 7. DUCTWORK SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO UNDERSIDE OF BEAMS AND UNLESS OTHERWISE INDICATED. T STAT THERMOSTAT JOISTS. TSP TOTAL STATIC PRESSURE 17. INSTALL ALL EQUIPMENT LEVEL AND PLUMB. PROVIDE BLOCKING AND TYP TYPICAL 8. PROVIDE ACCESS DOORS OR PANELS IN CEILING AND WALLS TO PERMIT SERVICE TO HARDWARE AS REQUIRED. UC DOOR UNDERCUT DAMPERS, VALVES, AND CONCEALED EQUIPMENT. V VENT 9. DUCT FITTINGS ARE INDICATED SYMBOLICALLY. REFER TO DETAILS FOR CONFIGURATION . 18 WORK SHALL BE COORDINATED WITH ALL OTHER TRADES. ROUTING OF DUCTWORK AND PIPING ARE INDICATED TO SHOW GENERAL INTENT. CLEARANCES BETWEEN CEILING AND VD VOLUME DAMPER, MANUAL OF FITTINGS, TAPS AND CONNECTIONS. DUCT CONSTRUCTION SHALL COMPLY WITH SMACNA STRUCTURE ARE MINIMAL IN SEVERAL LOCATIONS. COORDINATE WITH OTHER TRADES VIB. ISO. VIBRATION ISOLATOR CONSTRUCTION STANDARDS. PRIOR TO FABRICATION OF WORK. W WIDTH, WIDE WB WET BULB TEMPERATURE W/ WITH W/O WITHOUT WC WATER COLUMN WG WATER GAUGE ONAN w9dw mmmll Project No. 09005.00 I I� 1.',. $DATE$ $TIME$ $FILEA$ ©2012 BH/PK Architects, Inc. 0 N, N RO V* N CIO rn o Nit- N r N 0 �!JIFki'L^iT I 7 - I i - J -1L I I r -- -- — — I j Hosp, I i ! Hosp fah I ! Elev. ,. I P Male Change Female Chan e i Public Public S-1 ! j EL - - .. 1 I r - r - j _L l -1, 1 Jv j Elev ! Elev ---- STAIR ! 1 tr` i 1�1 . �_i-� ._. I _ l B-1 ! B 2 - b w 7 vVdrk�,i�n HL On El Call LO - -- i I I! C i ---I� ELECT ! i I I I I TOIL PAIN R IV Pi OFFICE ! OFFIC I. OFFICE I I CONFERENCEit- �. �hI OFFICE T' i,p ! �i --- WORK I ! i' I it i lip WORK II OFFICE - CORRIDOR OFFICE r, CONFERENCE ---- - - - I) — -- - �I J TOIL %! I Ir,fi' It OFFICE i II --- PROCEDURES -- -- TOIL i I I I, _ Ij t FivINR ! TOIL = - EXAM I }.- I I t z )) -- - I 0 Tell --- ! ! JANITOR I CLOSET I i Ir ! STAIR " K' ---- '1 -H" 2" HS & !I t I, I H T A-0 � 14 Soil GENERAL DEMOLITION NOTES: 1. PRIOR TO DEMOLITION, MEASURE AND RECORD AIR & WATER QUANTITIES IN UTILITIES REQUIRED TO MAINTAIN OPERATION WITHIN AND BEYOND EACH DEMOLITION PHASE UNTIL AFFECTED AREAS ARE DEMOLISHED. MAINTAIN THESE QUANTITIES THROUGHOUT EACH DEMOLITION PHASE. 2. MAINTAIN EXISTING AIR HANDLING UNITS IN OPERATION UNTIL ITS RESPECTIVE DEMOLITION PHASE IS COMPLETE. BLANK OFF AND SEAL RETURN AIR INTAKES SERVING EACH DEMOLISHED AREA IN ORDER TO PREVENT GENERATED CONSTRUCTION DEBRIS FROM BEING RECIRCULATED TO OCCUPIED SPACES DURING DEMOLITION -CONSTRUCTION PHASE. BLANK OFF AND SEAL ANY SA, RA AND / OR EA DUCTS BEING DEMOLISHED AND REMAINING WITHIN THE CONSTRUCTION AREA. 3. MAINTAIN NEGATIVE RELATIVE AIR PRESSURE IN DEMOLITION PHASE AREA. MINIMUM HEPA-FILTERED EXHAUST AIR QUANTITY SHALL BE 0.5 TO 0.75 CFM/SQ.FT. UTILIZE MULTIPLE NEGATIVE AIR UNITS, AS NECESSARY, TO MAINTAIN NEGATIVE PRESSURE. PROVIDE REQUIRED MAKE-UP AIR FROM A SEPARATE SOURCE. FANS IDENTIFIED TO BE DEMOLISHED, IN DEMOLITION AREA, AND / OR EXISTING ROOF EXHAUST FANS AND THEIR ROOF OPENINGS MAY BE UTILIZED FOR NEGATIVE AIR DISCHARGE UNTIL DEMOLITION PHASE IS COMPLETE. DO NOT UTILIZE EXISTING EXHAUST RISERS THAT SERVE OTHER SPACES OR OTHER LEVELS IN BUILDING. 4. VERIFY NEGATIVE RELATIVE AIR PRESSURE IN THE CONSTRUCTION SPACE BY PROVIDING A MAGNAHELIC PRESSURE GAUGE AND MAINTAINING A WRITTEN LOG, TAKEN AT REGULAR INTERVALS, POSTED FOR REVIEW AT SITE OF CONSTRUCTION. 5. DEMOLISH ALL DUCTWORK, PIPING AND ANCILLARY DEVICES WITHIN AREA OF PHASING PLAN UNLESS OTHERWISE NOTED. ALL BRANCH DUCTS BEING DEMOLISHED FROM MAIN TRUNK DUCTS SHALL HAVE BRANCH CONNECTION OPENINGS PATCHED, SEALED AND INSULATED TO MATCH EXISTING DUCTWORK. 6. DEMOLISH ALL ABANDONED DUCTWORK, DAMPERS, PIPING AND ANCILLARY DEVICES IN DEMOLITION AREA UNLESS OTHERWISE NOTED. PATCH AFFECTED WALLS TO MATCH EXISTING OR NEW CONSTRUCTION, AS PROJECT DICTATES. 7. PRIOR TO DEMOLITION, MEASURE AND RECORD AIRFLOW AT POINTS LISTED 0 THRU 9O SUBMIT REPORT TO ARCHITECT FOR EVALUATION PRIOR TO NEW CONSTRUCTION. It i ;-�, I A � � -I j IT , 1 - KEYED DEMOLITION NOTES: 1. UTILIZE DEMOLISHED SIDEWALL EXHAUST FAN OPENING FOR NEGATIVE PRESSURE MACHINE DISCHARGE. 2. UTILIZE DEMOLISHED WINDOW OPENING FOR FRESH AIR SOURCE OR NEGATIVE PRESSURE MACHINE DISCHARGE. r ry II I I 'I 3. UTILIZE EXISTING ENTRY LOBBY DOORS FOR FOR I ! FRESH AIR AIR SOURCE, IF NEEDED.. jl I I ---' "! 4. UTILIZE DEMOLISHED EXHAUST FAN RISER FOR NEGATIVE ! PRESSURE MACHINE DISCHARGE., IF REQUIRED. Ti � JI D i ! Ij rl r `'r L I Y; EXISTING PHYSICIANS OFFICES'\ i i It ! t WAIT ! BREAK OFFICE OFFICE I EXAM EXAM i EXAM 10 !!i ROOM t J --ra--- -T I! j I ! Project No. 09005.00 m 1 41 1 $DATE$ $TIME$ $FILER$ © 2012 13111 Architects, Inc. I O N N, N 9 N N_ to o IV- j II I i. I I i t Oi f y,F rlt;7 j I T. CAP FOR FUTUR 24X10 i I 1 I IORAGE 1 I I� I' , II pL�/� � II�St�L pL��+ � RHCA �L.L1ti2 f t I I `I 1 2410 i I j -c 22X10 48X12 I� 60X14 I i I i .RHC-9 cr ��tr --'- 1 ICJ L_ r--------------------- --� I=== - ---- _ _ --.12 - ------ - --- 150 j---� 12 RHC-14 60X14 -_ ,- _- I _- _..,, --11--II �_ -Ii .. - I I' LEAN !.Y �. 1NN L. \\ • Vt), 'i Ji.JL I Vt ii t.,l '• -J I jI I! �.__ © j I i i It t l i ( r� I Is r 1 I I I I ! I I I AHU-6 J. I I 1 ( i I , 1 U6 12x10 CONf ERENCE LIBRARY i11 i I' T! - -- ---- 40x10 I L; 4 RK-5 12x12 24x10 STAIR 1 „Kr, 12x12 I I 1 JS L O RHC-6 Ce;; ,r f tatr{H 1 I GeiyaW! r ric`CSJfy "-- i : r ' B astI _ NUt;�;` v Cart I - --' r� �3 JFf/� f�i }'ay _t_ { i r L___. REUt I I ! AvTIC I I11 I ! 12x10 _ I i ' I, 10x10 �t RHC-11 t o 2 ---- tom ---- L-� ) --- :--� �----- - --T-I'r- FILE ,ATC` ; I I �,. ii j I - 3 12x12 „ r ; Service i Service l,,� I Elev I i j ' Elev f ; S-2 I N i i p J 1 I O'� I t ! 5 JLif .; `fA e JA'0/ ,,; RF - -- -- - - --- - -1 �f' _ I [[t�r� _ - --- - -- -- - - -fir- -- -- -_ - I ---- .------- --.. --- - ---- ---- ---: I1 ' - t !iHoop Ii f HEoI�y.�t -i Elev. 1 Public Public �ri-1 t^A13J , I S i Eied I I i( Elev i i 1, I i 1STAIR AIR ,. CarQ1' w%tatian i . pl ___ _ air 1__ _ - I --- - _.�. _._...-d.-.�.�� _ __. - �- L---=:-. -_-, -- ---- - fir- - - -- - r=. ___ - _'! .I- - - --- - - `_�� : I I i) i El 150 Call Lo j : r j ; r TOIL I CONFERENCE 150 ROOM AIR DATA SCHEDULE Ian No. Room Name MIN RE4 AIR CHANGES RM VOL ACTUAL AIR FLOWS PROVIDED OA Included eftTotal OA Room ACH Pro" duff Notes Sased On AIA Tablas Supply Return Exhaust SA ACH EA ACH OA ACH Device Data Room Total din Room Total ACH Device Data Room Total earn Device Data Room Total eft Room Total ACH No. Type cfm Type Type 100 Lobby 2 0 0 3285 2 AA 200 400 7.3 0.0 1 FA 250 250.0 0.0 0 0.0 out 150.0 100A Lobby North Corridor 2 0 0 3870 0 0.0 0.0 0.0 0.0 0 0.0 in 0.0 101 Reception 2 0 0 1890 1 AA 200 200 6.3 1 FA 200 200.0 0.0 0.0 0 0.0 in 200.0 102 Toilet 0 10 0 400 0 0.0 0.0 1 FA 1 85 85.0 12.8 1 0 0.0 in -85.0 103 Check4n 0 0 0 702 1 AA 200 200 0.0 0.0 0.0 0.0 0 0.0 out 200.0 104 Work 0 0 0 450 0 0.0 0.0 0.0 0.0 0 0.0 in 0.0 105 Waiting 6 0 2 1125 1 AA 500 500 26.7 1 FA 700 700.0 0.0 0.0 38 2.0 in 500.0 106 Boutique 0 0 0 1935 1 AA 250 250 0.0 1 FA 250 250.0 0.0 0.0 0 0.0 in 250.0 107 Dress 0 0 0 320 1 AA 75 75 0.0 1 FA 75 75.0 0.0 0.0 0 0.0 in 75.0 108 Dress 0 0 0 360 1 AA 75 75 0.0 1 FA 75 1 75.0 1 0.0 0.0 1 0 0.0 in 75.0 109 Fuhme Dressing 0 0 0 405 0.0 0.0 0.0 0.0 0 0.0 in 0.0 110 Toilet 0 10 0 360 1 0 0.0 0.0 1 FA 85 85.0 14.2 0 0.0 in -85.0 111 Sub -Wait 6 0 0 1719 1 AA 150 150 5.2 1 FA 150 150.0 0.0 0.0 0 0.0 in 1%0 112 Water Feature 0 0 0 2655 1 AA 300 300 0.0 1 FA 500 500.0 0.0 0.0 0 0.0 in 300.0 113 Education Oasis 0 0 0 900 1 AA 200 200 0.0 0.0 0.0 0.0 0 0.0 out 200.0 114 Nurse Once 0 0 0 1200 1 AA 200 200 0.0 1 FA 200 200.0 0.0 0.0 0 0.0 in 200.0 115 Conference/Library 0 0 0 2600 1 AA 450 450 0.0 1 FA 450 450.0 0.0 0.0 0 0.0 in 450.0 116 Break 0 0 0 1504 1 AA 250 250 0.0 1 FA 150 150.0 1 FA 100 100.0 0.0 0 0.0 in 150.0 117 Toilet 0 10 0 480 1 0 0.0 0.0 1 FA 90 90.0 11.3 0 0.0 in -90.0 118 Manager Office 0 0 0 920 1 AA 1 200 200 0.0 1 FA 200 200.0 0.0 0.0 0 0.0 in 200.0 119 Reciast 0 0 0 1360 1 AA 250 250 0.0 1 FA 250 2%0 0.0 0.0 0 0.0 in 250.0 120 Storage 0 0 0 28872 1 AA 800 800 0.0 2 FA 200 400.0 1 FA 400 400.0 0.0 0 0.0 in 400.0 124 Equipment Storage 0 1 0 1 0 576 1 AA 150 150 0.0 0.0 1 FA 150 1 150.0 0.0 0 0.0 in 0.0 125 Equipment Clears -Up 0 0 0 1160 1 AA 150 150 0.0 0.0 1 FA 150 1 150.0 0.0 0 0.0 in 0.0 126 Corridor 2 0 0 6120 1 AA 300 300 2.9 1 FA 300 300.0 0.0 0.0 0 0.0 in 300.0 127 Soiled Holding 0 10 2 680 0 0.0 0.0 1 FA 125 125.0 11.0 23 2.0 in -125.0 128 Gears Supply 4 0 2 856 1 AA 150 150 10.5 0.0 0.0 0.0 29 2.0 out 150.0 129 Techs 0 0 0 1000 1 AA 200 200 0.0 1 FA 200 200.0 0.0 0.0 0 0.0 in 200.0 130 Slerotactic 6 0 2 1520 1 AA 300 300 11.8 1 FA 300 300.0 0.0 0.0 51 2.0 in 300.0 131 Dexa 6 0 2 1320 1 AA 200 200 9.1 1 FA 200 200.0 0.0 0.0 44 2.0 in 200.0 132 Condor 2 0 0 2960 0 0.0 0.0 1 0.0 0.0 0 0.0 in 0.0 133 Screening Mamrrro 6 0 2 1360 1 AA 250 250 11.0 1 FA 250 250.0 0.0 0.0 45 2.0 in 250.0 134 Mammo NL Room 6 0 2 1200 1 AA 250 250 12.5 1 FA 250 250.0 0.0 0.0 40 2.0 in 250.0 135 Ultra Sound/Procedure 6 0 2 1280 1 250 250 11.7 1 FA 250 250.0 0.0 0.0 43 2.0 in 250.0 136 Toilet 0 10 0 480 1 0 0.0 0.0 1 FA 90 90.0 11.3 0 0.0 in -90.0 137 Physician Office 0 0 0 1040 1 AA 200 200 0.0 1 FA 200 200.0 0.0 0.0 0 0.0 in 200.0 138 Data 0 0 0 520 1 AA 200 200 0.0 1 FA 200 200.0 0.0 0.0 0 0.0 in 200.0 138A Data 0 0 0 160 1 0 0.0 0.0 1 FA 85 85.0 0.0 0 0.0 in -85.0 139 Mens 0 10 0 560 1 0 0.0 0.0 1 FA 100 100.0 10.7 0 0.0 in -100.0 140 Womens 0 10 0 560 1 0 0.0 0.0 1 FA 100 100.0 10.7 0 0.0 in -100.0 141 Condor 2 0 0 5880 1 AA 300 300 3.1 1 FA 300 300.0 0.0 0.0 1 0 0.0 in 300.0 142 Corridor 2 0 0 7760 1 AA 300 300 2.3 1 FA 300 300.0 0.0 0.0 0 0.0 in 300.0 143 Business 0 0 0 1840 2 AA 1 125 250 0.0 1 FA 250 250.0 0.0 0.0 0 0.0 in 250.0 144 Condor 2 0 0 7400 2 AA 1 200 400 32 2 FA 200 400.0 0.0 0.0 0 0.0 in 400.0 145 Elecincai 0 0 0 252 1 AA 75 75 0.0 1 FA 75 75.0 0.0 0.0 0 0.0 in 75.0 VESTIBULE N 0 0 0 920 1 AA 100 100 1 0.0 0.0 1 FA 100 100.0 0.0 0 0.0 in 0.0 VESTIBULE S 0 0 0 760 1 AA 100 100 1 0.0 0.0 1 FA 100 100.0 0.0 0 0.0 in 0.0 TOTALS 8625 7075.0 2010 311 6615.0 150 j pr 300 I I� i� ,r I - f f I �1 _ -� PAIN RIVI OFFICE OFFICE 1� OFFICE I , II y•` I! it t_ G I \` I 1 F 1 SI • I ILI RHC-7 14 I i l 'ij1 ORE- :i ( Lid ; !I'i1 777 GENERAL NOTES 1. VERIFY OPERATION OF ALL F/SD INSTALLED TO REMAIN. REPAIR OR REPLACE FOR PROPER OPERATION WITH SIMILAR CONTROL. 