Loading...
HomeMy WebLinkAbout7050 Gall Blvd (104)N ro- N Q F ORIDA 110SPITA Z PHYRHI S BABY P AC ]Florida Ilospital ephyrhills 7050 Ciall 13oixle-vard e h rhills IF 33541 Clierit Code/ File Number: 23/100046 -- 1 12-1 Permit Set PROJECT TEAM DIRECTORY SYMBOLS AND MATERIALS GENERAL NOTES INDEX OF DRAWINGS A0.0 Cover Sheet OWNERIndustry A.l COLUMN REFERENCE j� EARTH 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 ARCHITECTURAL � -- published therewith. Comply with standards In effect as of the dote of the Contract Documents, Florida Hospital Zephyrhills �A WINDOW TYPE COMPACTED SUBGRADE unless otherwise note or required by authorities having Jurisdiction. A1.O Life Safety Flan -First Floor _ _ _ _ _ _ _ _ CENTERLINE OR FLOOR LINE A1.1 Life Safety Plan - Second Floor 7050 Gall Boulevard $ ELEVATION BENCHMARK ® METAL CODES - All work shall conform to the following codes and ordinances: AI.2 ICRA Plan - First Floor Zephyrhills, Florida 33541 A1.3 ICRA Plan - Second Floor Phone: (813) 788-0411 REVISION & NUMBER FINISH WOOD - 2010 Florida Building Cade -2010 Florida Plumbing Code AIA Demolition Plan C.J.P CONTROL JOINT EIFS/OFFS OR GYPSUM BOARD - 2010 Florida Fuel Gas Code 2010 Florida Mechanical Code -2010 Florida Accessibility Code A2.0 A2.1 Second Floor Plan Second Floor Plan Ceiling Plan ARCHITECT E.J.► EXPANSION JOINT INSULATION BOARD - SECTION - 2010 Florida Energy Conservation Code - 2010 Florida Existing Building Code -2010 Florida Fire Prevention Code - Effective December 31,2011 A2.2 Interior Elevations - Local Codes and Ordinances and flood damage prevention ordinances where applicable A3.1 Interior Seconds Inc.Burt Hill / Pollock Krieg Architects, I NEW DOOR & FRAME ` > : ' . CONCRETE OR GRAVEL - 2009 NFPA 101 - Life Safety Code - 2005 NFPA 99 - Health Core Facilities A5.0 Finishes and Door Schedule -2010 Guidelines for Design and Construction of Health Care Facilities A6.0 Floor Finishes Plan 13099 South Cleveland Avenues Suite 500 NEW METAL STUD WALL CONCRETE MASONRY UNIT (CMU) BUILDING CODE INFORMATION : A6.1 Wall Finishes Plan Fort Myers, Florida 33907 y NEW MASONRY WALL OCCUPANCY GROUP :1-2 Phone: 239 482-4761 ( ) =______= WALL TO BE DEMOLISHED ® PLYWOOD TYPE OF CONSTRUCTION :TYPE 1B - FBC PLUMBING Fax: (2 3 9) 4 8 2 - 0 2 6 5 CORRIDOR 197 ROOM NAME &NUMBER � ACOUSTIC CEILING TILE TYPE 1 0,30 FULLY SPRI NKLERED NFPA P0.1 Plumbing Legends and General Notes SQUARE FOOTAGE OF REMODELING. 8,695 SOFT PLO Plumbing Demolition Plan (ID�D DOOR NUMBER ® BATT OR SEMI -RIGID INSULATION P1.1 Plumbing Renovation Plan MECHANICAL/ELECTRICAL ENGINEERS SECTION OR DETAIL RIGID INSULATION 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 of time of submittal. MECHANICAL A Architecture TLCEngineering for chitec}l Uri' � ELEVATION ROUGH WOOD FRAMING OR BLOCKING 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 MO.1 M0.2 Mechanical Legend & General Notes Infection Control Risk Assesment 500 N. Westshore Boulvard, Suite 435 ua instructions for Installation, start-up, operation, maintenance parts list, and data sheets. INTERIOR ELEVATION ® CONCRETE ROOF TILE 3. Contractor Is responsible for compliance with all Codes, Ordinances and Regulations applicable at project location. Contractor Is responsible M1,0 Mechanical Demolition Plan Tampa, FL 33609 for filing and securing all necessary permits, approvals, etc. for all trades. MIA Mechanical Renovation Plan Phone: 813-637-011 Q NORTH METAL ROOFING 4. When 'or equal', "alternate', or other qualifying terms are used, those Items shall be approved by Building Agent/Tenant and/or Architect. M2.0 Mechanical Details Fax: 813-637-0013 PLAN NORTH BRICK PAVERS 5. Existing materials or items scheduled to remain that are damaged by construction shall be repaired, patched, and refinished to the nearest intersection, restoring surface to It's orlginol condltlon. FIRE PROTECTION SUPPLY DIFFUSER�`K.