2. ALL SPACES ARE UNDER NEUTRAL PRESSURE UNLESS NOTED OTHERWISE. QN = NEGATIVE PRESSURE © = POSITIVE PRESSURE 3. EXISITNG AIR HANDLERS AND AIR BALANCE: AHU-1- 5875 SUPPLY AIR EF-5 -1505 EXHAUST AIR 4370 RETURN AIR 1600 OUTSIDE AIR AHU-3 - 2800 SUPPLY AIR EF-3 - 420 EXHAUST AIR 2400 RETURN AIR 450 OUTSIDE AIR I' 12x10 I OX8 26x10 I, ; : r I I j t! I V -I I I ( I i t llr RHG 20X12 it ! I: t .r , i a r RHC YY .' r 71Y'(r l + r J I Eli - 150 OFFICE - Yy - I „ ! !I 8x6 I rfr Project No. 09005.00 M2,01 $DATE$ $TIME$ $FILER$ © 2012 BH/PK Architects, Inc. I AHIJ-6 LOW ANN*, I 3-T V. cc ce CIO T__ 1,1 Loki IT ""R, LJ E L E C"I A N ' _ 1 L-L-,A i"r570RAGE L-I 1 RHC-3 4� — ------------------ 2-Y2" HS & 1" HR 0 Y2" HS HR RHC-1 lorridor 2- KHR -Y2' V f'u- ' "oridor 2-Y2" HS 111 1-1/4" 1 1126 2 Y2" HS V2" HR -7L ;44 . L RHC-14 SOH Tr" EA i7io T F'C" P Ml N V IF I B VE S I 1130i E I 0F FICE II T -- ---- tJil L A S 7 RHC-5 r. 12-Yz" HS P12 m Center of to I, GerleK w .4rcelssory Carl! --bast A O- Table TA,-1 Of G 7 Co; K_ MA IF- 1 !Z_Y"2o1 HS 2-Y2" HS HIR UP 5 RHC-1 1 CORH010H TO 1ST F -A T -)D L L Service Service A Ir.'hY 1 RHC-13 ' Elev Elev i 1 I I I T -2 P 1AN S-3 Nv YLIRII, uF IrV, L"flit) EL"'URF L Hosp, Hosp. Elev. 11 1 1 Elev'. Ni- PI,�J)I`)1V Public S-1 S Public 4 Elev _T4 Elev STAIR B-2 '�X B-11 tia�h�y w) Work E; L 1—i IF T . F Con, 7"Jo-;" On i Elevator I 141 Call Lobby T-1 IL T.) TOIL 11 PAIN Ra IV ------------------- ----- ------- - CONFERENCE CONFERENCE ------------ JANITOR CLOSET BREAK ROOM ELECT 2� Mee MEC14AMG4 OFFICE T H7 F.E.C. 4 _li RHG-6 STAIR T pt "K" ti 7=L 71 F, J Vi T J L X10 WAT6 URE - L J- 2" A A_- LECTR/Ckl RHG-7 IN RETURN 1 DUCT , FsJ Z "NA -4,11 ................................ TOILE L I RIAL V" [x, L W /n k AOR�,' Td RHGA =41 m L _T Portable Lithotripsy L, BY I ioo Unit f T__ uus/n_!E S(,- PUBLIC ELEV. J 1 Ili -A - - --------- EST 71 GENERAL NOTES 1. ALL PIPING RUNOUTS ARE Y4" UNLESS NOTED OTHERWISE. Project No. 09005.00 M2o2 $DATE$ $TIME$ $FILEA$ 1 © 2012 BH/PK Architects, Inc. I Nt- N O N et- rn c� �t- i m- N 114. SYMBOLS M DP 1 XWH MOTOR DIFFERENTIAL OUTSIDE AIR HOT WATER PRESSURE OA INTAKE DUCT HEATING COIL OPERATED SENSOR DAMPER DP FZ M 1 RA P PRE FILTERS MOTOR OPERATED RETURN AIR WITH PRESSURE FREEZE DAMPER WITH DUCT SENSORS STAT POSITION SWITCH PS DP T 2 FS F FINAL FILTERS SA SUPPLY AIR TEMPERATURE AIR FLOW DUCT F WITH PRESSURE SENSOR SWITCH SENSOR RH VFD 3 UNIT FAN RELATIVE WITH EXHAUST AIR ROOF MOUNTED HUMIDITY VARIABLE DUCT EXHAUST FAN SENSOR SPEED DRIVE P1 vW SPD ROOF MOUNTED PRESSURE CHILLED WATER EXHAUST FAN SENSOR CHILLER EQUIPMENT INDICATE NAME COOLING COIL WITH TWO SPEED CONTROL SD 2 DUCT CONTROL SYSTEM CONTROL PANEL - - UV-C FM AIR FLOW SMOKE PANEL EMITTER METER � DETECTOR DIAGRAM H !A//' rA' [-TO AHU W SPACE TEMPERATURE CONTROLLER POINTS LIST O2 TEMPERATURE SENSOR FDISP] DIGITAL DISPLAY RH RELATIVE HUMIDITY SENSOR HOA HAND -OFF -AUTOMATIC SWITCH CO CARBON DIOXIDE SENSOR 2 BAS ENTHALPY SENSOR Fs7w MANUAL SWITCH PILOT LIGHT 0. MANUAL SWITCH WITH PILOT LIGHT SW CONTROL VALVE NOTES: 1. ALL ITEMS SHOWN ON LEGEND MAY NOT BE USED. 1. MULTIPLE DEVICES ARE INDIVIDUALLY IDENTIFIED WITH NUMERIC SUBSCRIPTS. NO SIGNIFICANCE IS ATTACHED TO THE ORDER OF NUMBERING. NUMBERS MAY BE OMITTED FROM THE NUMERICAL SEQUENCE. HARDWARE 1O SOFTWARE OCCUPANCY SCHEDULE: INPUT OUTPUT NIGHT SETBACK SCHEDULE: DIGITAL ANALOG DIGITAL ANALOG ALARMS O1 APPLICATION PROGRAMS O2 NOTES: HARDWARE AND ALARM POINTS SHALL OALL BE REPRESENTED ON THE GRAPHICS DISPLAY APPLICATION PROGRAMS SHALL BE OALL FULLY FUNCTIONAL USING DATA APPLICABLE 0 0 TO THIS PROJECT. w w H Cn J a� Cn Q p Z 0 (n 0 Q uJ a ¢ co co w a w Z O w w a w J H 0 tY J J W O W co j S 0 LaL l¢i EQUIPMENT DESCRIPTION RHC (ALL) • • • • • ' • • SEQUENCE OF OPERATION 1. WHEN THE AIR HANDLING UNIT IS RUNNING, THE SPACE TEMPERATURE (T-1) SHALL BE USED BY THE TEMPERATURE CONTROLLER TO MODULATE HEATING AND COOLING DEMAND RETURN AIR HUMIDITY SENSOR SHALL RESET THE AHU-5 DISCHARGE TEMPERATURE IN SEQUENCE. CONTROLLER SHALL INCLUDE HEATING AND COOLING SET POINTS WITH AN DOWNWARD WHEN ITS SETPOINT (ADJUSTABLE) IS EXCEEDED. ADJUSTABLE DEAD SPAN BETWEEN THEM. 2. IN HEATING MODE, THE CONTROLLER SHALL MODULATE THE NORMALLY CLOSED TWO WAY COIL VALVE TOWARD ITS FULL OPEN POSITION AS REQUIRED TO MAINTAIN SET POINT. 3. IN THE COOLING MODE, THE CONTROLLER SHALL SEND A MODULATED COOLING DEMAND SIGNAL TO THE AIR HANDLING UNIT RESET CONTROLLER. WHEN THE AHU IS SHUT DOWN, THE COIL VALVE SHALL BE FULLY CLOSED. REHEAT COIL CONTROL (ALL REHEAT COILS) VERIFY AHU-EXHAUST FAN INTERLOCKS: AHU-1 WITH EXHAUST FAN 5 AHU-3 WITH EXHAUST FAN 3 GENERAL NOTES 1. THESE GENERAL NOTES APPLY TO ALL CONTROL DIAGRAMS AND SEQUENCES AS WELL AS ALL WORK RELATED TO THE HVAC CONTROLS INDICATED ON OTHER M-SERIES DRAWINGS. 2. THE DIAGRAMS, POINT LISTS AND CONTROL SEQUENCES DESCRIBE THE REQUIRED SEQUENTIAL OPERATIONS OF SYSTEMS AND MAJOR COMPONENTS. THEY DO NOT DEFINE IN DETAIL THE OPERATION OF MINOR COMPONENTS, RELAYS, SWITCHES OR OTHER SMALL DEVICES REQUIRED FOR THE PROPER FUNCTIONING OF THE CONTROL SYSTEM. INCORPORATE ALL SUCH ITEMS IN ORDER TO PROVIDE PROPER OPERATION OF CONTROL COMPONENTS AND EQUIPMENT. 3. THE SEQUENCES OF OPERATION DESCRIBE CHANGES IN CONTROL FUNCTIONS AS OPERATING CONDITIONS VARY IN A PARTICULAR MANNER, SUCH AS RISING ROOM TEMPERATURE. UNLESS OTHERWISE STATED, THE SEQUENCES SHALL BE REVERSED WHEN THE OPERATING CONDITIONS REVERSE, SUCH AS WHEN THE RISING ROOM TEMPERATURE BEGINS TO FALL. 4. CONTROL DEVICE SET POINTS SHALL BE MANUALLY ADJUSTABLE OVER THEIR ENTIRE CONTROL RANGE. SET POINTS MAY BE FACTORY SET, BUT SHALL BE FIELD ADJUSTABLE. SPECIFIED SET POINTS SHALL TAKE PRECEDENCE OVER FACTORY SETTINGS. 5. WHERE THE CONTROL SEQUENCE INDICATES AN AUTOMATIC RESET PROCEDURE, THE SET POINT SHALL INDICATE THE NORMAL START-UP CONDITION. 6. TEMPERATURE, AIR FLOWS, PRESSURES AND SIMILAR DATA SHOWN ON CONTROL DIAGRAMS ARE NOMINAL VALUES SO THAT TYPICAL DIAGRAMS MAY BE USED. SEE EQUIPMENT SCHEDULES FOR DATA DIRECTLY APPLICABLE TO INDIVIDUAL EQUIPMENT ITEMS. WHERE NOTED, VALUES SHALL BE FIELD MEASURED OR CALCULATED IN ACCORDANCE WITH THE PROCEDURE INDICATED. 7. MULTIPLE ROOM SENSORS HAVE BEEN INDICATED FOR SOME EQUIPMENT ITEMS. OPERATION FOR THESE SENSORS SHALL BE ONE OF THE FOLLOWING AS INDICATED FOR THE EQUIPMENT ITEM: a. (A) AVERAGE: THE AVERAGE VALUE OF THE SENSOR OUTPUTS SHALL BE USED AS THE CONTROL SIGNAL b. (M) MAXIMUM DEMAND: THE SENSOR INDICATING THE MAXIMUM DEMAND SHALL BE USED FOR CONTROL. SHOULD THE OUTPUT SIGNAL OF ANOTHER SENSOR INDICATE THAT IT HAS THE MAXIMUM DEMAND, CONTROL SHALL BE SHIFTED TO THAT SENSOR. 8. HAND - OFF - AUTOMATIC SWITCHES (HOA) SHALL HAVE THEIR OPERATING POSITION MONITORED. SHOULD THE SWITCH BE MOVED TO THE HAND POSITION, AN ALARM SHALL BE INDICATED GIVING THE UNIT IDENTIFICATION, THE TIME, AND THE MESSAGE "IN THE MANUAL ON POSITION". SHOULD THE SWITCH BE MOVED TO THE OFF POSITION, AN ALARM SHALL BE INDICATED GIVING THE UNIT IDENTIFICATION, THE TIME, AND THE MESSAGE "IN THE MANUAL OFF POSITION A FIVE SECOND (ADJUSTABLE) DELAY SHALL BE PROVIDED SO THAT ONLY ONE ALARM RESULTS FROM THE MOVEMENT OF THE SWITCH. 9. HAND - OFF - AUTOMATIC SWITCHES (HOA) SHALL BE USED FOR MANUAL SHUT DOWN UNDER EMERGENCY CONDITIONS. HOA SWITCHES SHALL BE READILY ACCESSIBLE AND CLEARLY MARKED. HOA SWITCHES MAY BE MOUNTED ON THE FACE OF THE UNIT CONTROL PANEL AND MAY BE GANGED IN EQUIPMENT ROOMS WHERE CONTROL PANELS ARE NOT AVAILABLE OR READILY ACCESSIBLE. HOA SWITCHES SHALL BE WALL MOUNTED IN JUNCTION BOXES. IN FINISHED SPACES HOA SWITCHES SHALL BE FLUSH MOUNTED WITH SWITCH COVER PLATE. 10. BAS SHALL PROVIDE TIME DELAYS ON RESTART ON EMERGENCY POWER AND RESTORATION OF NORMAL POWER SO THAT ALL MOTORS DO NOT ATTEMPT TO START AT THE SAME TIME. 11. LOCATE THERMOSTATS AND OTHER DEVICES REQUIRING OCCUPANT MONITORING OR ADJUSTMENT AT AN ELEVATION 4'-0" ABOVE FINISHED FLOOR, IN ACCORDANCE WITH ADA REGULATIONS. SENSORS WITH NO EXTERNAL ADJUSTMENTS SHALL BE MOUNTED 5'-0" ABOVE FINISH FLOOR. 12. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. INTERFACE EQUIPMENT AND WIRING SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 13. CEILING ACCESS PANELS AND DUCT ACCESS PANELS SHALL BE PROVIDED, WHERE REQUIRED, TO SERVICE DAMPERS, HEATERS, VALVES AND OTHER CONCEALED EQUIPMENT. 14. CONTROL WIRE AND CONDUIT SHALL BE SUPPLIED AND INSTALLED UNDER DIVISION 15, AND SHALL COMPLY WITH N.E.0 AND DIVISION 16 SPECIFICATIONS. 15. CONTROL SYSTEM SUPPLIER SHALL PROVIDE ALL WIRING AND CONDUIT REQUIRED FOR THE INSTALLATION OF THE CONTROL SYSTEM, WIRING, CONDUIT AND RELATED EQUIPMENT SHALL COMPLY WITH THE PROVISIONS OF DIVISION 16. WORK SHALL INCLUDE ALL POWER AND CONTROL WIRING NEEDED FOR INTER -CONNECTIONS OF EQUIPMENT, REMOTE SENSORS AND DEVICES, INCLUDING SMOKE DAMPERS AND MOTOR OPERATED DAMPERS. 16. CONTROL SYSTEM SUPPLIER SHALL WIRE FROM POWER SOURCES INDICATED ON THE DRAWINGS, CIRCUITS PROVIDED FOR THE CONTROL SYSTEM SHALL BE 120 VOLT, 20 AMP, 60 HZ UNLESS OTHERWISE INDICATED. POWER CIRCUITS WILL BE PROVIDED BY DIVISION 16 TO THE TERMINAL POINTS INDICATED. CIRCUITS WILL BE TERMINATED IN MECHANICAL EQUIPMENT ROOMS OR ELECTRICAL ROOMS UNLESS OTHERWISE INDICATED. COORDINATE FINAL CONNECTION POINT LOCATION WITH DIVISION 16. 17. SMOKE DETECTORS, REMOTE TEST, RESET AND ALARM INDICATORS SHALL BE FURNISHED AND WIRED BY THE DIVISION 16 CONTRACTOR. CONTROL SUPPLIER IS RESPONSIBLE FOR WIRING FROM SMOKE DETECTOR CONTACTS AT AIR HANDLING UNIT DETECTORS TO DIRECTLY SHUT DOWN UNITS AND ACCOMPLISH OTHER REQUIRED CONTROL FUNCTIONS. 18. CONTROL SYSTEMS SUPPLIER SHALL WIRE FROM CONTACTS IN FIRE ALARM PANEL AS REQUIRED FOR INTERFACE BETWEEN FIRE ALARM SYSTEM AND HVAC CONTROL SYSTEMS. 19. THE CONTROL SEQUENCE SHALL BE ACCOMPLISHED BY THE DIRECT DIGITAL CONTROL SYSTEM UNLESS OTHERWISE NOTED. ALL VALVE AND DAMPER OPERATORS SHALL BE ELECTRONIC TYPE UNDER DIRECT DIGITAL CONTROL EXCEPT LARGE VALVE OR DAMPER OPERATORS MAY BE PNEUMATIC WHERE REQUIRED TO MEET POWER OR SPEED DEMANDS. 20. PROVIDE INTERFACE HARDWARE TO ALLOW COMPLETE ACCESS AND CONTROL OF THE BAS FROM THE EXISTING TRANE CONTROLS SYSTEM IN THE EXISTING HOSPITAL. PROVIDE AND INSTALL THE SOFTWARE REQUIRED TO OPERATE THIS SYSTEM. 21. PROVIDE NECESSARY DATA COMMUNICATION CABLE AND INTERNET ACCESS TO ALLOW FOR REMOTE MONITORING AND ACCESS TO THE CONTROLS SYSTEM. 22. SYSTEM SHALL BE CAPABLE OF RELAYING ALL ALARMS VIA EMAIL OR WIRELESS TEXT MESSAGE. 23. FINAL FAN STATIC PRESSURE CONTROL SETPOINTS SHALL BE DETERMINED BY THE TAB CONTRACTOR MEASUREMENTS. DEFINITIONS: FULL OPEN POSITION: THE MAXIMUM POSSIBLE OPEN POSITION OF A VALVE OR DAMPER. FULL CLOSED POSITION: THE MINIMUM POSSIBLE OR SHUT OFF POSITION OF A VALVE OR DAMPER. MAXIMUM OPEN POSITION: THE MAXIMUM OPEN POSITION REQUIRED FOR A VALVE OR DAMPER AS INDICATED BY THE SCHEDULED OPERATING CAPACITY OR BY THE CONTROL SEQUENCE. MINIMUM OPEN POSITION: THE MINIMUM OPEN POSITION REQUIRED FOR A VALVE OR DAMPER AS INDICATED BY THE SCHEDULED OPERATING CAPACITY OR BY THE CONTROL SEQUENCE. SET POINT: THE DESIRED OPERATING POINT FOR A PARAMETER, AS DETERMINED BY MANUAL INPUT OR AUTOMATICALLY IN ACCORDANCE WITH THE CONTROL SEQUENCE. FIELD DETERMINED SET POINT: THE DESIRED OPERATING POINT FOR A PARAMETER, AS DETERMINED BY FIELD CONDITIONS, SUCH AS ACTUAL OPERATING POINTS, ACTUAL PRESSURE DROPS, OR OTHER FIELD DETERMINED VALUES. REMOTE DAMPERS: MOTOR OPERATED DAMPERS NOT LOCATED AT THE AIR HANDLING UNIT, INCLUDING SMOKE DAMPERS IN RATED WALLS, SMOKE MANAGEMENT DAMPERS, AND SHUT OFF DAMPERS WHICH MAY BE INSTALLED IN THE SUPPLY AND RETURN DUCT SYSTEMS, WHICH MUST OPEN UNDER NORMAL OPERATING CONDITIONS. THE NUMBER AND LOCATION OF REMOTE DAMPERS MAY VARY. SOME SYSTEMS MAY NOT CONTAIN REMOTE DAMPERS. SEE PLANS FOR LOCATION AND TYPE OF REMOTE DAMPERS. BAS: BUILDING AUTOMATION SYSTEM. FSCS: FIRE FIGHTERS SMOKE CONTROL STATION. PollmAdWS, OU71 Project No. 09005.00 M 3 0 $DATE$ $TIME$ $FILEA$ 02012 BH/PK Architects, Inc. (\i 9 N N 0 N 01 00 o co 0 DIFFUSER, REGISTER AND GRILLE SCHEDULE NOTES: 1. UNIT SIZE IS BASED ON AIRFLOW (CFM) AS INDICATED IN THE SCHEDULE BELOW FOR EACH TYPE DESIGNATION. 