� --�� STRIP FLOURESCENT FIXTURE 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/Tenant's forces FP0.1 FP1.0 Fire Protection Legend and General Notes Fire Protection Renovation Plan ® RETURN GRILLE PARABOLIC LIGHT FIXTURE AAad��F �I101e FLOURESCENT LiGHT FIXTURE 7. Contractor shall verify and be responsible for all dimensions and Job site conditions related to this work. Any discrepancy in dimensions or special modifications required due to field conditions shall be reported to the Architect for clarification ELECTRICAL Q CEILING FAN -�} RECESSED LIGHT FIXTURE 8. The Architect does not have 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, subcontractors or any other persons E0.1 Electrical Legend and General Notes performing any of the work, or for the failure of any of them to carry out the work in accordance with the Documents. E1.0 Electrical Demolition Plan 9. All pipes, ducts, conduit, etc., which penetrate the final slab or walls shall be Installed so as to maintain the fire resistive and structural Integrity E1.1 Electrical Lighting Plan4 of the building construction. E1.2 Enlarged Electrical Plan 1� G-A l0. 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 l)ntels where required with prior written approval. ll. Contractor to repair floor slabs, f1/1 gaps, cracks and voids. Grind smooth any high spots or ridges. Floors to be as required to prepared receive floor finishes so that previous substrate defects cannot be detected. N� VICINITY MAP NORTH KEY PLAN 12, GENERAL CONDITIONS OF THE CONTRACT, AIA Document A201, latest edition, shall apply. 0 ��� Yt \ 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 moisture -resistantr- type, and these partltlons are to be sound -rated. 14. All studs, furring and miscellaneous metal accessories in walls having moisture -resistant gypsum board are to be of galvanized metal. .._ 15. All fire rated partitions are to extend to deck above, and have all voids 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. 1 Y 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. t 17All non flre-rafed partitions are to extend 4' above suspended ceHing grid. All such partitions are t0 be braced back to the structural s with suitable sub -framing at 48 o max. Provide additional framing, racl g and blocking for all required cabine y decking or Joist - n .c„ m n, b n ntr •' Project L t ion and equipment. �. +F oca 18. Not all listed GENERAL NOTES may apply, nor are they all-inclusive for every work situation. z a xr,ta ` s Pra�ect 19. Each new FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, or an other new wall Y decorative celling and protectedh Sg y in concealed spaces ewithmthe words,'FIRE AND t SMOKE BARRIER I n PROTECTED ALL OPENINGS', orgsimilar language. Sign or stencilinto in �ude UL Design number of partition. Such signs or stencll)ngg shall be in 4-Inch ; high letters, % Inch stroke, and not more than 15 feet on center. Per Florida Fire Protection Code 101:8.3.2.4. Penetrations ¢ - through fire walls to be Identified In the some manor. s b 20. Contractor to repair any damaged spray fireproof. Patch shall be completed to maintain the require fire resistant rating. ' M ICI U bh tV N Ob U CT o � � o 4 b rz,C y ti Project No. 13051.00 iI'% r\ 512812014 3:49:32 PM ...