2. THE LISTING OF A PARTICULAR SIZE IN THE SCHEDULE DOES NOT MEAN THAT IT IS ACTUALLY USED ON THIS PROJECT. 3. PROVIDE ONLY THOSE UNITS INDICATED BY TYPE AND CFM ON THE PLANS. 4. BRANCH DUCT SIZES TO THE DIFFUSERS, GRILLES AND REGISTERS SHALL CONFORM TO THIS SCHEDULE UNLESS NOTED OTHERWISE ON THE PLANS. 5. AT THE CONTRACTORS' OPTION, BRANCH DUCTS MAY BE ROUND OR RECTANGULAR. 6. FOR ROUND NECK DIFFUSERS THE BRANCH DUCT SIZE SHALL BE EITHER THE NECK SIZE INDICATED OR OR THE EQUIVALENT RECTANGULAR BRANCH SIZE INDICATED. 7. FOR SQUARE AND RECTANGULAR DIFFUSERS, GRILLES AND REGISTERS, THE BRANCH DUCT SHALL BE SIZED AS INDICATED, WITH A TRANSITION TO THE ACTUAL NECK SIZE AT THE UNIT. HOWEVER, IF SPACE IS AVAILABLE, THE FULL NECK SIZE MAY BE USED FOR THE ENTIRE BRANCH RUN. 8. ROUND BRANCH DUCTS MAY BE USED FOR SQUARE OR RECTANGULAR DIFFUSERS, GRILLES AND REGISTERS PROVIDED A SUITABLE TAPERED TRANSITION IS USED AND THE EQUIVALENT ROUND SIZE FOR THE LISTED BRANCH DUCT SIZE IS USED. 9. DUCT SIZES INDICATED ARE THE AIR SIDE OPENING DIMENSIONS. INCREASE SHEET METAL DIMENSIONS AS REQUIRED FOR LINING OR OTHER FACTORS. SERIES:AA MODULAR LOUVERED FACE CEILING DIFFUSER WITH 24"x24" FACE BASED ON TITUS TMS NECK RECTANGULAR MINIMUM MAXIMUM SIZE BRANCH DUCT REMARKS AIRFLOW (CFM) AIRFLOW (CFM) (IN DIA.) (INAN) 0 100 6 8x4 105 210 8 10x6 215 370 10 12x8 375 600 12 148 605 900 14 16x10 905 1100 15 18x10 SERIES:FA FIXED BLADE GRILLE, 3/4" SPACING FOR RETURN, EXHAUST OR TRANSFER BASED ON TITUS 350 RL NECK RECTANGULAR MINIMUM MAXIMUM SIZE BRUNCH DUCT REMARKS AIRFLOW (CFM) AIRFLOW (CFM) (in x in) (IN x IN) 0 120 6x6 6x6 125 260 8x8 8x8 265 470 10x10 10x10 475 530 12x12 12x10 FRONT BLADE PARALLEL 535 730 1414 1410 TO SHORT DIMENSION 735 810 16x16 16x10 815 960 18x18 18x10 965 1100 20x20 20x10 1115 1375 2424 2410 1380 1570 30x24 30x10 1575 1690 36x24 30x10 1695 1830 42x24 30x10 1835 2100 48x24 3410 HOT WATER REHEAT COIL SCHEDULE MAX AIR WATER BASIS OF DESIGN COIL SIZE FACE MARK CFM (W'x H") VEL CAPEAT LAT MAX PD FLOW EWT LWT MAX PD MANUFACTURER AND REMARKS FPM (MBH) (OF) (OF) (IN WG) GPM (OF) (OF) (FT) MODEL NUMBER RHC-1 300 14 X 8 700 13.2 55 95 1.0 1.3 160 140 10 EXISTING COIL EQ CLEAN -PROVIDE NEW CONTROL VALVE AND WIRING TO BAS CONTROLLER RHC-2 1,000 18 X 12 700.0 44.0 55 95 1.0 4.4 160 140 10 TRANE TYPE T STORAGE NORTH RHC-3 1,000 18 X 12 700.0 44.0 55 95 1.0 4.4 160 140 10 TRANE TYPE T STORAGE CENTER RHC4 1,000 18 X 12 700.0 44.0 55 95 1.0 4.4 160 140 10 TRANE TYPE T STORAGE SOUTH RHC-5 600 14 X 9 700.0 26.4 55 95 1.0 2.6 160 140 10 TRANE TYPE T MANAGER 118 RHC-6 400 14 X 9 700.0 17.6 55 95 1.0 1.8 160 140 10 TRANE TYPE T CONFERENCE/LIBRARY 115 RHC-7 400 14 X 9 700.0 17.6 55 95 1.0 1.8 160 140 10 TRANE TYPE T NURSE OFFICE 114 RHC-8 1,000 18 X 12 700.0 44.0 55 95 1.0 4.4 160 140 10 TRANE TYPE T WAITING EAST RHC-9 1,000 18 X 12 700.0 44.0 55 95 1.0 4.4 160 140 10 TRANE TYPE T WAITING / RECEPTION 101 RHC-10 500 14 X 9 700.0 22.0 55 95 1.0 2.2 160 140 10 TRANE TYPE T STEREOTACTIC / DEXA RHC-11 500 14 X 9 700.0 22.0 55 95 1.0 2.2 160 140 10 TRANE TYPE T ULTRASOUND 135 RHC-12 500 14 X 9 700.0 22.0 55 95 1.0 2.2 160 140 10 TRANE TYPE T TECHS AREA 129 RHC-13 400 14 X 9 700.0 17.6 55 95 1.0 1.8 160 140 10 TRANE TYPE T PHYSICIAN OFFICE 137 RHC-14 500 14 X 9 700.0 22.0 55 95 1 2.2 160 140 10 TRANE TYPE T VESTIBULES, CORRIDOR SUPPLY DUCT / INSULATED FLEXIBLE _ METAL DUCT DIAMETER'D' o AS INDICATED ON VOLUME a o BRANCH DUCT DRAWINGS DAMPER U- a U) _ BEARING w _ QUADRANT LOCKING LEVER �114�v \ \ 45 EXIT TRANSITION Q' \ PROVIDE CORNER PIECES TO ROUND TO CLOSE OPENINGS EA, RA FLOW f `--► SA FLOW TRUNK DUCT - EXHAUST/ RETURN/ SUPPLYAIR DUCT BRANCH DETAIL NO SCALE SQUARE THROAT W RADIUS ELBOW ELBOW WITH VANES (CENTERLINE R = 32 = STD RADIUS) NOTE: DUCTWORK HAS BEEN SHOWN USING SQUARE ELBOWS. RADIUS OR RADIUS WITH VANES MAY BE USED AT CONTRACTOR'S OPTION. NOTE: PROVIDE REQUIRED ELBOWS AND TRANSITIONS TO CONNECT TO BRANCHES. MINIMUM DUCT WIDTH SHALL NOT BE LESS THAN 4". RADIUS ELBOW WITH VANES VOLUME DAMPERS TYPICAL ELBOWS AND SPLITTER DETAIL NO SCALE TRANSITION AS REQUIRED MAXIMUM SLOPE 3:1 REHEAT COIL ACCESS DOOR ON UPSTREAM SIDE OF COIL SEAL ALL PENETRATIONS W AIR FLOW REHEAT COIL DETAIL 5 NO SCALE SUSPEND COILS INDEPENDENTLY WITH VIBRATION ISOLATORS FLEXIBLE PIPE CONNECTION STRAINER WITH BLOW DOWN PLUG ONLY SHUT OFF VALVE PRESSURE AND TEMPERATURE TEST PLUG IENDENT CEILING DIFFUSER TYPICAL FLEXIBLE METAL DUCT TO 2 CEILING DIFFUSER NO SCALE TR) IF F i/. /_ CEILING ROUND - SQUARE OR RECTANGULAR DUCT AS INDICATED - HARD CONNECTION TO AIR DEVICE - CEILING T- VLtLt1Y� DIFFUSER TYPICAL DUCT TO DIFFUSER CONNECTION NO SCALE Project No. 09005.00 M41 $DATE$ $TIME$ $FILEA$ 02012 DH/PK Architects, Inc. w A a a a a ! M O Q0 co w QO PLUMBING LEGEND DEMOLITION NOTES NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT 1. THE CONTRACTOR SHALL REMOVE ALL PLUMBING FIXTURES, TRIM, CARRIERS, SUPPLIES, PIPING, VALVES, EQUIPMENT, ETC. SYMBOL DESCRIPTION ABBREVIATION SYMBOL DESCRIPTION THAT IS OBSOLETE DUE TO CHANGES IN THE BUILDING. SANITARY SEWER SAN o FD FLOOR DRAIN 2. WHERE EXISTING CONDITIONS ARE SHOWN, THEY HAVE BEEN DERIVED FROM AVAILABLE DRAWINGS AND REPRESENT THE — — — — — — — — — VENT V o VTR VENT THRU ROOF ENGINEER'S BEST ESTIMATE OF ACTUAL CONDITIONS BUT HAVE STORM ST o FCO CLEANOUT (FLOOR) NOT IN ALL CASES BEEN VERIFIED BY FIELD INVESTIGATION. - COLD WATER CW o GCO CLEANOUT (GRADE) 3. THE CONTRACTOR SHALL NOT ASSUME THAT EXISTING CONDITIONS LPCW "LOW" (STREET) PRESSURE COLD WATER LPCW WCO CLEANOUT (WALL) ( SHOWN ON THE DRAWINGS ARE COMPLETE AND ACCURATE REPRESENTATIONS OF THE EXISTING PLUMBING SYSTEMS. THE HPCW "HIGH" (PUMP) PRESSURE COLD WATER HPCW WCO CLEANOUT (WALL) CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR - - HOT WATER HW WITH THE SITE CONDITIONS BEFORE SUBMITTING A BID. ANY ADDITIONAL (E) / EXIST EXISTING WORK CAUSED DUE TO LACK OF KNOWLEDGE OF EXISTING SYSTEMS - - - HOT WATER RETURN HWR UR URINAL SHALL BE DONE AT NO ADDITIONAL EXPENSE TO THE OWNER. IF FLOW - IN DIRECTION OF ARROW AGREEABLE TO THE OWNER, THE CONTRACTOR CAN ESTABLISH LINE L LAVATORY ITEM COSTS FOR POSSIBLE DEMOLITION ITEMSTHAT ARE UNABLE TO c RISER DOWN (ELBOW) SH SHOWER BE IDENTIFIED WITH REASONABLE INVESTIGATION. RISER UP (ELBOW) S SINK E— RISE OR DROP HB HOSE BIBB BRANCH - TOP CONNECTION � WH WALL HYDRANT .. BRANCH - BOTTOM CONNECTION ES EMERGENCY SHOWER —c-Fo BALANCING VALVE BFP BACKFLOW PREVENTER D-4— SHUTOFF VALVE I.E. PIPE INVERT ELEVATION 10 GAS COCK F.F.E. FINISH FLOOR ELEVATION _9 PRESSURE GAUGE T.O.F. TOP OF FOOTER ELEVATION -� SECOND STAGE GAS PRESSURE REGULATOR B.O.F. BOTTOM OF FOOTER ELEVATION —— PRESSURE REDUCING VALVE OFCI OWNER FURNISHED RELIEF OR SAFETY VALVE CONTRACTOR INSTALLED A SOLENOID VALVE C LIMIT OF REMOVAL / DEMOLITION C>+ VALVE IN RISER NEW TO EXISTING CAP PIPING TO BE REMOVED —��— UNION X PLUMBING DETAIL / RISER NUMBER XX DRAWING NUMBER GENERAL NOTES 1. THE FOLLOWING NOTES ARE GENERAL IN NATURE AND PERTAIN TO THE ENTIRE PROJECT. WHERE THERE ARE EXCEPTIONS, ADDITIONS, OR REVISIONS TO THESE NOTES SUCH EXCEPTIONS, ADDITIONS OR REVISIONS ARE SO NOTED ON THE PARTICULAR DRAWING THEY OCCUR. 2. PIPING IS SHOWN IN SCHEMATIC FORM. ALL WORK SHALL BE COORDINATED WITH ALL TRADES INVOLVED. 3. REFER TO ARCHITECTURAL PLANS FOR LOCATION OF ALL EQUIPMENT. 4. ACCESS PANELS SHALL BE PROVIDED, WHERE REQUIRED, TO SERVICE VALVES AND OTHER MECHANICAL EQUIPMENT. 5. ALL VALVES IN CORRIDORS SHALL BE LOCATED 1'- 0" AWAY FROM WALLS CLEAR OF SOFFITS UNLESS NOTED OTHERWISE. 6. STORM AND SANITARY PIPING 3" AND LARGER SHALL BE SLOPED AT 1/8" PER FOOT UNLESS NOTED OTHERWISE. 7. VERIFY ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS CERTIFIED DRAWINGS. FIELD VERIFY AND COORDINATE ALL DIMENSIONS PRIOR TO FABRICATION. 8. FIELD VERIFY ALL EXISTING CONDITIONS DURING DEMOLITION AND REROUTE PIPING CONFIGURATIONS AS NECESSARY. 9. UNLESS NOTED OR OBVIOUS OTHERWISE, PIPE RUNS SHOWN OCCUR IN THE CEILING SPACE OF THE LEVEL INDICATED ON PLANS. DRAWING INDEX SHEET NUMBER TITLE PP.1 PLUMBING LEGEND, NOTES & SCHEDULES PDA PLUMBING DEMOLITION PLAN - UNDERSLAB PD.2 PLUMBING DEMOLITION PLAN - GROUND FLOOR PUA PLUMBING PLAN - UNDERSLAB PS.1 PLUMBING PLAN - GROUND FLOOR PLUMBING FIXTURE CONNECTION SCHEDULE SYMBOL DESCRIPTION FIXTURE / FITTING FLUSH VALVE / FAUCET STRAINER / DRAIN / TRAP SUPPLY STOP(S) SUPPORTS WASTE TRAP VENT CW HW REMARKS / OPTIONS WC-1 WATER CLOSET - ADA COMPLIANT AMERICAN STANDARD "FLOWISE" #3461.001 ZURN Z6000AV.WS1 4" INTEGRAL 2" 1" --- L-1 LAVATORY - ADA COMPLIANT AMERICAN STANDARD "LUCERNE #0356.015 T & S BRASS #13-0865-04 McGUIRE #155A / #138912 McGUIRE #2165CCLK ZURN #Z1231 2" 12" X 12" 2 2" 2" TRUEBRO LAV-GUARD MODEL #102 S-1 SINK ELKAY LR-1720-3 (14" X 14" X 7Y8") T & S BRASS #13-0865-04 ELKAY LK-35 / McGUIRE #68912 McGUIRE #2165CCLK SELF RIMMING 2" 1 2" X 12" 2" 2" " FCO FLOOR CLEANOUT ZURN #ZN-1400 CAST IRON WITH POLISHED NICKLE BRONZE TOP SEE PLANS --- --- -_ --- CO CLEANOUT ZURN #ZN-1400 CAST IRON CLEANOUT WITH FERRULE PLUG SEE PLANS --- --- --- --- SA SHOCK ARRESTOR PPP INC. SC SERIES --- -_ --- -_ -- INSTALL IN UPRIGHT POSITION U C U) 4- J N Q N N 4 co i CD Q� N� N U _O Cn •- cc � o 0- L aU aD o v 0) `L rn o 2 E2a,z _ N U �' N vi � NLL co dJ 0 m wN cn O � I Q O a 3 m o` U) L`- 0- ^ W N cz Lu Q O C) Tw CZ i rU o o LL 06 U) w �-- (3) O z a) U z w a r r w �C/( (� tV V z m m o U) :D CI- E Project No. 09005.00 $DATE$ $TIME$ $FILER$ 02012 BWPK Architects, Inc. 0 r N M 00 a N 00 0 L L / design i I Heery International Inc. 4700 Millenia Boulevard, ,I. ;:,X.AM Suite 550, 3- Orlando, Florida 32839 _ lxCttr; 4070992,6300 I Seal: \`���11�1111I/�` �.�.\\ \ .0' P,,� `//� No 3 43 NORTH �r PLUMBING PLAN DEMOLITION - UNDERSLAB 4-*' SCALE : %" = 1' - 0" ��r Ime 12 GARY D. STARRETT - PE #33443 U Cn ^U, W tf U LO co O W N \L 00 i "Zi- c:, rn O CYJ N N O (_ U ¢O co co CD eV \ -0 � U O N Z +� O Cn O C CcJ O 0 COJ ccoo U_ J c O aJ Ir U CD O � I � O a 3 m 0 V i CD N m _�_ Q CD C/ ) C1� O LJ 0 < V /�( z � _o z Q CL aD z a O U O CIO :�E a) W 0 U) m CD _z m m :_5 O —J E C/) Project No. 09005.00 PDA ©2012 BI+PK Architects, Inc. $DATE$ $TIME$ $FILEA$ N �2r 00 0 I Q II 0 c 3 C. 4 C. I I -- - - - - - - - - - - - - - - - - - - - - - -' 1 I T I I � I n O—D I r--------- - - - - - - NORTH GZ PLUMBING PLAN DEMOLITION - GROUND FLOOR r SCALE : %" =1' - 0" r --- ii I I I I 1 I 1 - - - - - - - - - - - - - - - + I I I I .1, SEE DEMOLITION FOR CONTINUATII NOTE: 1. REMOVE EXISTING NITROGEN & NITROUS OXIDE LINES BACK TO SHUT- OFF VALVES AT FIRST FLOOR AND CAP EXISTING PIPING tT 5TTT��. FA I TkCTZTMI 1/ ED SEE DEMOLITION PLAN FOR CONTINUATION EMOLITION U C W U U Gam/' n l LC) W N L co v CD co N� N O = L CO � O� O C (p N � O U 10' `L u� mz Ci i�i 6 U) C) C C Ln O ONO IL CL J C 0 .N Cr =3 N U) U N CD 0 N I Q o a 3 V J L O O ^, J W LL- N cz 0 z � O O .I - 0 H z Q m a� z O � U O c� W v ) co z m m � � o 0- E CL U) 'roject No. 09005.0 PD.2 $DATE$ $TIME$ $FILEA$ 02012 BI-WK Architects, Inc. rN a CR I hoa L30 V. � I 00 3" SAN UP FOR FUTURE WATER FEATURE Y (E) 3" UP TO 3" FCO 2" CONDENSATE LINE UP 2" VENT UP 4" SAN UP 2" SAN UP— 2" SAN UP 2" VENT UP 411 (E) 4" UP TO 4" FCO L 4" .2" SAN UP �611 (E) 611 (E) 2 11T\� _i ')If OAKII I ID ... .... ... Allf'Akl I I, 2" VENT UP 2" SAN UP 2" SAN UP 2" SAN UP 2" UP TO 2" FCO 4" UP TO 4"FCO 4" SAN UP 2" VENT UP 2" UP TO 2" FCO PRA %J %J I NORTH PLUMBING PLAN - UNDERSLAB SCALE : Y8" = 1' - 0" L vr-N I uII-1 4" SAN UP 0 C/) LO co C\J (D CD C\l J co co CD co C"i C\J O J- C/) 0 M (0 C\J o CD LL 0 C6 co Z: 4--1 a) cn C� C = L173 0 0a-) - co u- 0- __J -0 W a) cr_ C' O o C/) 0— (D N Cz C/) TO Cz 0 H U) LLj _(D C) C (D Cz (D 4-1 U) Cl (D 0 ao 0 C/) 0— E C/) Project No. 09005.00 P $DA TE$ $TIME$ $FILEA$ 02012 BH/TIK Architects, Inc. I N n 40 v N O 1* N _ O R N 00 1 %" CW, 1" HW & %" HWR CAPPED FOR FUTURE 2" CONDENSATE DRAIN LINE FOR CONTINUATION SEE 8FC0 MECHANICAL DRAWINGS 7" f'%0K1nCAI0ATC r1DAIAl 1 z" VENT, %" HW & CW DOWN L_1 Y�� d I I I a d I g I 1%" VENT, %" HWFC0 1" CW DOWN �- 172 VENT, %" HW WC-1 & CW DOWN I e FCO 2" VENT DOWN _I I 211 VENT DOWN • 1 %" CW & %" �HW DOWN I" i .1 %" VENT DOWN 2" VENT DOWN . I WC-1 I ,, � 1 1 S_1 1 %" L-1 2 --- -L —Ma— 2 - - ------- - - - - -- I I _ 211 L-1 I - - �a I 1 %" 1 1 " 1 1/2" 3" SAN CAPPED FOR 2„ WC-1 I 1 VENT, HW 1 VENT,HW FUTURE WATER FEATURE & CW DOWN & CW DOWN (6 ABOVE FINISH FLOOR) CAP EXISTING NITROGEN & NITROUS OXIDE LINES FOR FUTURE AT FIRST FLOOR C %" L-11 %" VENT, %'I HW & CW DOWN r _ ... - - J DOWN 1 i IclW K� IEJ •., f '. .a NORTH PLUMBING PLAN - GROUND FLOOR SCALE: 8" = V - 0" 1%"CW&%"HWFOR CONTINUATION SEE THIS SHEET RISER DIAGRAM NTS CAP EXISTING VACUUM MEDICAL AIR & OXYGEN LINES FOR FUTURE U N Q LO co N ^` CD uJ N L co co CD Q, m C\J N O .5 _ c� O CM0Ca CTO N O O d' D) ILL a3 _q?`m 4-1 c> :E Cn CD C = M C-Q 0 o v LJJ co u- 0 � N � U O � I � O � 3 A 0 co i N c� .Q V ) O ICE C V O _7_ O '1 O I li LL z C3 U I i z _CT5 Q Q' '1^ V J (� Cz V z m m � o Q- E I cn Project No. 09005.00 P .1 $DATE$ $TIME$ $FILER$ 02012 BFWK Architects, Inc. FIRE PROTECTION NOTES 0 pl, "wila N M O a N Go 9 Go 1. THIS BUILDING SHALL BE PROTECTED THROUGHOUT BY AUTOMATIC SPRINKLERS. THE DESIGN AND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 13, LATEST ENFORCEABLE EDITION. 2. ADHERE TO AND OBTAIN ALL PERMITS, LICENSES AND ALL GOVERNMENT REQUIREMENTS. 3. ALL AREAS SHALL BE FIRE SPRINKLERED. THIS SHALL INCLUDE ELEVATOR EQUIPMENT ROOMS, ELEVATOR SHAFT PIT, ELECTRICAL ROOMS, TELEPHONE ROOMS, AND ANY CONCEALED SPACES OF COMBUSTIBLE CONSTRUCTION. 4. REFER TO ARCHITECTURAL REFLECTED CEILING AND ELECTRICAL LIGHTING DRAWINGS FOR CEILING DESCRIPTIONS AND HEIGHTS. 5. THE LOCATIONS OF SIAMESE CONNECTION, RISERS, FEED MAINS, CROSS MAINS AND BRANCH PIPING WHERE SHOWN ON THE DRAWINGS IS APPROXIMATE. FINAL LOCATION IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE IN COMPLIANCE WITH THE SPECIFICATIONS AND ALL APPLICABLE CODES OR REGULATIONS. 6. PROVIDE HEADS GUARDS FOR SPRINKLERS IN ELECTRICAL ROOMS, ELEVATOR MACHINE ROOMS AND ANY HEADS THAT ARE SUBJECT TO MECHANICAL DAMAGE AND/OR BELOW T-0" 7. NOT ALL PIPING, VALVES AND APPURTENANCES ARE SHOWN ON PLANS. REFER TO PIPING AND RISER DIAGRAMS, DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 8. INSPECTOR'S TEST CONNECTIONS SHALL BE PROVIDED FOR ALL ZONES SO THAT THE WATER FLOW SWITCH FOR EACH ZONE CAN BE TESTED. CONNECTIONS SHALL HAVE A MINIMUM 1 1/2 INCH OUTLET AND DRAIN VALVE LOCATED IN AN ACCESSIBLE LOCATION PIPED TO AN APPROVED LOCATION. 9. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON- ACCESSIBLE CEILINGS AND CHASES. 10. ALL VALVES ON THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY SUPERVISED. TYPE AND EXACT LOCATION OF FLOW AND SUPERVISORY SWITCHES SHALL BE ACCOMPLISHED BETWEEN THE DIFFERENT RESPONSIBLE TRADES. 11. PROVIDE A PERMANENTLY ATTACHED NAME TAG STATING THE REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED SYSTEM. 12. ALL SPRINKLER HEADS MOUNTED IN CEILING SHALL BE LOCATED A MINIMUM OF 4" AWAY FROM ANY WALLS, CEILING HEIGHT CHANGES OR ANY OTHER VERTICAL INTERSECTING STRUCTURAL SURFACE. 13. PROVIDE SPRINKLERS ABOVE AND BELOW EXPOSED DUCTWORK 48" OR WIDER. 14. PROVIDE ADDITIONAL OFFSETS OR FITTINGS REQUIRED FOR PROPER INSTALLATION, COORDINATION WITH OTHER TRADES, AND/OR TO MAINTAIN PROPER CLEARANCES. VERIFY STRUCTURAL, MECHANICAL, ELECTRICAL INSTALLATIONS TO AVOID OBSTRUCTIONS OR INTERFERENCE WITH FIRE PROTECTION PIPE ROUTING. 15. FIRE STOP ALL PENETRATIONS OF SMOKE/FIRE WALLS. FIRESTOPPING SHALL BE OF A U.L. LISTED ASSEMBLY. 16. SPRINKLER HEADS ARE TO BE COORDINATED WITH ALL DIFFUSERS, SPEAKERS, LIGHTING FIXTURES, CEILING SYSTEMS AND STRUCTURAL SYSTEM. 17. SPRINKLER SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT. NO INSTALLATION SHALL BE PERMITTED UNTIL SPRINKLER SHOP DRAWINGS HAVE BEEN APPROVED. 18. DESIGN CRITERIA: A. ALL LIGHT HAZARD AREAS (OFFICES, TREATMENT ROOMS, ETC.) SHALL BE HYDRAULICALLY DESIGNED FOR A DENSITY OF 0.10 GPM/SQ. FT. OVER THE MOST HYDRAULICALLY REMOTE 1,500 SQ. FT. AND SHOULD INCLUDE A 100 GPM INSIDE HOSE STREAM ALLOWANCE. B. ALL ORDINARY HAZARD AREAS (MECHANICAL ROOMS, STORAGE AREAS, ETC.) SHALL BE HYDRAULICALLY DESIGNED FOR A DENSITY OF 0.20 GPM/SQ. FT. OVER THE MOST HYDRAULICALLY REMOTE 1,500 SQ. FT. AND SHOULD INCLUDE A 100 GPM INSIDE HOSE STREAM ALLOWANCE AND A 150 GPM OUTSIDE HOSE STREAM ALLOWANCE. 20. UNLESS OTHERWISE NOTED, ALL SPRINKLER HEADS TO BE QUICK RESPONSE. LEGEND V 0 05 V ZZo.1,017A EXISTING PIPE NEW PIPE PIPING TO BE REMOVED NEW TO EXISTING LIMIT OF REMOVAL SPRINKLER BRANCH LINE OUTLET (SPRINKLER OUTLET SHALL BE TO THE SIDE, NOT DOWN.) O TEE CLAMP, CENTER ON TILES AS INDICATED ON ARCH_ REFLECTED CEILING PLAN CEILING TILE CEILING GRID TEE FLEXIBLE PIPE PIPE CLAMP TYPICAL SPRINKLER HEAD FLEXIBLE PIPE OPTION w J a a Y Z U c m= C0 1" CAST IRON SCR. 90 DEG. ELL 1" CAST IRON SCR. 90 DEG. ELL OR TEE (AS REQ'D) SPRINKLER BRANCH LINE PIPING (SPRINKLER OUTLET MAY BE TURNED DOWN, DEPENDING ON SITUATION.) 1" PIPING TO PENDENT SPRINKLER HEAD LINE OF SUSPENDED CEILING u TYPICAL SPRINKLER HEAD ------ Z HARD PIPE OPTION SUPPLY DETAIL FOR SPRINKLER HEADS NTS SPRINKLER SYMBOL DESCRIPTION SYMBOL SIZE TYPE RESP FINISH TEMP K-FACTOR EXISTING --_ r __ __ o CONCEALED QR WHITE 165 5.6 0 y SSU QR BRASS 165 5.6 O INDICATES SPRINKLER HEAD WITH GUARD DRAWING INDEX SHEET NUMBER TITLE FF.1 FIRE PROTECTION LEGEND, NOTES & SCHEDULES FDA FIRE PROTECTION DEMOLITION PLAN - GROUND FLOOR FKA FIRE PROTECTION PLAN - GROUND FLOOR DEMOLITION NOTES 1. THE CONTRACTOR SHALL REMOVE ALL SPRINKLER HEADS, PIPING, VALVES, EQUIPMENT, ETC. THAT IS OBSOLETE DUE TO CHANGES IN THE BUILDING. 2. WHERE EXISTING CONDITIONS ARE SHOWN, THEY HAVE BEEN DERIVED FROM AVAILABLE DRAWINGS AND REPRESENT THE ENGINEER'S BEST ESTIMATE OF ACTUAL CONDITIONS BUT HAVE NOT IN ALL CASES BEEN VERIFIED BY FIELD INVESTIGATION. 3. THE CONTRACTOR SHALL NOT ASSUME THAT EXISTING CONDITIONS SHOWN ON THE DRAWINGS ARE COMPLETE AND ACCURATE REPRESENTATIONS OF THE EXISTING FIRE PROTECTION SYSTEMS. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH THE SITE CONDITIONS BEFORE SUBMITTING A BID. ANY ADDITIONAL WORK CAUSED DUE TO LACK OF KNOWLEDGE OF EXISTING SYSTEMS SHALL BE DONE AT NO ADDITIONAL EXPENSE TO THE OWNER. IF AGREEABLE TO THE OWNER, THE CONTRACTOR CAN ESTABLISH LINE ITEM COSTS FOR POSSIBLE DEMOLITION ITEMSTHAT ARE UNABLE TO BE IDENTIFIED WITH REASONABLE INVESTIGATION. U C W N Q CD N � q o C' N U � O LL =-m O cum ccm,I o cacc CD '� o _LL o N M Z O � Cn o 0 C\J 0 O 0 co LL II .J 0 .Q Cr a m � N � tN i N r- 0 N 1 0 Cn W >-, J � N L Cz U CL Cn O cV U) _7_ L O O LL Z Z L' L U z= O a� U �--' L Cz F O o0 O W Q cc E LL W Project No. 09005.00 FFA $DATE$ $TIME$ $FILEA$ 02012 BWPK Architects, Inc. N a v N O CO CO U U) nC) W L Q LO CO N ^ ` O N L 00 CO rn C\JO C\J N O = OLL CO O Cr) 0 � f 3 N O —za (a�� _ o v a' � C') U g Cn O c c In c- CCJ 000 LL 0- Cl) c 0 a� 70 IZ N O � I Q O a 3 0 V ) L� `0— W N cz CDL z = Q � C -� 0 z H O O w 0 U O a -O = v0 w I � Cz rr Q W �z 0 w0 w Er w0 Project No. 09005.00 FD.1 ©2012 BI WK Architects, Inc. N is W Q N N 00 O NORTH FIRE PROTECTION PLAN - GROUND FLOOR SCALE: %" =1' - 0" NOTES: 1. ALL SPRINKLER BRANCH RUNOUTS SHALL BE 1" UNLESS NOTED OTHERWISE 2. FOR EXISTING SPRINKLER PIPE SIZES SEE SHEET FD.1 VA4Al*w- 0 C cn 4-1 U N Q LO `fl Nco W N L � (D co cli N 0 _ L U) O ICON O o �o-,z O N 4-1 Z3 pcoLr) C C C\J 0 O 0 ONO lL d J Cn C O O a= a m Q) N U U N � O � I Q O a 3 m O V L Q) � N 0 CZ O I ) /� V L.L TO 1 C V z _-0 _o O LL Ir C) z (D C JW U z -~' O ( U LU cZ a � O W r n C O W Q cc E u— Project No. 09005.00 FKA 02012 BWPK Architects, Inc. yUH I G.p .p I IIIICy .prILCA.p ELECTRICAL SYMBOLS NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT. 61 Rn a O N N, f IN M o N Q0 00 WIRING DEVICES: DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) IN WALL +18" OR AS NOTED. IG = (NEMA 20-R) WITH ISOLATED GROUND TL = TWIST LOCK TYPE S = SECURITY TYPE COVER AND SCREWS EQUAL TO FAILSAFE #SSB1-1D DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) - IN WALL 6" ABOVE COUNTER TOP OR BACK SPLASH. SIMPLEX RECEPTACLE - 20A, 125V, 2P, 3W IN WALL +18" OR AS NOTED. DOUBLE DUPLEX RECEPTACLE ( QUAD) ON EMERGENCY, CRITICAL OR LIFE SAFETY CIRCUIT AS INDICATED BY HOME RUN. DUPLEX RECEPTACLE - 20A, 125V, 3W ( NEMA 5-20R) IN WALL 8" ABOVE COUNTER TOP ON EMERGENCY, CRITICAL OR LIFE SAFETY CIRCUIT AS INDICATED BY HOME RUN DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) IN WALL +18" OR AS NOTED. ON EMERGENCY, CRITICAL OR LIFE SAFETY CIRCUIT AS INDICATED BY HOME RUN IG = (NEMA 20-R) WITH ISOLATED GROUND TL = TWIST LOCK TYPE S = SECURITY TYPE COVER AND SCREWS EQUAL TO FAILSAFE #SSB1-1 D DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) - IN WALL +18" OR AS NOTED - ONE RECEPTACLE HOT, ONE RECEPTACLE SWITCHED. DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R). FLUSH MOUNTED IN FLOOR WITH SERVICE FITTINGS. DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R). FLUSH MOUNTED IN FLOOR WITH SERVICE FITTINGS. ON EMERGENCY, CRITICAL OR LIFE SAFETY CIRCUIT AS INDICATED BY HOME RUN. DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R), FLUSH MOUNTED IN CEILING. FLOOR OUTLET BOX WITH SIMPLEX RECEPTACLE - 20A, 125V, 2P, 3W, (NEMA 5-20R). OUTLET BOX IN COUNTER TOP WITH SERVICE FITTINGS AND DUPLEX RECEPTACLE 20A, 125V, 2P, 3W (NEMA 5-20R). TRIPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) - IN WALL +18" OR AS NOTED. TRIPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) - IN CEILING. TRIPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) - IN WALL 8" ABOVE COUNTER TOP OR BACKSPLASH. GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 