\cd\A0-0 Cover Sheet.dgn Exiting from second floor N iE P N O 0 " N V' a C\- N 9 ------- ---- ---------- --- I I I I I I I I 6 I I I I I I I /EXIT CALCULATIONS Compartment ID Compartment Area Occupancy Type IA 11.856 S.F. Treatment 18 20,414 S.F. Treatment IC 16.515 S.F. 12,503 -12 4.012 Assembly 13,961 S F Treatment IE 13.891 S.F. Treatment IF 12.428 S.F. Treatment SMOKE COMPARTMENTS /EXIT CALCULATIONS Sq./ Ft. Occupant Number of Occupants Compartment Compartment Area Occupancy Type Sq./ Ft. Occupant 240 50 IG 4,982 S.F. Treatment 240 240 B5 111 6.284 S.F. Treatment 240 240 15 53 267 11 11,691 S.F. Treatment 240 240 59 IJ 15,141 S.F. Treatment 240 TOTAL FIRST FLOOR SOUARE FOOTAGE - 113.209 SOFT. 240 56 EXITS UNITS REOU/RED - 725 X .2 - 157' EXIT UNITS PROVIDED - 1,279' 240 52 Number of Occupants SYMBOLS 21 4 HR.FIRE/SMOKE PARTITION 2 HR.FIRE/SMOKE PARTITION 27 � 2-HR-S � 2-HR-S � 2-HR-S � 2-HR-S 2 HR. PARTITION 49 2-HR 2-HR 2-HR 2-HR 2-HR I HR.FIRE/SMOKE PARTITION 63 � 1-HR-S� 1-HR-S� 1-HR-S� 1-HR-S� I HR. FIRE PARTITION 1-HR � 1-HR � 1-HR NON -RATED SMOKE TIGHT PARTITION All Corridor Wolls Smoke Tight 784 48F� EXIT.EXIT WIDTH IN INCHES HIS Ow—O HORN AND STROBE A SMOKE ZONE © FIRE ALARM MANUAL PULL STATION S STROBE EXIT LIGHTIDIRECTION FEC FIRE EXTINGUISHER CABINET s� SMOKE DETECTOR FHC FIRE HOSE CABINET & FIRE HEAT SETECTOR EXTINGUISHER AHU / 1 ,$.. WAITING AHU / 7 W OF WOMENS F.H.C. I T C) I T OF Cardin Rehab 0 F.E. CARDIO-REHAB C/R GYM 13,961 S.F. TRUE PLAN LIFE SAFETY PLAN - FIRST FLOOR NORTH NORTH 1116 ' = I'-0' ( A a Lyndon T. Pollock Registered Architect AR0006747 Project No. 13051.00 A 1.0 0 512812014 2:01:42 PM _\AI.O L1fe Safety - First Floor Plon.dgn © 2014 BH/PK Architects, Inc. , am soot - TAT Ujj I 11 I r �� I�■�:I�rQ�TI I©®O:I�OI�� IGn s>1� O i,.7 ir:] I©=CC ��� :r:7 : :r:7 ��I■==©I�.IQ=IC .� I",.7 : FAM .1 ►�' � 1 .ii7 "r..7 i - _' ri I IzQ=� � :� ir:7 : I:e�al ',:7 i ==I�ol I��C LM �' � • j(j� Irv. �?J • • ' 1 ------------------- M•�►��� J e & I ' i,�� 1� ��, ,�. ►`' + ,,::•err: �Q 11 ,� Q �,- �m� .................. ft FEC 0 us LM O yj SON (2-F) 6,967 S.F. F ❑ 16d� o sna. L � O �m ul: •CS (Z)H,S 0 ©; o U w LM /S t Wi ed H 2C STAFF �..................._.._--............._..._,.,...,_._.,__. RL W ,605 S. e LM 5 o ,��•,, LL t3oaa[9auo Pdd t I I '3 5 SODA p6F. aEAM UTWY / I :. IL E �[y PRIVATE C ,p F.E.C. e u rg W HIS ,p, F.E.C. xs O P S a � CT jj COT L0 /3 /2 ll l0 9 C II� — — Bglmcttlaa RM fdlmc®aaR TRUE PLAN NORTH NORTH LIFE SAFETY PLAN - SECOND FLOOR 1/16 ' ° !1-0' rrrmtm M SMOKE COMPARTMENTS /EXIT CALCULATIONS Compartment Compartment Occupancy Sq./ Ft. Number of Area Type Occupant Occupants 2A 19,666 S.F. Treatment 240 82 2e 18,705 S.F. Treatment 240 78 SLEEP 240 20 2C 4,605 S.F. 2D 18,570 S.F. SLEEP 240 78 2E 8,784 S.F. SLEEP 240 37 2F 6,967 S.F. SLEEP 120 59 2G 7.228 S.F. SLEEP 120 61 2H 18,794 S.F. SLEEP 120 156 21 17,391 S.F. 120 146 TOTAL FIRST FLOOR SQUARE FOOTAGE - 122,934 S.F. 717 EXITS UNITS REQUIRED - 852 X .3 • 216' EXIT UNITS PROVIDED - 534' 4�n EXIT.EXIT WIDTH IN INCHES HIS P,* HORN AND STROBE A SMOKE ZONE © FIRE ALARM MANUAL PULL STATION S STROBE j EXIT LIGHT/DIRECTION FEC FIRE EXTINGUISHER CABINET s0 SMOKE DETECTOR FHC FIRE HOSE CABINET & FIRE O HEAT SETECTOR EXTINGUISHER SYMBOLS 4 HR.F/RE/SMOKE PARTITION 2 HR.F/RE/SMOKE PARTITION � 2-HR-S � 2-HR-S � 2-HR-S 2-HR-S 2 HR. PARTITION 2-HR 2-HR 2-HR 2-HR 2-HR I HR.F/RE/SMOKE PARTITION � 1-H R-S � 1-HR-S � 1-HR-S � 1-HR-S � I HR. FIRE PARTITION 1-HR � 1-HR � 1-HR NON -RATED SMOKE TIGHT PARTITION All Corridor Walls Smoke Tight BUILDING CODE ANALYSIS I. Codes In effect: Florida Building Code 2010 Florida Building Code NFPA 101 2009 Edition 2. Use and Occupant Classification: Group 1-2 As per FBC Chapter 3 and NFPA 101 3. Type of Construction: Type I-B, Fully Sprinklered As per FBC Section 602 and Type 1(3,3,2) NFPA 101 Table 8.1 4. Building Occupancy Building Occupancy per FBC Table 1004.1.2 120 and NFPA 10/ table 7.3.1.2 (In SF/Occupont): Area La Compartment 28 18,677 SF Allowed Occupancy 156 5. Exit Calculations Permitted Proposed Lyndon T. Pollock Max. Travel Distance: 300, 190'-10, Registered Architect AR0006747 Max. Dead End Corridor: 30' 30, Yin. Corridor Width: 8'-0. 