20A, 125V, 2P, 3W IN WALL +18" OR AS NOTED. GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE, 20A, 125V, 2P, 3W IN WALL +6" ABOVE COUNTER TOP OR BACK SPLASH. UNLESS OTHERWISE NOTED. QUADPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) IN WALL +18" OR AS NOTED. IG = (NEMA 20-R) WITH ISOLATED GROUND TL = TWIST LOCK TYPE S = SECURITY TYPE COVER AND SCREWS EQUAL TO FAILSAFE #SSB1-1D QUADPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) IN WALL +6" ABOVE COUNTER TOP OR BACK SPLASH. IG = (NEMA 20-R) WITH ISOLATED GROUND TL = TWIST LOCK TYPE S = SECURITY TYPE COVER AND SCREWS EQUAL TO FAILSAFE #SSB1-1D .69& DUPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) WITH SWITCH, IN TWO GANG BOX - IN WALL +18" OR AS NOTED. L,e- SIMPLEX RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) WITH FUSE HOLDER AND FUSESTAT - IN WALL OR AS NOTED. DUPLEX COMBINATION RECEPTACLE 20A, 125V, 2P, 3W (NEMA 5-20) AND 20A, 250V,1 PH, 2P, 3W (6-20R) IN WALL +18" OR AS NOTED. SIMPLEX POWER RECEPTACLE 250V,1 PH, 2P, 3W 20A, 30A OR 50A AT OUTLET INDICATES AMPERE RATING (NEMA 6-20R, 6-30R OR 6-50R) IN WALL +18" OR AS NOTED. DUPLEX POWER RECEPTACLE - 20A, 250V,1 PH, 2P, 3W (NEMA 6-20R) - IN WALL +18" OR AS NOTED. DUPLEX POWER RECEPTACLE - 20A, 277V, 2P, 3W (NEMA 7-20R) - IN WALL OR AS NOTED. SIMPLEX POWER RECEPTACLE - DUAL VOLTAGE 125/250V,1 PH, 3P, 4W 20A, 30A, 50A OR 60A AT OUTLET INDICATES AMPERE RATING (NEMA 14-20R, 14-30R, 14-50R OR 14-60R) IN WALL +18" OR AS NOTED COMBINATION FLOOR BOX, DOUBLE DUPLEX P RECEPTACLE - 20A 125V 2P. 3W. TO BE POURED IN PLACE. COMBINATION FLOOR BOX, DOUBLE DUPLEX R RECEPTACLE - 20A 125V 2P. 3W. TO BE USED IN RAISED FLOOR TILES. SIMPLEX POWER RECEPTACLE - 250V, 3PH, 3P, 4W-20A, 30A, 50A OR 60A AT OUTLET INDICATES AMPERE RATING (NEMA 15-20R,15-30R, 15-50R OR 15-60R) - IN WALL +18" OR AS NOTED. WIRING DEVICES: RAISED FLOOR DISTRIBUTION BOX LOCATED ON SLAB BELOW RAISED FLOOR TILES. WIREMOLD # SDU-PD-X SIMPLEX POWER RECEPTACLE - DUAL VOLTAGE - 120V/208V, 3PH Y, 4P, 4W-20A, 30A, 50A OR 60A AT OUTLET INDICATES AMPERE RATING (NEMA 18-20R, 18-30R, 18-50R OR 18-60R) - IN WALL +18" OR AS NOTED. CLOCK HANGER RECEPTACLE - 20A, 125V, 2P, 3W (NEMA 5-20R) - IN WALL +84" OR AS NOTED. OPERATING ROOM X-RAY OUTLET IN WALL 60" ABOVE FLOOR TO BOTTOM OR AS NOTED. ®- OUTLET WITH SPECIAL DEVICE AS NOTED - +18" AFF OR AS NOTED. ® OUTLET WITH SPECIAL DEVICE AS NOTED - IN FLOOR. OUTLET WITH SPECIAL DEVICE AS NOTED - IN CEILING. Q-H JUNCTION OR OUTLET BOX IN WALL. +18" OR AS NOTED. JO JUNCTION OR OUTLET BOX IN FLOOR. - JUNCTION OR OUTLET BOX IN CEILING. 0­9 FREE STANDING OUTLET BOX - ON CONDUIT STUB WITH TYPE DEVICE AS INDICATED +4" ABOVE FLOOR OR AS NOTED. THERMOSTAT IN WALL OR AS NOTED. SINGLE POLE WALL SWITCH. LOWER CASE LETTERS INDICATE FIXTURES ASSOCIATED WITH SWITCH. 2 = 2 POLE 3 = 3 WAY 4 = 4 WAY P/L = SWITCH WITH PILOT LIGHT L/T = LOCKING TYPE SWITCH K = KEY TYPE SWITCH S = SECURITY TYPE COVER WITH KEY SWITCH MOUNT AT +48" UNLESS NOTED OTHERWISE. B TWO SWITCHES FOR BI-LEVEL SWITCHING MOTION DETECTOR IN CEILING MOTION DETECTOR IN WALL PUSH BUTTON - S.S. INDICATES START, STOP OR AS INDICATED. 4- LOCAL LIGHT DIMMER. MOUNT AT +48" UNLESS OTHERWISE NOTED. 3 INDICATES 3 WAY 4 INDICATES 4 WAY. RAISE/LOWER CONTROL FOR REMOTE LIGHT DIMMER. 2 MOTOR SPEED CONTROLLER 2 SPEED, 3 SPEED OR V - VARIABLE SPEED AS INDICATED. LIGHTING FIXTURES: �O 2x4 1 ® lx4 FLUORESCENT FIXTURE AS SPECIFIED I--O-� STRIP CONNECTED TO NORMAL POWER. �O 2x2 ® 2x4 ® lx4 FLUORESCENT FIXTURE AS SPECIFIED STRIP CONNECTED TO LIFE SAFETY OR LEGALLY REQUIRER POWER. ® 2x2 ® 2x4 ® lx4 FLUORESCENT FIXTURE AS SPECIFIED I--o-� STRIP CONNECTED TO EMERGENCY OR CRITICAL POWER. 2x2 ® 2x4 ® lx4 FLUORESCENT FIXTURE AS SPECIFIED I--�� STRIP CONNECTED TO EMERGENCY OR CRITICAL POWER WITH INSTANTANEOUS BATTERY ® 2x2 ® DOWN LIGHT AS SPECIFIED. CONNECTED TO NORMAL POWER. ® DOWN LIGHT AS SPECIFIED. CONNECTED TO LIFE SAFETY OR LEGALLY REQUIRER POWER. ® DOWN LIGHT AS SPECIFIED. CONNECTED TO EMERGENCY OR CRITICAL POWER. WALL MOUNTED FIXTURE AS SPECIFIED MOUNTED o- +84" ABOVE FLOOR OR AS NOTED. CONNECTED TO NORMAL POWER WALL MOUNTED FIXTURE AS SPECIFIED MOUNTED +84" ABOVE FLOOR OR AS NOTED. CONNECTED TO LIFE SAFETY OR LEGALLY REQUIRER POWER. WALL MOUNTED FIXTURE AS SPECIFIED MOUNTED +84" ABOVE FLOOR OR AS NOTED. CONNECTED TO EMERGENCY OR CRITICAL POWER. ® EXIT LIGHT, CEILING MOUNTED, ARROW DIRECTION AS INDICATED ON PLAN. CONNECTED TO LIFE SAFETY OR LEGALLY REQUIRER POWER. EXIT LIGHT, WALL MOUNTED +84" ABOVE FLOOR { OR AS NOTED. ARROW DIRECTION AS INDICATED ON PLAN. CONNECTED TO LIFE SAFETY OR LEGALLY REQUIRER POWER. LIGHTING FIXTURES: WALL MOUNTED BATTERY OPERATED EMERGENCY LIGHT FIXTURE. +90" UNLESS OTHERWISE NOTED. CEILING MOUNTED BATTERY OPERATED EMERGENCY LIGHT FIXTURE. o- WALL MOUNTED SPECIAL LETTERING SIGN AS SPECIFIED. MOUNT AT +84" UNLESS OTHERWISE NOTED. REMOTE LIGHT FIXTURE FOR BATTERY OPERATED EMERGENCY LIGHTING HIGH INTENSITY DISCHARGE FIXTURE AS SPECIFIED TYPE FIXTURE AS SPECIFIED ®CHANDELIER SUSPEND FROM CEILING AS NOTED. MISCELLANEOUS SYMBOLS: PROJECTOR OUTLET -IN WALL OP PROJECTOR OUTLET -IN FLOOR BOX �- REMOTE GROUND INDICATOR FOR ISOLATION DISTRIBUTION PANEL, 72" ABOVE FLOOR. OP -� PHOTOCELL nH TIME SWITCH Q REFERENCED NOTE FA-M-q AMPLIFIER - D S - DOOR STRIKE SWITCH. D . F . DRINKING FOUNTAIN E W C . ELECTRIC WATER COOLER MCB. MAIN CIRCUIT BREAKER PM RECEPTACLE POWER MODULE 6 DUPLEX RECEPTACLES PUSHBUTTON CARD READER CONDUIT, RACEWAYS AND LIGHTING: EXPOSED CONDUIT OR SURFACE RACEWAY'R' INDICATES RACEWAY CONDUIT CONCEALED IN WALL OR CEILING CONSTRUCTION CONDUIT CONCEALED IN FLOOR CONSTRUCTION OR UNDERGROUND �MT� SPECIAL SYSTEM WIRING TO CENTRAL EQUIPMENT, PANEL, CABLE TRAY, TERMINAL CABINET OR NEXT DEVICE. TD = TELEPHONE AND DATA MT = EMPTY CP = MASTER CLOCK & PROGRAM SYSTEM MC = MASTER CLOCK SYSTEM IC =INTERCOM SYSTEM TV = TELEVISION SYSTEM TVC = TELEVISION REMOTE CONTROL NC = NURSE CALL SYSTEM P = PAGING SYSTEM T = TELEPHONE SYSTEM GF = CIRCUIT TO GROUND FAULT CIRCUIT BREAKER EIL = EQUIPMENT INTERLOCK MP = MUSIC/PAGING SYSTEM CPP = CENTRAL PAGE/PROGRAM SYSTEM STV = SECURITY TELEVISION SYSTEM M = MUSIC SYSTEM - - - -' -, DIRECT BURIAL CABLE HOME RUN TO PANELBOARD-NUMBER OF ARROWS INDICATES NUMBER OF CIRCUITS EXPLOSION PROOF CONDUIT WITH CONDUIT SEALS. LAY IN WIREWAY DUCT, SIZE AS NOTED. CABLE TRAY, SIZE AS NOTED. FEEDER DUCT -RATING AND NUMBER OF CONDUCTORS AS NOTED. PLUG IN DUCT -RATING AND NUMBER OF CONDUCTORS AS NOTED. PLUG IN STRIP TYPE RECEPTACLES OR OTHER OUTLETS AS NOTED. - - - E- - - UNDER FLOOR DUCT -ELECTRICAL - - - T - - - UNDERFLOOR DUCT - TELEPHONE OR OTHER LOW TENSION AS NOTED. CONDUIT UP CONDUIT DOWN PULL BOX GROUND 000a BUS DUCT POWER/COMMUNICATIONS LINEAR RACEWAY - - - - - - - - MAPNET CIRCUIT FLOOR DUCT GENERAL NOTES: EQUIPMENT: 1. PREFORM WORK IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODE AND ALL MOTOR OUTLET AND CONNECTION. APPLICABLE BUILDING CODES AS INTERPRETED BY THE LOCAL AUTHORITY HAVING EQUIPMENT TYPE AS NOTED. JURISDICTION. O EQUIPMENT TERMINAL POINT VERIFY 2. THE EXISTING CONDITIONS ARE SHOWN AS ACCURATELY AS FIELD CONDITIONS REQUIREMENTS AND LOCATION WITH WOULD PERMIT. BIDDERS SHALL THOROUGHLY EXAMINE THE CONTRACT DOCUMENTS, EQUIPMENT MANUFACTURER. VISIT THE SITE & VERIFY ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL EQUIPMENT TERMINAL POINT IN WALL REPORT TO THE ARCHITECT/ENGINEERING FIRM, BEFORE SUBMITTING A BID, ANY +18" ABOVE FLOOR VERIFY REQUIREMENTS CONDITIONS WHICH MIGHT MAKE INSTALLATION OF REQUIRED EQUIPMENT A PROBLEM. WITH EQUIPMENT MANUFACTURER. NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO INVESTIGATE SAFETY DISCONNECT SWITCH -FUSED CONDITIONS OR MISUNDERSTANDINGS OF THE CONTRACTURAL REQUIREMENTS. UNLESS NOTED N.F. (NON -FUSED). rF-Sl FUSE HOLDER WITH FUSESTAT AND 3. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK, TESTED TOGGLE SWITCH. & READY FOR OPERATION. THE WORD "PROVIDE" MEANS "FURNISHED & INSTALL MOTOR STARTER -MAGNETIC UNLESS COMPLETE & READY FOR USE. NOTED MAN. (MANUAL). ® ELECTRICAL ALTERNATOR 4. SEAL ALL FLOOR & FIRE -RATED WALL PENETRATIONS WITH UL APPROVED G BRANCH CIRCUIT PANELBOARD FIREPROOFING MATERIALS. SURFACE MOUNTED. 5. PROVIDE MINIMUM #12 AWG WIRE SIZE AND Y4" CONDUIT FOR ALL BRANCH CIRCUITRY. BRANCH CIRCUIT PANELBOARD UNLESS OTHERWISE NOTED. FLUSH MOUNTED. POWER DISTRIBUTION PANELBOARD OR 6. MOUNTING HEIGHTS GIVEN ON ELECTRICAL DRAWINGS ARE FOR BIDDING PURPOSES OTHER ELECTRICAL EQUIPMENT -SURFACE ONLY. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR MOUNTING HEIGHTS MOUNTED OR FREE STANDING OF ALL WIRING DEVICES & EQUIPMENT JUNCTION BOXES. WHERE DISCREPANCIES OCCUR BETWEEN ELECTRICAL & ARCHITECTURAL DOCRMENTS, THE ARCHITECTURAL POWER DISTRIBUTION PANELBOARD ELEVATIONS TAKE PRECEDENCE. FLUSH MOUNTED. T-30 DRY TYPE TRANSFORMER. NUMBER 7. FOR ACTUAL LOCATION OF CEILING MOUNTED LIGHTING FIXTURES, SEE INDICATES KVA SIZE. ARCHITECTURAL REFLECTED CEILING PLANS. ® RELAY. RATING AS NOTED. 8. MECHANICAL DRAWINGS TAKE PRECEDENCE OVER DESCRIPTIONS OF MOTORS & SPECIAL CABINET OR EQUIPMENT OTHER MECHANICAL EQUIPMENT. SEE MECHANICAL DRAWINGS FOR ACTUAL AS NOTED. FLUSH MOUNTED. LOCATION OF MECHANICAL EQUIPMENT. CONTACTOR RATINGS AS SCHEDULED. 9. CAREFULLY COORDINATE ALL ROUGH -IN REQUIREMENTS FOR OWNER FURNISHED O DEVICE BRANCH CIRCUIT CONNECTION EQUIPMENT WITH OWNER & EQUIPMENT SUPPLIERS. E V TO ELECTRIC FLUSH VALVE. COORDINATE WITH DIV.15. 10. PROVIDE A GREEN INSULATED GROUNDING CONDUCTOR FOR ALL BRANCH CIRCUITS. 0 G OPERATING ROOM POWER GROUND PANEL GROUND CONDUCTORS ARE NOT SHOWN IN WIRING DESIGNATION. WITH FOUR (4) GROUND JACKS, FOUR (4) DUPLEX HOSPITAL GRADE RECEPTACLES 11. COORDINATE EQUIPMENT ITEMS NEXT TO DEVICES AND EQUIPMENT RECEPTACLES AND EQUALIZER GROUND CONNECTIONS WITH EQUIPMENT PLANS OF THE CONTRACT DOCUMENTS FOR TERMINAL BUS. ( SEE DETAIL) ACTUAL LOCATIONS AND EQUIPMENT DESCRIPTIONS. MGP MASTER REFERENCE GROUND POINT. 12. ALL LIFE SAFETY OR LEGALLY REQUIRED LIGHTING CIRCUITS SHALL BE FED WITH #10 AWG. SPECIAL CABINET OR EQUIPMENT AS NOTED SURFACE MOUNTED 13. COORDINATE THE LOCATION OF ALL IN -FLOOR POWER & COMBINATION BOXES THAT ARE POURED IN -PLACE OR USED IN RAISED FLOORS WITH FURNITURE UTILITY METER AND TRIM LAYOUTS & ARCHITECTURAL DETAILING OF COURTROOMS. NOTES: 1. REFER TO PROJECT MANUAL AND/OR PROJECT DRAWINGS FOR MOUNTING HEIGHTS. 2. UPPER CASE LETTERS'DD' AT DUPLEX RECEPTACLE INDICATES DOUBLE DUPLEX RECEPTACLE IN TWO GANG BOX. 3. LETTERS'WP' AT DEVICE OR EQUIPMENT INDICATES NEMA 3R TYPE. 4. LETTERS'EX' AT DEVICE INDICATES EXISTING. 5. LETTERS "XP' AT DEVICE OR EQUIPMENT INDICATES EXPLOSIONPROOF TYPE. 6. LETTERS'TU AT RECEPTACLE INDICATES TWIST - LOCK TYPE. S - INDICATES SECURITY TYPE, BY FAILSAFE CAT. #SSB1-1D 7. LOWER CASE LETTERS AT SWITCHES AND FIXTURES INDICATES ASSOCIATED UNITS FOR SWITCHING. 8. UPPER CASE LETTERS AT FIXTURE INDICATES FIXTURE TYPE. 9. NUMBER AT FIXTURE OR OUTLET INDICATES PANEL CIRCUIT NUMBER. 