8'-0' Min. Clear Opening of Exit Doors: 32' 32' I Min. Stair Width: 8' 0" 8' 0' I 6.. Interior Finish Requirements As per FBC Table 803.5 and NFPA 101 Table A 10.2.2 Exits: Type A Exit Access Corridors: Type A Rooms & Enclosed Spaces: Type A Project No. 13051.00 A L I 02014 BH/PK Architects, Inc. 512812014 2:01:57 PM ...\A1.l Life Safety - Second floor Plon.dgn N N C7 1 N CO 7 �pr n..-4 .. _.. s.... .._+A r.... TRUE PLAN NORTH NORTH ICRA PLAN - FIRST FLOOR 1116 = 11_01 Project No. 13051.00 A 1. 2 © 2014 BH/PK Architects, Inc. 512812014 2:02:11 PM ...\A1.2 ICRA - FIrst Floor Plon.dgn M v- N �,Xl a N Qo 9 INFECTION CONTROL MEASURES: 1. 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 requirements. The contractor shall strictly adhere to the limits of the construction area, and where phasing applies shall adhere to the phasing plan. Any work outside the construction area shall be coordinated with the hospital and preformed in accordance with the ICRA report. under the supervision 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 maintain existing levels of Indoor air quality In areas surrounding and adjacent to the construction work zone, and elsewhere in the focillty. It should be anticipated that the ICRA report will require measures to this effect Including erection of construction zone barriers and provisions for negative air pressure In the construction zone relative to other areas of the new foclllty.Failure to comply with construction and maintenance of construction barriers will result In the cessation of work until the barriers are brought Into compliance. 3.See Mechanical plans for additional comments on negative pressure and monitoring requirements. 4. Any requirement for Interruption or shut down of utilities made necessary by this construction shall be coordinated with the hospital at least one week prior to Interruption. 5. Contractor shall endeavor to minimize any disruption of surrounding areas of the hospital. 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 fireproofing is damaged due to construction, then It shall be repaired to its original fire rating. 8. For short term above celling work outside of the phased construction barriers Contractor to provide a portable construction containment system as approved by the hospital. 9.Contractor to remove existing winodws as required to connect negative air machines. Enclose windows with plywood around connections. Fire retardant wood nailer 1f` Close open ducts with 6 mil poly Seal with duct tape Close ceiling space with 6 mll fire retor Poly Seal oil joint penetrations with duct Seal around all pipe and duct penetrations In the partition and poly barrier with duct tape t 1 c Provide clo; retardant vl do not exter, at premlter dotted line rttcal celling the ,psum wall board h occupied side with paint '0 GO 3%' Metal studs 4' O.C. Ioints TRUE PLAN ram tack KT�� ICRA PLAN - SECOND FLOOR NORTH NORTH ?r equal Ir Q J 1/16 ' - I'-O' ( A 4 TEMPORARY ONE HOUR ICRA WALL 3/4 ' - 1'-0' Lyndon T. Pollock Registered Architgct , FPk0006747 Project No. 13051.00 512812014 2:02:27 PM ...\A1.3 ICRA - Second floor Plan.dgn A 1,9 3 1 ©2014 BH/PK Architects, inc. i DEMOLITION NOTES a- N N GJ rP N f Si CM CJUA►IC►YC nc►rrco WAM111/` EV)nl/ Elev. Low SECOND FLOOR DEMOLITION PLAN 118 ' ° 1'-0' l� Remove existing finished floor coverings (ceramic tile, vinyl tile, carpet, etc., complete from within room, including adhesives, prep for new finished flooring. Remove all existing wall construction shown In dashed lines completely, Including all door, hardware and frames. all existing wall mounted Items (sign, coat hooks, marker boards, etc.) deliver to owner. �3 Remove all applied room finishes from existing walls that are to remain (ceramic tile, vinyl wall covering, etc.), field verify Patch, repair and prepare surface as required for new finishes. 