10. PLUS (+) SIGN WITH DIMENSION AT OUTLET INDICATES HEIGHT ABOVE FINISHED FLOOR LINE OR HEIGHT ABOVE FINISHED GRADE TO CENTER. GENERAL ELECTRICAL DEMOLITION NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR EXTEND OF DEMOLITION WORK. 2. VISIT SITE & VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING BID. BID SHALL INCLUDE ALL REQUIRED DEMOLITION & / OR RELOCATION OF EQUIPMENT IN WORK AREA, WHETHER SUCH WORK IS OR IS NOT INDICATED ON THE DRAWINGS. 3. RELOCATED EQUIPMENT & EXISTING EQUIPMENT TO REMAIN AFTER DEMOLITIONS SHALL MEET THE REQUIREMENTS OF THE NEW CONSTRUCTION WORK. 4. DEMOLITION REQUIRES THE IDENTIFICATION OF CIRCUITS & THEN THE REMOVAL OF ALL EQUIPMENT. 5. MAINTAIN CONTINUITY OF ALL CIRCUIT AFFECTED BY DEMOLITION, WHETHER INSIDE OR OUTSIDE OF DEMOLITION AREA. 6. PATCH WALL PENETRATIONS FOR RELOCATED EQUIPMENT & RE -CONNECTED CIRCUIT PASSING THROUGH EXISTING WALLS TO REMAIN. 7. REMOVE ALL UNUSED WIRING & EXPOSED CONDUIT BACK TO RESPECTIVE PANELBOARDS. CONCEALED CONDUIT MAY BE ABANDONED IN PLACE WHEN DEMOLITION WOULD NOT ALLOW EASY REMOVE (IE: CONDUIT IN BLOCK WALLS TO REMAIN). REMOVE ALL ABANDONED OUTLETS & REPAIR WALL SURFACES TO MATCH SURROUNDING WALLS. PLACEMENT OF A " BLANK COVER PLATE " OVER THESE OUTLETS WILL BE UNACCEPTABLE. 8. COORDINATE NEW CEILING HEIGHTS WITH EXISTING CONDUIT, WIRE & EQUIPMENT REMAINING. IF THIS EQUIPMENT NEEDS TO BE EXTENDED OR RELOCATED IT WILL BE A PART OF THIS DEMOLITION WORK. Project No. 09005.00 EOO I $DATE$ TIME$ $FILEA$ © 2012 BH/PK Architects, Inc. S iS U Rfl w Ka N Lt---1 C%i co AHU-6 FE 11 +84" 19 6 16 17 IMF. 7 16 T 1 LCA-3 0 V C E4.1 [I F 0 T 19 lil i I f 1 19 6 16 j. 19 17 I I 16 S 0 R46, E 1 19 17 33 I Ff'Lol 1LN1-14,16 0NF E�- R ENCE 14 LILRiARY 14 14 lLN1-17,19 14 J, --- 'Hi p 17 17 14 ---- ------ -- ------------- --- - ---------- - STAIR E4.2 "K" 33 — — — — — — — — — — — J — — — --- — — - I. -------- -- li - J PFL� DUILLED EA.tv C C 3 SU �1 4`„ 3 Iii I - NI SFr%�_ 20 5 5 20 51 21 12 2 3 20 1 LCA-1 • a ii IV 9 C TiL �-� i L. ; ,, \' - - C +84 W �U Ll 13 15fli9 i"Al- I L /A 5 w A I R 1120 51 5 0UT10N 5qk i J FE 9 7 i H 1 Ht 18- C - ----- ----- -- 3 C 3 +84 18 NURSE CALL 1 LN2-3,5 18 18 WATER FEATURE 13 ' i 7 r C II E 12 M, 9 PL 1 LCA-2 Service Service __J I 7 1 LN2-22 Dev Elev I I I r 1 FE S-2 33 S-3 --------- + I L� 22 84- 3 9 r I I,)F 9 7 1 LCA,'O L E4.1 5 4 --4 24 U 4 24 4 Hose. Hosp, 9 Elev. '10 ii 11 Ele 1 Public S-1 S-4 22 �J, z '4 Public Elev 1 LCA-4 Elev STAIR 18 B-2 "J" B-11 13it • 7 7 24 - ---- ----H (4 H Fri 22 F I LN2-7,9 — — — — — P) 1 L 15 /"0 1 LN 1 -18,20 Ld I ! i lLN1-13,15 Elevator 1 LN2-1 1 On 22 0 — — — — — — — — -- % Call Lobby '+84* 22 ELECT 24 TOIL 24 TOIL 2 lCI 4 ip 1 LCA-5 22 E4.1 PAIN ROOM IV 22 VOF OFFICE OFFICE 21 OFFICE 5 I LN 1 -22,24 1 LN2-8 71" 24 -------------- 1LN1-21 CONFERENCE y j 21\ OFFICE 21 1 LN2-33 21 WORK 15 _j j! 21 3 5 3 24 lFE 1 -- +84-1 i VVUKK 3 I -rL if :3 if LitlintripSy Unit Project No. 09005.00 El.l $DATE$ $TIME$ $FILEA$ (D 2012 BH/PK Architects, Inc. N- N O `o co ' N a- � o to FC FC XB - FC FC FC FC FC FC XA b ! FC XB XA .r,},fir b b b b [ I �;- i /t� I iE N I� i I II f Mi FC (i FB �,,, j fq i�L I t n 4 J- �- r- - �, --_ -_ - ti� I!! �;' ' ! ! i? T FA FA FA 1 ; FA (�I XA �_ i I I i 1 FC I { ' XA r.I t: l;nl%p I i I i Public Public I Elev 12 { NOTE #1 FC NOTE #2 is On Elevator Call Lobby _..I TOIL CLOS OFFICE er Ji ti_ PROCEDURES I TOIL J iI f FOIL - - E XAMI , TOIL TOIL !ANITOR CLOSET I { I —=� ! EXISTING PHYSICIANS OFFICES i! I I I OFFICE OFFICE EXAM EXAM EXAM BREAK � ROOM i 4-i II I I } r - -- NOTES: 1. REUSE EXISTING 277 VOLT, 20A/3P LIFE SAFETY CIRCUIT BREAKERS, VERIFY CIRCUIT NUMBER AND EXISTING LOAD AFTER DEMOLITION. 2. REUSE EXISTING 277 VOLT, 20A13P NORMAL CIRCUIT BREAKERS, VERIFY CIRCUIT NUMBER AND EXISTING LOAD AFTER DEMOLITION. 3. REUSE EXISTING 277 VOLT, 20A/3P CRITICAL CIRCUIT BREAKERS, VERIFY CIRCUIT NUMBER AND EXISTING LOAD AFTER DEMOLITION. Project No. 09005.00 E291 © 2012 BH/PK Architects, Inc. $DATE$ $TIME$ $FILEA$ LS rm RO N- N CO m- 00 1-1 rn O 90 a TO EXISTING CATERPILLAR 750 kw 480 VOLT, 30,60 HZ AIC: 42,000 1200A 800 3P EDPA TO UTILITY XFMR � 277/480 VOLT, 30, 4W. SERVICE GRND FLR (C 2 SETS OF 4-500 MCM & 141/0 GRND., IN 2-4"C. 1LN4 I I1LN5 AIC:50,000 SCA: 48,720 M SWBD MDP 277/480 VOLT, 30, 4W. 2 SETS OF 344/0 & - 142 GRND, IN 2-3"C. 1LN3 C n SCA: 39,290I 8WA I LDP 3P I ' HN1 �IHN2 T-300 AIC: 35,000 T-4 SCA:17,055 SCA:18,761 _ 3 SETS OF 4-500 MCM 142/0 GRND & 142/0 GRND, IN 34"C. 'rL��7�fil>�di 2 SETS OF 444/0 4-500 MCM & 143 IN 2-2"C. GRND., IN 4"C. 441& 146 GRND., IN 1 Y2"C. — — AIC: 35,000 SCA:19,950 N N N 350A L L L 1HC1 3P SCA:19,368 CB E E E — ATS-CB ATS-EQ ATS-LS T-225 EDP 800A 400A 800A 250A T_1 AIC: 42,000 AIC: 42,000 AIC: 42,000 SCA:13,586 SCA: 32,918 SCA: 32,918 141/0 GRND 3-500 MCM & 143 GRND, IN 4"C' 2 SETS OF 4-500 MCM & 141/0 GRND, IN 2-411C. r 441/0 & 146 GRND., IN 2"C. 200A DISC. 100A FUSE W/ 150A FUSE DISC. AIC: 35,000 AIC: 35,000 SCA:19,950 SCA:19,950 C 800A A 3P r, 150A 3P 3P LLHE1 SCA:19,368 EQDP 1HL1 SCA:29,130 AIC: 35,000 T-112.5 AIC: 35,000 T-30 SCA:13,190 T-3 SCA:13,190 T-2 SCA:13,586 _ 441/0 & 146 GRND., IN 2"C. SCA: 8,928 141/0 GRND 143 GRND 342/0 & 146 GRND., IN 2"C. EXISTING ELECTRICAL RISER DIAGRAM - DEMO NO SCALE LEGEND: EXISTING REMOVE NOTES: 1. REMOVE PANELS & FEEDERS BACK TO DISTRIBUTION PANELS. IDENTIFY EXISTING DISTRIBUTION BREAKERS AS SPARES ONCE REMOVAL IS COMPLETE. 1LC6 !311110 1LN1 1LN2 I 111-1-1 AIC: 35,000 SCA: 8,548 2ND FLR. GRND FLR. design Heery International Inc, 4700 Millenia Boulevard, Suite 550, Orlando, Florida 32839 407.992.6300 EB 0005176 Seal: `p\S`\�®C R %�/q/����i J l ''°0 O' 3 .p% STATE OF ; IIIIm0d-S—JZ JONATHAN R. CANDOR - PE #49493 mA 0". LA01 Project No. 09005.00 E301 02012 BH/PK Architects, Inc. L. F.;. . $DATE$ $TIME$ $FILEA$ N 5 pi V_ N aD 7 N O DO O NI 0 LN- N CO o � go 0 TO EXISTING CATERPILLAR 750 kw 480 VOLT, 30, 60 HZ AIC: 42,000 200A 8001 3P EDPA TO UTILITY XFMR --a 277/480 VOLT, 30, 4W. SERVICE GRND FLR 2 SETS OF 4-500 MCM & 141/0 GRND., IN 24"C. 1 LN4 I 11 LN5 AIC: 50,000 SCA: 48,720 1LN3 Cn SOOA � C SCA:39,290 LLD 3P 1HN1 4�T-300 AIC:35,000 -4 SCA:17,055 SWBD MDP SCA:18,761 3 SETS OF 4-500 MCM 277/480 VOLT, 30, 4W. 2 SETS OF 3�t4/0 & - 142 GRND., IN 2-3"C. 14210 GRND & 142/0 GRND., IN 34"C 4-500 MCM & 143 GRND, IN 4"C. 1 '] 111 r, r, 1HN2 EDP 800A AIC: 42,000 NOTES: 1. REUSE EXISTING CIRCUIT BREAKER FROM DEMOLITION IN CRITICAL PANEL "CBDP". EXISTING BREAKER IS SQUARE D TYPE "FA" SET AT MAXIMUM ON INSTANTANEOUS SETTING. 2. ADD CIRCUIT BREAKER TO EXISTING DISTRIBUTION PANEL (EQUIPMENT BRANCH) "'IHE1". PROVIDE NEW SQUARE D TYPE "LE". 3. REUSE EXISTING NORMAL PANELS. 31 CIRCUITS WILL BE AVAILABLE FOLLOWING DEMOLITION. THESE CIRCUITS WILL BE USED FOR THIS PROJECT. 1 LC7 I 11 LC 1 441 & 146 GRND., IN 1Y2"C. 2 SETS OF 44410 IN 2-2"C. 441& 146 GRND., IN 1 Y2"C. — — — AIC: 35,000 SCA:19,950 ,. N N N 350A L E L E L E 3P 1 HC1 SCA:19,368 CB. ATS-CB ATS-EQ ATS-LS T-225 400A 800A 250A TT-1 AIC: 42,000 AIC: 42,000 SCA:13,586 SCA: 32,918 SCA: 32,918 14110 GRND 3-500 MCM & 143 GRND, IN 4"C' 2 SETS OF 4-500 MCM & 141/0 GRND., IN 24"C. 1 LCA I 11 LEA 200A DISC. W/150A FUSE \ AIC: 35,000 SCA:19,950 rNOTE #2 NOTE #1 800A 3P AIC: 35,000 SCA:13,190 ELECTRICAL RISER DIAGRAM NO SCALE LEGEND: EXISTING NEW NOTE #3 1LC6 1LN1 1LN2 4 441 & 146 GRND., IN 1Y"C. 100A FUSE DISC. 4-#1 & 441/0 & 146 AIC: 35 \nnn AIC: 35,000 GRND., IN 2"C. SCA:19,950 SCA: 8,548 1LL1 2ND FLR. T-30 C C 350A 148 r, 150A r, 3P GRND —_ - - 3P - 1HE1 SCk 19,368 EQDP 1HL1 SCA:29,130 LSDP T-112.5 AIC: 35,000 T-30 T-3 SCA:13,190 T-2 GRND FLR. SCA:13,586 441/0 & 146 GRND, IN 2"C. SCA: 8,928 design 141/0 GRND 143 GRND Heery International Inc. 3-#2/0 & 146 GRND, IN 2"C' 4700 Millenia Boulevard, Suite 550, Orlando, Florida 32839 407.992.6300 FB 0005176 Seal: STATE OF ; 0 itlilli JONATHAN R. CANDOR - PE #49493 Project No. 09005.00 E3,02 ©2012 BHIPK Architects, Inc. $DATE$ $TIME$ $FILER$ lql N O go to o N �er 00 EXISTING DISTRIBUTION PANEL SCHEDULE PLAN MARK CUBICLES MAINS MINIMUM BREAKER AIC - SYM MOUNTING, REMARKS & NEMA TYPE N0. POLE FRAME TRIP CIRCUITS (SQ D) SIZE POLE DEVICE VOLT LDP 1 1 20 20 SPARE (FH) 800 AMP 3P + SN GRND. 800A 3P M.B. 120/208 35,000 SURFACE 2 3 100 100 PANEL "l LN5" (FA) 3 2 100 20 FILM BIN (FH) 4 3 100 100 PANEL "l LN1" (FA) 5 3 100 100 PANEL "l LN4" (FA) 6 3 225 150 PANEL "l LN3" (KA) 7 3 225 150 PANEL "l LN2" (KA) 8 3 225 100 X - RAY EQUIP. (KA) 9 3 100 100 PANEL "2LN1" (FA) 10 3 225 150 PANEL 112LN5" (Q2) 11 3 100 100 PANEL "2LN2" (FA) 12 3 100 20 A/C RESP. THER. (FH) 13 3 100 100 PANEL "2LN4" (FA) 14 3 225 125 PANEL "2LN6" (KC) 15 3 100 100 PANEL "2LN3" (FA) 16 3 100 45 A/C COMPRESSOR (FA) 17 3 100 20 SURGE ARRESTOR (FA) CBDP Or 1 3 100 100 PANEL "2LC4" (FA) 400 AMP 3P + SN GRND. 400A 3P M.B.+ 120/208 35,000 SURFACE 2 1 20 20 IN USE (FH) 3 1 20 20 IN USE (FH) 4 1 20 20 IN USE (FH) 5 1 20 20 IN USE (FH) 6 3 100 100 PANEL "2LC3" (FA) 7 3 100 100 IN USE (FA) 8 3 225 100 PANEL "l LC5" (KA) 9 3 100 60 PANEL "2LC5" (KA) 10 3 100 60 PANEL "l LC3" (FA) 11 3 100 100 PANEL "l LCA" (FA) 12 3 225 150 PANEL "l LC6" (KA) 13 1 20 20 IN USE (FH) 14 1 1 20 20 IN USE (FH) 15 1 20 20 IN USE (FH) 16 2 100 30 NOL 2 SERVER (FA) 17 1 20 20 IN USE (FH) 18 1 20 20 IN USE (FH) 19 1 20 20 IN USE (FH) 20 1 20 20 IN USE (FH) 21 1 20 20 IN USE (FH) 22 1 20 20 IN USE (FH) 23 3 225 150 PANEL "2LC1" (KA) 24 3 225 125 1 PANEL "2LC6" (KA) 25 3 100 60 PANEL "l LC4" (FA) 26 2 40 40 IN USE (FH) 27 3 225 150 PANEL "l LC1" (KC) 28 1 20 20 IN USE (FH) 1HE1 * 1 3 100 30 AHU-9 600 AMP 3P + SN GRND. MLO 277/480 35,000 SURFACE 2 3 100 30 AHU-10 3 3 20 30 WASHER 4 3 100 20 SURGE ARRESTOR 5 3 100 100 ELEVATOR #7 6 3 100 100 IN USE 7 3 100 100 ELEVATOR #2 8 3 100 60 ELEVATOR #1 9 1 20 20 IN USE 10 1 20 1 20 IN USE 11 3 100 20 AHU-3 12 3 100 30 AHU-1 13 3 100 45 SMOKE EVAC. FAN 14 3 100 100 ELEVATOR #6 15 3 100 35 AHU /PHAM. HOOD 16 3 225 200 T-112.5 (PNL. EQDP) 17 3 100 45 PHAM. / EX HOOD 18 3 100 20 HVD LIFT 19 1 20 1 21 1 22 1 23 3 100 15 AHU-4 24 3 100 50 XFMR T-30 (PNL.1 LEA) 25 3 225 175 ANGIO ROOM 26 3 1 - - SPACE WkNk",I1]1�ft11'11411IQI,1:3:14:i ril=&l TRANSFORMER SCHEDULE - DRY TYPE PLAN MARK KVA RATING PRIMARY SECONDARY TAPS REMARKS VOLTS PH CONDUCTORS CONDUIT VOLTS PH CONDUCTORS CONDUIT / REG. NO.(+) NO.(-) T-30 30 480 3 348,1410 GRND. 1" 120/208 3 442,148 GRND. 1 2 Y2" 2 4 PROVIDE RUBBER ISOLATION PADS Project No. 09005.00 T A A © 2012 BH/PK Architects, Inc. $DATE$ $TIME$ $FILER$ N a- M �r N1 (J N 9* PANEL NAME: 1LN1(EXISTING) VOLTAGE 120/208 PHASE: 3 WIRE: 4 NEUTRAL RATING: FULL PANEL DESCRIPTION: MAINS: MOUNTING: SURFACE MAX. NO. OF CIRCUITS: 42 MANUFACTURER: SEE SPEC. PANELA.I.C. RATING: 10,000 LOCATION: NO DESCRIPTION BRANCH VA Load Type Load Type VA BRANCH DESCRIPTION NO. POLES BKR A B C A B C BKR POLES 1 REC PRE - OP 1 20 L 201 20 1 WATER FEATURE - RM #112 2 3 REC PRE - OP 1 20 20 1 MICROWAVE LOUNGE 4 5 REC PRE - OP 1 20 20 1 DISHWASHER LOUNGE 6 7 EWC - REC WAITING G-01 1 20 20 1 REC BUSINESS G-02 8 9 COFFEE WAITING G-01 1 20 20 1 REC BUSINESS G-02 10 11 REC WAITING G-01 1 20 20 1 REC BUSINESS G-02 12 13 RMS-130,133,135,136,139 & 140 1 20 1080 R R 1080 20 1 RMS-115 & 119 14 15 RMS-102,110,116,117,119 & 131 1 20 1080 R R 968 20 1 RMS-115,116 & 117 16 17 RM-120 1 20 1080 R R 1080 20 1 RMS-106 & 113 18 19 RMS-118 & 119 1 20 9001 R R 900 20 1 RMS-113 & 114 20 21 RM-101 1 20 900 R R 1068 20 1 RMS-104,110 & 133 22 23 REC INTERVIEW G-04. 05 1 20 R 1148 20 1 RMS-102,105,106 & 111 24 25 REC EXAM G-06 1 20 20 1 REC LOUNGE G-12 X-RAY G-10 26 27 REC G-07. 08. 09 1 20 20 1 REF LOUNGE G-12 X-RAY G-10 28 29 REC MECH RM 1 20 20 1 COFFEE LOUNGE G-12 X-RAY G-10 30 31 SPARE 1 20 20 1 REC DIR G-24 OFF G-22 32 33 SPARE 1 20 20 1 REC 34 35 SPARE 1 20 20 1 REC 36 37 SPARE 1 20 R 900 20 1 RM-143 38 39 POOL LIFT CONT 1 20 20 1 REC 40 41 CHEMO DATA 1 20 20 1 POOL LIGHTS 42 Panel Totals (kVA) A B C Sum Connected 5.1 4.0 3.3 12.4 Demand - - - 11.3 % Balance 40.86 32.43 26.71 A Connected B C Total Demand Total % LIGHTING IL] 201 0 0 201 201 2 RECEPTS [R] 4860 4016 3308 12184 11092 98 EQUIP. IE] - Type 1 0 0 0 0 0 0 EQUIP. IE] - Type 2 0 0 0 0 0 0 EQUIP. IE] - Type 3 0 0 0 0 0 0 EQUIP. IE] - Type 4 0 0 0 0 0 0 OTHER 0 0 0 0 0 0 SPARE IS] 0 0 0 0 0 0 PANEL NAME: 1LN2 (EXISTING) VOLTAGE 120/208 PHASE: 3 WIRE: 4 N EUTRA L RATI N G: FULL PANEL DESCRIPTION: MAINS: MOUNTING: SURFACE MAX. NO. OF CIRCUITS: 42 MANUFACTURER: SEE SPEC. PANELA.I.C. RATING: 1Q000 LOCATION: NO DESCRIPTION BRANCH VA Load Type Load Type VA BRANCH DESCRIPTION NO. POLES BKR A B C A B C BKR POLES 1 REC 1 20 20 1 LTG 2 3 RMS-130 & 121 1 20 1000 R 20 1 LTG 4 5 RMS-128 & 129 1 20 1100 R 20 1 SIGN LTG 6 7 RMS-134,135 & 136 1 20 863 R R 1000 20 1 RM-104 8 9 RMS-127,137,139 & 140 1 20 1036 R 20 1 SPARE 10 11 CORR--142,132,144 & 126 1 20 1080 R 20 1 SPARE 12 13 REC 1 20 20 1 REC REF 14 15 REC 1 20 20 1 REC 16 17 REC & EWC 1 20 20 1 REC 18 19 REC 1 20 20 1 REC TV 20 21 REC & EWC 1 20 E4 1000 20 1 WATER FEATURE (RM-112)22 23 REC 1 20 20 1 REC 24 25 REC 1 20 20 1 SPARE 26 27 CAB LTS 1 20 20 1 REC ENDO 1 28 29 CAB CONTROLS 1 20 20 1 REC ENDO 1 30 31 UNDERCAB LTS 1 20 20 1 REC ENDO 2 32 33 CORP.-100,112 & 126 1 20 1080 R 20 1 REC ENDO 2 34 35 LTG 1 20 20 1 IN USED 36 37 LTG 1 20 20 1 IN USED 38 39 SPARE 1 20 20 1 IN USED 40 41 SPARE 1 1 1 20 1 20 1 1 SPACE 42 Panel Totals (kVA) A B C Sum Connected 1.9 4.1 2.2 8.2 Demand - - - 7.7 % Balance 22.83 50.45 26,72 A Connected B C Total Demand Total % LIGHTING ILI 0 0 0 0 0 0 RECEPTS [R] 1863 3116 2180 7159 7159 93 EQUIP. [E] - Type 1 0 0 0 0 0 0 EQUIP. [E] - Type 2 0 0 0 0 0 0 EQUIP. IE] -Type 3 0 0 0 0 0 1 0 EQUIP. IE] - Type 4 0 1000 0 1000 500 7 OTHER 0 0 0 0 0 0 SPARE IS] 0 0 0 0 0 0 PANEL NAME: 1LCA VOLTAGE 120/208 PHASE: 3 WIRE: 4 NEUTRAL RATING: FULL PANEL DESCRIPTION: CRITICAL MAINS: 100AMP MLO MOUNTING: SURFACE MAX. NO. OF CIRCUITS: 42 MANUFACTURER: SEE SPEC. PANELA.I.C. RATING: 10,000 LOCATION: ELECTRICAL CLOSET 145 NO DESCRIPTION BRANCH VA Load Type Load Type VA BRANCH DESCRIPTION NO. POLES BKR A B C A B C BKR POLES 1 RMS-116,118 & 119 1 20 540 R R 900 _ 20 1 RMS-129-131 & 145 2 3 REF. (RM-116)1 20 1000 R R 900 20 1 RMS-104,133-135 & 137 4 5 RMS-101 &143 1 20 900 R E4 1000 20 1 NURSE CALL (RM-145) 6 7 RM- 1 20 180 .:_ R E4 1000 20 1 RM-135 8 9 RM-133 1 20 180 R R d„- 180'� fw. 20 1 RM-1 34 10 11 SPARE 1 20 =% 20 1 SPARE 12 13 SPARE 1 20 20 1 SPARE 14 15 SPARE 1 20 20 1 SPARE 16 17 SPARE 1 20 20 1 SPARE 18 19 SPARE 1 20 20 1 SPARE 20 21 SPARE 1 20 20 1 SPARE 22 23 SPARE 1 20=° 20 1 SPARE 24 25 SPARE 1 20 20 1 SPARE 26 27 SPARE 1 20 20 1 SPARE 28 29 SPARE 1 20 20 1 SPARE 30 31 ISPARE 1 20 20 1 SPARE 32 33 SPARE 1 20 20 1 SPARE 34 35 SPARE 1 20 20 1 SPARE 36 37 SPARE 1 20 20 1 SPARE 38 39 SPARE 1 20 20 1 SPARE 40 41 SPARE 1 20 20 1 SPARE 42 Panel Totals (kVA) A I B C Sum Connected 2.6 2.3 1.9 6.8 Demand - - 5.8 % Balance 38.64 33.33 28.02 A Connected B I C Total Demand Total % LIGHTING ILI 0 0 0 0 0 0 RECEPTS [R] 1620 2260 900 4780 4780 83 EQUIP. [E] - Type 1 0 0 0 0 0 0 EQUIP. [E] -Type 2 0 0 0 0 0 0 EQUIP. IE] - Type 3 0 0 0 0 0 0 EQUIP. [E] - Type 4 1000 0 1000 2000 1000 17 OTHER 0 0 0 0 0 0 SPARE IS] 1 0 0 0 1 0 1 0 0 PANEL NAME: 1LEA VOLTAGE 120/208 PHASE: 3 WIRE: 4 NEUTRAL RATING: FULL PANEL DESCRIPTION: EQUIPMENT MAINS: 100AMP MCB MOUNTING: SURFACE MAX. NO. OF CIRCUITS: 42 MANUFACTURER: SEE SPEC. PANELA.I.C. RATING: 10,000 LOCATION: ELECTRICAL CLOSET 145 NO DESCRIPTION BRANCH VA Load Type Load Type VA BRANCH DESCRIPTION NO. POLES BKR A B C A B C BKR POLES 1 RM-131 1 20 1000 E4 E4 2912 35 2 C61 (RM-130) 2 3 CB1 (RM-134) 2 35 2912:.'_ E4 E4 2912 4 5 - - 2912 E4 E4 2912 35 2 CB1 (RM-133) 6 7 SPARE 1 20 E4 2912 . - - 8 9 SPARE 1 20 20 1 SPARE 10 11 SPARE 1 20 20 1 SPARE 12 13 SPARE 1 20 20 1 SPARE 14 15 SPARE 1 20 20 1 SPARE 16 17 SPARE 1 20 20 1 SPARE 18 19 SPARE 1 20 20 1 SPARE 20 21 SPARE 1 20 20 1 SPARE 22 23 SPARE 1 20 20 1 SPARE 24 25 SPARE 1 20 20 1 SPARE 26 27 SPARE 1 20 20 1 SPARE 28 29 SPARE 1 20;. 20 1 SPARE 30 31 SPARE 1 20 20 1 SPARE 32 33 SPARE 1 20 20 1 SPARE 34 35 SPARE 1 20 20 1 SPARE 36 37 SPARE 1 20 20 1 SPARE 38 39 SPARE 1 20 20 1 SPARE 40 41 ISPARE 1 20 20 1 SPARE 42 Panel Totals (kVA) A I B C I Sum Connected 6.8 5.8 5.8 18.5 Demand - - 9.2 % Balance 36.94 31.53 31.53 A Connected B C Total Demand Total I % LIGHTING ILI 0 0 0 0 0 0 RECEPTS [R] 0 0 0 0 0 0 EQUIP. IEl -Type 1 0 0 0 0 0 0 EQUIP. IE] -Type 2 0 0 0 0 0 0 EQUIP. [E] -Type 3 0 0 1 0 0 1 0 0 EQUIP. [E] - Type 4 6824 5824 5824 19472 9236 100 OTHER 0 0 0 0 0 0 SPARE IS) 0 0 0 0 0 0 Project No. 09005.00 E3A $DATE$ $TIME$ $FILER$ ©2012 BH/PK Architects, Inc. nl u N N O 00 N, N e PANEL "LSDP" 120/208 VOLT, 30, 4W. PANEL "1 HL1" 277/480 VOLT, 30, 4W. PANEL "1 HE1" 277/480 VOLT, 30, 4W. PANEL "1 HC1" 277/480 VOLT, 30, 4W. ATS-LS LIFE SAFETY ATS-EQ EQUIP. ATS-CB -- CRITICAL PANEL "EQDP" 120/208 VOLT, 30, 4W. SWBD "EDP" 277/480 VOLT, 30, 4W. ATS-1 A EQUIP. (MED.) 120/208 VOLT, 30, 4W. PANEL "CBDP" 120/208 VOLT, 30, 4W. T XFMR T-225 480 VOLT PRI., 120/208 VOLT SEC. 100 AMP FUSE DISCONNECT T XFMR T-30 480 VOLT PRI., 120/208 VOLT SEC. I�-200 AMP FUSE DISCONNECT T XFMR T-112.5 480 VOLT PRI., 120/208 VOLT SEC. -FIRE ALARM CABINET 71 ---- - j T XFMR T-300 480 VOLT PRI., 120/208 VOLT SEC. \ PANEL "1 HN2" 277/480 VOLT, 30, 4W. PANEL "1HN1" 277/480 VOLT, 30, 4W. EXISTING MAIN ELECTRICAL CLOSET SCALE: 4" = 1'-0" PANEL "1 LCA" 120/208 VOLT, 30, 4W, 120/208 VOLT, 30, 4W. PANEL "1 LL1" 120/208 VOLT, 30, 4W. PANEL "1 LC6" 120/208 VOLT, 30, 4W. EXISTING ELECTRICAL CLOSET SCALE : 4" = V-0" NURSE CALL POWER SUPPLY & CENTRAL EQUIPMENT PANEL "1 LEA" 120/208 VOLT, 30, 4W. ELECTRICAL CLOSET — 145 SCALE: 4" = V-0" design Heery International Inc. 4700 Millerna Boulevard, Suite 550, Orlando, Florida 32839 407099206300 EB 0005176 Seal: OCKARD c o s�* �'Q�• STATF OF LLJ Project No. 09005.00 E4, I $DATE$ $TIME$ $FILEA$ JONATHAN R. CANDOR - PE #49493 ©2012 BH/PK Architects, Inc. VASSAR NAOMI N N � o r- V- N O V- N ig 0 WH1 Accgssory CO3 CO2 Cart' - Breast Biopsy Table �, -TIC ' 1 LEA-2,4 A �-T f� 2-#8 & 1410 CB IF i GRND., IN Y4"C. --- C01 Consul SHUNT ---- -- -- I TRIP 1 LCA-7 lu fr T�; iIf 1 LCA-8 I , O(L"I L 1 RF WV2 --, r •7 SHUNT 1LEA-6,8 TRIP �.J -- -'- ----------� - - _ 248 & 1410 — -- F - - - I -- - GRND., IN %4"C. WH1 � 1 LEA-3,5 WV1 NOTE #3 / � -� 248 & 1-#10a j GRND., IN Y, C. / FD2 --1 ,- CB1 q 1 LCA-10 11 FD1 C01 i WV 1 WV2 WH1 1 LCA-9 SHUNT �\ -- TRIP 1 C01 FD2 C61 N'a��l�✓i? '� SUB -ITV` r NOTE #3 m I FD1 I a I I� ENLARGE ROOMS #130. 131. 133. 134 & 135 SCALE: %" = V-0" NOTES: 1. SEE VENDOR DRAWINGS ON SHEETS 2. "C131" DEVICES ARE FLUSH MOUNTED ENCLOSED CIRCUIT BREAKERS SIZES AS FLLOWS: ROOM 130 - 208 V./l0, 35 AMP BRKR. ROOM 133 - 208 V./l0, 35 AMP BRLR. ROOM 134 - 208 V./l0, 35 AMP BRKR. SQUARE BREAKER # 3. PROVIDE Y4" FLEX CONDUIT FROM END OF "FD1" TO BACK OF GANTRY (C -ARM). SPECIAL ELECTRICAL NOTES NOTES: ALL JUNCTION BOXES, CONDUIT, WALL & FLOOR DUCTS, DIVIDERS, SWITCHES, CIRCUIT BREAKERS, ETC., ARE TO BE SUPPLIED AND INSTALLED BY ELECTRICAL CONTRACTOR. CONDUIT AND DUCT RUNS SHALL HAVE SWEEP RADIUS BENDS. CONDUIT AND DUCT ABOVE CEILING OR BELOW FINISHED FLOOR MUST BE INSTALLED AS NEAR TO CEILING OR FLOOR AS POSSIBLE TO REDUCE RUN LENGTH. GROUNDING 1. PROVIDE REDUNDANT GROUNDING OF ALL EQUIPMENT. 2. PROVIDE GROUND BUSHINGS OF ALL NIPPLES. 3. PROVIDE GROUND JUMPERS AT ALL DUCT JOINTS. 4. ALL HOLOGIC, INC. MEDICAL CABINETS MUST BE CONNECTED TO THE DUCT OR JUNTION BOXES WITH DIRECT BONDING OR JUMPER WIRES. 5. PROVIDE GROUND WIRE FROM DUCT OR JUNCTION BOXES TO T.V. MONITOR OR X - RAY TUBE UNIT. SEPARATIONS 1, ALL CABLES MUST BE SEPARATED BY VOLTAGE MARKED ON CABLES AND BY CLASS FROM OTHER CABLES. 2. DUCT DIVIDERS MUST HAVE PROPER CROSS OVERS TO KEEP CLASS WIRING SEPARATED. 3. DIGTAIL WIRING, POWER, BUSS CABLES, COAXIAL CABLES MUST BE KEPT IN SEPARATE DUCT COMPARTMENT FOR ENTIRE RUN. 4. TERMINATION POINTS OF MONITORS, ETC. REQUIRE SEPARATE JUNCTION BOXES AND COVERPLATES FOR POWER AND VIDEO WITH BLANK COVERPLATES REQUIRED. INDIVIDUAL CONDUIT RUNS ARE SUGGESTED WHEN POSSIBLE. PROVIDE LISTING OF CABLE TYPES AND CLASS IN DUCTS AND CONDUIT FOR REVIEW AT FINAL INSPECTION. COORDINATE ALL WORD ON THIS SHEET WITH HOLOGIC, INC. MEDICAL EQUIPMENT SUPPLIERS AND INSTALLERS. Project No. 09005.00 E4.2 $DATE$ $TIME$ $FILEA$ ©2012 BHIPK Architects, Inc. y 11 N CO 1-1 rn O try o - CONDUIT TO 1/2" DIAMETER EACH 6' LONG L1VF11 nn t Ur%L� RECESSED LIGHT FIXTURE WIRING TAP DETAIL NOT TO SCALE 24" MINIMUM i 4" SQUARE BOX Li 24"MINIMUM --� 1BOARD RIGID OR EMT CONDUIT CONNECT J ;ES GROUNDING LUGS OF RECEPTACLES #12 WIRE DEEP 4 TAP SEE ARCHITECTURAL PLANS FOR WALL CONSTRUCTION SCHEDULES OF LIGHTING EQUIPMENT & LAMPS FIX. TYPE MANUFACTURER CATALOG NUMBER LAMPS TYPE OF FIXTURE MOUNTING NOTES INCAND. FLUOR. MISC. REC SUR SUS A LIGHTOLIER CWL271212/CWLPC 3 WATT CONCEALED LIGHTING X 120V. 120/CWLJC12 LED B LIGHTOLIER LLP201WH LED 2' TASK LIGHT X 120V. C LIGHTOLIER LLP201 WH/ LED 4' TASK LIGHT X 120V. LLP200WH FA LIGHTOLIER QVS2GPFOS332- 3-F32 2x4 LIGHTING SYSTEMS X 277V. 277-03-GLR T-8 MICRO. MESH LAMP SHIELDS FB LIGHTOLIER SPS2GFSVI232-277- 2-F32 2x4 LENS TROFFER X 277V. SO T-8 FC LIGHTOLIER QVS2GPFOS317- 3-F17 2x2 LIGHTING SYSTEMS X 277V. 277-03-GLR T-8 MICRO. MESH LAMP SHIELDS FD LIGHTOLIER KW4A240RS-277-SO- 2-F32 4' INDUSTRIAL X 277V. AH5 T-8 FE LIGHTOLIER CWBU232-UNV-HI- 2-F32 4' WALL BRACKET X 120V. GLR T-8 FF LIGHTOLIER 8051/6218H/U (2)-18W 6" DOWNLIGHT X 277V. XA LIGHTOLIER LTAURW LED SINGLE FACE X 277V. (ARROW PER PLAN) XB LIGHTOLIER LTAURW LED DOUBLE FACE X 277V. (ARROW PER PLAN) WL ALKCO ERG-12-FL-2-DS 2-6W X-RAY IN USE X 120V. X-RAY IN USE T-5 PLAN VIEW I I METAL STUD BACK TO BACK ELECTRICAL OUTLETS DETAIL NOT TO SCALE JTLET BOX GROUNDING CONDUCTOR (GREEN) TAPPED HOLE IN BOX GROUNDING SCREW HEXAGON HEAD WASHER FACE SCREW ( TYPICAL ) TYPICAL RECEPTACLE WIRING METHOD NOT TO SCALE design Heery International Inc. 4700 Millenia Boulevard, Suite 550, Orlando, Florida 32839 407.992.6300 EB 0005176 Seal\Oci Ili I IDC / \BEN sF.;4NNo0 No 4949 , i` * �W= -o,�, STATE OF ,% 15 %gyp', ��lf iliili �� JONATHAN R. CANDOR - PE #49493 Project No. 09005.00 E501 © 2012 BH/PK Architects, Inc. $DATE$ $TIME$ $FILEA$ COMMUNICATIONS SYMBOLS u WOTIAr".41rd, N Nt N co go 0 COMMUNICATIONS SYSTEMS: NOTE: NOT ALL SYMBOLS SHOWN MAY BE REQUIRED FOR THIS PROJECT. NURSE CALL SYSTEMS: FIRE ALARM SYSTEMS: CONDUIT & RACEWAYS: OS MUSIC. FP FIREMAN'S PHONE RACEWAYEXPOSED CR'NN ICATES RACEWAY DUIT OR SURFACE GENERAL NOTES: M SINGLE PATIENT NURSE CALL STATION, 1. THE EXISTING CONDITIONS ARE SHOWN AS ACCURATELY AS FIELD CONDITIONS 60" ABOVE FLOOR OR AS NOTED. FCP FIRE ALARM CONTROL PANEL WOULD PERMIT. BIDDERS SHALL THOROUGHLY EXAMINE THE CONTRACT DOCUMENTS, OS SPEAKER OUTLET RECESSED IN CEILING (UNLESS CONDUIT CONCEALED IN WALL OR VISIT THE SITE &VERIFY ALL EXISTING CONDITIONS. THE CONTRACTOR SHALL R NOTED OTHERWISE) - S INDICATES SURFACE FSA FIRE ALARM SYSTEM ANNUNCIATOR CEILING CONSTRUCTION REPORT TO THE ARCHITECT/ENGINEERING FIRM BEFORE SUBMITTING A BID, AN TYPE - C INDICATES SPEAKER CONCEALED ABOVE DUAL PATIENT NURSE CALL STATION, FTR FIRE ALARM TRANSPONDER / TRANSMITTER I ' Y CEILING -'P' INDICATES PROJ. HORN TYPE -'DF' 60" ABOVE FLOOR OR AS NOTED. , _ - - - _ , CONDUIT CONCEALED IN FLOOR CONDITIONS WHICH MIGHT MAKE INSTALLATION OF REQUIRED EQUIPMENT A PROBLEM. INDICATES DOUBLE FACE TYPE. ESR ELEVATOR STATUS RECALL CONSTRUCTION OR UNDERGROUND NO CONSIDERATION OR ALLOWANCE WILL BE GRANTED FOR FAILURE TO INVESTIGATE FAC FIRE ALARM COMMUNICATOR CONDITIONS OR MISUNDERSTANDINGS OF THE CONTRACTURAL REQUIREMENTS. SPEAKER OUTLET RECESSED IN WALL (UNLESS EMERGENCY CALL STATION - �MT� SPECIAL SYSTEM WIRING TO CENTRAL 2. IT IS THE INTENT OF THESE DRAWINGS TO CALL FOR FINISHED WORK TESTED & OTHERWISE NOTED) - MOUNTED +84" ABOVE FLOOR OR AS 'PB' INDICATES PUSH BUTTON (+42") HCP HALON CONTROL PANEL EQUIPMENT, PANEL, TERMINAL CABINET READY FOR OPERATION. THE WORD "PROVIDE" MEANS "FURNISHED & INSTALL NOTED -'S' INDICATES SURFACE TYPE. 'PC' INDICATES PULL CORD. (+42") FM2 FM-200 PANEL OR NEXT DEVICE. COMPLETE & READY FOR USE". TYPE -'P' INDICATES PROJECTION HORN TYPE -'DF' INDICATES DOUBLE FACE TYPE. 'FS' INDICATES FOOT SWITCH (FLOOR) HVA I HVAC / STAIR PRESSURIZATION CONTROL PANEL TD = TELEPHONE AND DATA 3. SEAL ALL FLOOR & FIRE -RATED WALL PENETRATIONS WITH UL APPROVED F PULL STATION MOUNTED @ + 42" ABOVE FLOOR MT = EMPTY FIREPROOFING MATERIALS. 0 VOLUME CONTROL - NUMERAL DESIGNATES NURSE CALL DOME LIGHT - NUMERAL CP = MASTER CLOCK & PROGRAM SYSTEM 4. MOUNTING HEIGHT GIVEN ON ELECTRICAL DRAWINGS ARE FOR BIDDING PURPOSES 'Z' I ASSOCIATED SPEAKERS. INDICATES TYPE - AFTER NUMERAL S SPEAKER - WALL MOUNTED + 80" ABOVE FLOOR MC = MASTER CLOCK SYSTEM q @ IC INTERCOM SYSTEM ONLY. REFER TO ARCHITECTURAL ELEVATION DRAWINGS FOR MOUNTING HEIGHTS OF INDICATES ZONE DOME LIGHT. OM MICROPHONE OUTLET - IN FLOOR BOX re") TV - TELEVISION SYSTEM ALL WIRING DEVICES & EQUIPMENT JUNCTION BOXES. WHERE DISCREPANCIES OCCUR M MICROPHONE OUTLET - IN WALL A SPEAKER - CEILING MOUNTED TVC -TELEVISION REMOTE CONTROL BETWEEN ELECTRICAL & ARCHITECTURAL DOCUMENTS, THE ARCHITECTURAL I NURSE CALL DOME LIGHT WITH NC =NURSE CALL SYSTEM ELEVATIONS TAKE PRECEDENCE. �, CLOCK OUTLET IN CEILING WITH PROGRAM NORMAL CALL LAMP. HORN WITH LIGHT AS ONE ASSEMBLY - P =PAGING SYSTEM 5. FOR ACTUAL LOCATION OF RECESSED SPEAKERS AND SMOKE DETECTORS, SEE OR OTHER SYSTEM CLOCK AS SPECIFIED- � WALL MOUNTED @ + 80" ABOVE FLOOR T -TELEPHONE SYSTEM ARCHITECTURAL REFLECTED CEILING PLANS. 'DF' INDICATES DOUBLE FACE CLOCK NURSE CALL DOME LIGHT WITH GF = CIRCUIT TO GROUND FAULT DIMENSION INDICATES DIAL SIZE. TT EMERGENCY CALL LAMP(S). � CHIME WITH LIGHT AS ONE ASSEMBLY - CIRCUIT BREAKER 6. EACH TELEPHONE OUTLET SHALL HAVE ONE DOUBLE GANG BOX WITH SINGLE GANG o PLASTER RING AND ONE 3/4" CONDUIT TO NEAREST CORRIDOR CABLE TRAY SYSTEM. CLOCK OUTLET IN WALL WITH PROGRAM XX WALL MOUNTED @ + 80" ABOVE FLOOR EIL = EQUIPMENT INTERLOCK SELECTED OUTLETS MUST BE LOCATED ABOVE OR IN CASEWORK RESPECTIVELY. OR OTHER SYSTEM CLOCK AS SPECIFIED NURSE CALL DOME LIGHT WITH NORMAL yy MP = MUSIC / PAGING SYSTEM CHECK ARCHITECTURAL ELEVATIONS, CASEWORK AND EQUIPMENT DRAWINGS. 'DF' INDICATES DOUBLE FACE CLOCK AND EMERGENCY CALL LAMPS. BELL WITH LIGHT AS ONE ASSEMBLY - CPP = CENTRAL PAGE / PROGRAM SYSTEM 7. EACH INFORMATION MANAGEMENT OUTLET IMO SHALL HAVE ONE DOUBLE GANG DIMENSION INDICATES DIAL SIZE. WALL MOUNTED @ + 80" ABOVE FLOOR STV = SECURITY TELEVISION SYSTEM BOX WITH SINGLE GANG PLASTER RING & ONE 1" CONDUIT TO NEAREST CORRIDOR MOUNTED +84" ABOVE FLOOR OR AS NOTED. M = MUSIC SYSTEM NURSE CALL DOME LIGHT WITH NORMAL, CABLE TRAY SYSTEM. SELECTED OUTLETS MUST BE LOCATED ABOVE OR IN COMBINATION CLOCK AND SPEAKER EMERGENCY AND CODE BLUE CALL LAMPS. o HORN WITH LIGHT AS ONE ASSEMBLY - DS CAMER SECURITY CASEWORK RESPECTIVELY. CHECK ARCHITECTURAL ELEVATIONS, CASEWORK & OUTLETS IN COMMON BACK BOTH - WITH CEILING MOUNT _ _ _ EQUIPMENT DRAWINGS. CLOCK AND SPEAKER AS SPECIFIED. NURSE CALL DOME LIGHT WITH CODE XX DIRECT BURIAL CABLE 8. COORDINATE THE LOCATION OF DUCT DETECTOR CONNECTIONS WITH MECHANICAL MOUNTED +84" ABOVE FLOOR OR AS NOTED. BLUE CALL LAMPS. � STROBE - WALL MOUNTED @ + 80" ABOVE FLOOR HOME RUN TO PAN ELBOARD-N UMBER OF DRAWINGS AND CONTRACTOR. PROGRAM OR SIGNAL BELL - MOUNTED +84" ABOVE ARROWS INDICATES NUMBER OF CIRCUITS ��t I FLOOR OR AS NOTED. VT NURSE CALL DOME LIGHT WITH CODE ;o� STROBE - CEILING MOUNT EXPLOSION BUZZER - MOUNTED +84" ABOVE FLOOR OR AS NOTED. BLUE AND EMERGENCY CALL LAMPS. - NO - SET 1 W CONDUIT EALS.OF CONDUIT WITH XX SUBSCRIPT @ WATT TELEVISION ANTENNA SYSTEM OUTLET, STAFF LOCATOR DOME LIGHT WITH 1/4 - SET @ 1/4 WATT a-- WITH REMOTE CONTROL STATION, IN WALL FOUR COLOR CODED LAMPS. 1/2 - SET @ 1/2 WATT LAY IN WIREWAY DUCT, SIZE AS NOTED. AT +84" ABOVE FLOOR OR AS NOTED. 2 - SET @ 2 WATT CABLE TRAY, SIZE AS NOTED. TELEVISION ANTENNA SYSTEM OUTLET, NURSE CALL AUDIBLE ALARM SIGNAL. YY - NO SUBSCRIPT -15 CANDELA RATED WITH REMOTE CONTROL STATION 30 - 30 CANDELA RATED FEEDER DUCT -RATING AND NUMBER MOUNTED IN CEILING. NURSE CALL DUTY STATION - MOUNTED +54" ABOVE 60 - 60 CANDELA RATED OF CONDUCTORS AS NOTED. TELEVISION ANTENNA SYSTEM OUTLET IN FLOOR OR AS NOTED. ('D' INDICATES DOUBLE.) 95 - 95 CANDELA RATED WALL AT +18" ABOVE FLOOR OR AS NOTED. 110 -110 CANDELA RATED PLUG IN DUCT -RATING AND NUMBER TELEVISION CAMERA OR VIDEO TAPE JACK. NURSE CALL STAFF STATION - MOUNTED +54" ABOVE SMOKE DETECTOR ( GENERIC) OF CONDUCTORS AS NOTED. FLOOR OR AS NOTED. ('D' INDICATES DOUBLE.) O- SMOKE DETECTOR, SPECIFIC TYPES PLUG IN STRIP TYPE RECEPTACLES OR CLOSED CIRCUIT TELEVISION OUTLET, ASD. AIR SAMPLER OTHER OUTLETS AS NOTED. IN WALL AT +18" ABOVE FLOOR OR AS NOTED. NURSE CALL EQUIPMENT JACK - MOUNTED +54" ABOVE FLOOR OR AS NOTED: BF. BELOW FLOOR TELEVISION ANTENNA SYSTEM IN CEILING. BR. BEAM RECEIVER — — - E- — — UNDER FLOOR DUCT -ELECTRICAL CLOSED CIRCUIT TELEVISION OUTLET, BT. BEAM TRANSMITTER UNDERFLOOR DUCT - TELEPHONE OR Ce IN CEILING XS NURSE CALL TRANSFER SWITCH. I. IONIZATION PRODUCES OF COMBUSTION DETECTOR T C INTERCOM MASTER -DESK MOUNTED. j P. PHOTOELECTRIC PRODUCTS OF COMBUSTION DETECTOR OTHER LOW TENSION AS NOTED. M ❑ SS NURSE CALL SWING SWITCH. SMOKE DETECTOR IN DUCT Q CONDUIT UP M IC INTERCOM MASTER - WALL MOUNTED 60" 0. OUTSIDE AIR DUCT ABOVE FLOOR OR AS NOTED. � CODE BLUE CALL STATION - R. RETURN AIR DUCT CONDUIT DOWN I C INTERCOM REMOTE UNIT - DESK MOUNTED. 'PB' INDICATES PUSH BUTTON S. SUPPLY AIR DUCT PULL BOX 'FS'�INDICATES FOOT SWITCH INTERCOM REMOTE UNIT - WALL MOUNTED +42 ABOVE OF FLOOR OR AS NOTE. HEAT DETECTOR (GENERIC) GROUND +60" ABOVE FLOOR OR AS NOTED. � HEAT DETECTOR, SPECIFIC TYPES TELEPHONE OUTLET - IN WALL +18" ABOVE � NURSE CALL DUTY STATION (VISUAL SYSTEM). - 000a BUS DUCT FLOOR AS NOTED. MOUNTED +54 ABOVE OF FLOOR OR AS NOTE. R/F. COMBINATION RATE OF RISE AND FIXED TEMPERATURE POWER/COMMUNICATIONS LINEAR RACEWAY TELEPHONE OUTLET - IN FLOOR BOX. AUDIO-VISUAL NURSE CALL SYSTEM R/C. RATE COMPENSATION _ _ _ - - - - - AV E INFORMATION MANAGEMENT (IMO) WALL MOUNTED CENTRAL EQUIPMENT WITH POWER SUPPLY. F. FIXED TEMPERATURE MAPNET CIRCUIT +18 ABOVE FLOOR OR AS NOTED. 'R' INDICATES RECESSED IN FINISHED WALL. R. RATE OF RISE ONLY INFORMATION MANAGEMENT OUTLET (IMO) 'TS' INDICATES TOUCH SCREEN Oj LINE -TYPE DETECTOR ( HEAT -SENSITIVE CABLE) ZI FLOOR DUCT IN FLOOR BOX. VISUAL NURSE CALL SYSTEM CENTRAL EQUIPMENT © FIRE SERVICE OR EMERGENCY TELEPHONE STATION UP INFORMATION MANAGEMENT (IMO) WALL MOUNTED WITH POWER SUPPLY.'R' INDICATES RECESSED +18" ABOVE FLOOR OR AS NOTED. WIRE ALL IN FINISHED WALL. TYPES OF FIRE SERVICE OR EMERGENCY TELEPHONE STATION DEVICES WITH THIS SYMBOL. ©. A. ACCESSIBLE FIRE SERVICE OR EMERGENCY TELEPHONE STATION PAY TELEPHONE OUTLET - IN WALL 48" ABOVE NC NURSE CALL CONSOLE -DESK MOUNTED. J. JACK FOR FIRE SERVICE OR EMERGENCY TELEPHONE STATION NOTES: FLOOR OR AS NOTED. F AUTOMATIC DOOR RELEASE CONNECTION P COMBINATION FLOOR BOX DOUBLE DUPLEX V N C VISUAL NURSE CALL ANNUNCIATOR. O 1. REFER TO PROJECT MANUAL AND/OR PROJECT � � 'CB' INDICATES CODE BLUE. DRAWINGS FOR MOUNTING HEIGHTS. P RECEPTACLE - 3W. IN WALL +54" ABOVE FLOOR OR AS NOTED. O MAGNETIC DOOR CONTACT. IN TO BE POURED IN PLACE. 2. UPPER CASE LETTERS'DD' AT DUPLEX RECEPTACLE INDICATES DOUBLE DUPLEX COMBINATION FLOOR BOX, DOUBLE DUPLEX A REMOTE POWER SUPPLY ALARM STATION FOR O CARD /KEY READER RECEPTACLE IN TWO GANG BOX. R RECEPTACLE - 20A 125V 2P. 3W. AUDIONISUAL NURSE CALL SYSTEM. TO BE USED IN RAISED FLOOR TILES. 0 SMOKE DAMPER CONNECTION 3. LETTERS'WP' AT DEVICE OR EQUIPMENT CH INDICATES NEMA 3R TYPE. JUNCTION BOX IN WALL 48" ABOVE FLOOR STAFF LOCATOR STATION © FAN SHUT -DOWN CONNECTION. 4. LETTERS'EX' AT DEVICE INDICATES EXISTING. OE TELEPHONE AND DATA EQUIPMENT CONNECTION NC NURSE CALL CONSOLE - RECESSED WALL SPRINKLER FLOW SWITCH 5. LETTERS "XP' AT DEVICE OR EQUIPMENT FOR POWER POLE. IN CEILING SPACE PP MOUNTED +54 ABOVE FLOOR OR AS NOTED. V INDICATES EXPLOSIONPROOF TYPE. AMP AMPLIFIER VALVE WITH TAMPER PRESSURE SWITCH 6. UPPER CASE LETTER'W AT TELEPHONE OUTLET INDICATES WALL MOUNT. P 7. PLUS (+) SIGN WITH DIMENSION AT Heery I VALVE WITH TAMPER SWITCH (SUPERVISORY) OUTLET INDICATES HEIGHT ABOVE 4700 M SPRINKLER PRESSURE SWITCH (ALARM) FINISHED FLOOR LINE OR HEIGHT Suite F ABOVE FINISHED GRADE TO CENTER. Orland PS AIR PRESSURE SWITCH ( ALARM) Eg7.�0 LPS LOW AIR PRESSURE SWITCH ( SUPERVISORY) Seal: QR -{ DUCT SMOKE DETECTOR REMOTE TEST/RESET STATION. R� REMOTE DETECTOR INDICATOR LIGHT FIREMANS PHONE JACK +48" F - Project No. 09005.00 COO 11 $DATE$ $TIME$ $FILEA$ © 2012 BH/PK Architects, Inc. y S RO e4- (NJ er EF CO IMF -., IT ��� , � r F L. OFF 1CF �I j,Gt iR 1 rgGE ( i S I j TO EXISTING DATA BACKBOARD j TYPICAL FOR ALL "IMO" OUTLETS. I CGNFcF?FNCF/ i 1 l RE CL4ST j'; `a j it i TpI I jll P I ` I } Q i ; I I I - --- - -- -- - - - -- -.. D - - - - - - -- - -- - - -- -- - - - - - - P P P rIL _ ! S S S S S Li— R R ;" . R TO NURSE CALL ROOM #145 P R P c: rr ;`„ TYP FOR ALL NURSE CALL SYSTEM rrjp' ! 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