4 Remove existing wall and base cabinets, shelves, brackets, fostners, shown dashed. Patch and repair wall and floor as required by removals. Remove existing suspended ceiling system completely from room, remove all old supports and hangers, field verify extent required. 6 Remove existing ceiling mounted Items (curtain track, I.v. tracks, monitor brackets, etc.) deliver to the owner or dispose of as dlretced by the owner. Refer mechanical and eletcrical drawings for futher ceiling removal work. 7 Remove al! accessories (ptd, s.d., shelves, grab bars, etc) Deliver all accessories to the owner or dispose of as dlretced by the owner. 8 Remove all wall mounted fixtures, brackets or construction not shown that would interfere with the new construction, finishes, etc. Reinstall, deliver to the owner or dispose of as dlretced by the owner, patch and repair wall as required by all such removals. Fill and plug all holes in concrete floor full depth of existing slab, as required by remove piping, conduit, etc. See eletcrlcol and mechanical drawings for futher information. 10. Remove existing tub and accessories,including existing floor droln. Repair existing concrete floor for new shower and drain. 11. Extent of file removal in existing tub area. 12. Existing gypsum board ceilings in toilets and shower to remain 13. Remove existing cubical tracts. Project No. 13051.00 512812014 2.02:42 PM ...\cd\A1.4 DEMO PLAN.dgn A to 4 Q20i4 BH/PK Architects, Inc. N N <r M N 0 tQ TRUE PLAN SECOND FLOOR PLAN NORTH NORTH A2.0 1/8 ' = 1'-0" (;A a s Elev. Lob Mirror — Towel ring 3'-0' handrail 42' handrail - 4' Curb 2 SHOWER PLAN TYPE 'A' A2.0 1/4' - P-0' Refer to 11/A3.0 for typical shower head and controls Information 36' handrail Reuse existing draln location 4' curb SHOWER PLAN TYPE 'B' A2.0 / 114' ' P-0' Refer to plan for dimensions. `�•`�- Refer to 11/A3.0 for typical shower head and controls Information 5' . . 3'-0' 5' Hook 16' hondroll Fold down seat b 1136' handrail Linear draln 4 TOILET AND SHOWER ROOM A2.0 1/4' > 1'-0' For shower sections and details refer to sheet AD 'roject No. 13051.00 A200 512812014 2:02:56 PM ...\cd\A2.0 floor plon.dgn 1 ©2014 BH/PK Architects, Inc. N N 0 N C7 r Cn 4 A N LN po a • a .n ao V- nl 9 New gypsum board ceiling (pointed) 1'-0' x 2'-0' wall washer refer to electrical drawings Lighting fixtures refer to electrical drawings Existing ceiling exam light to remain Supply and return refer to mechanical drawings (�i) a (�i) Elev. Low structure above `al stud diagonal bracing, fogger 518' gypsum wal board on 3 518 metal stud bulkh( framing $Gelling 518' gypsum wa) board on 3 518 metal stud bulkhi framing, 2'-0' o.c bulkhead at 7'-O' a.f.f. NOTE: Typical of all Showers 2 BULKHEAD DETAIL @ SHOWER A2.1 1V2"'1' -0' REFLECTED CEILING PLAN LEGEND LAY -IN PARABOLIC FLUORESCENT FIXTURE PRISMATIC LENS FLUORESCENT FIXTURE 4 FOOT FLUORESCENT FIXTURE WALL MOUNTED FLUORESCENT FIXTURE TRACK LIGHTS I— — -I FLUORESCENT STRIP COVE LIGHTS ;- o i FLUORESCENT STRIP UTILITY LIGHTS RECESSED LOW VOLTAGE DOWN LIGHT O WALL WASH DOWN LIGHT O CEILING EXAM LIGHT 4' RECESSED OR SURFACE MOUNTED DOWN LIGHT -(O-WP VAPOR PROOF RECESSED DOWN LIGHT 4- CHANDELIER OR PENDANT FIXTURE 1� 9 WALL SCONCE QwP VAPOR PROOF WALL MOUNTED FIXTURE ® EXIT LIGHT WITH ARROW • SPRINKLER HEAD ® SUPPLY DIFFUSER ® RETURN REGISTER OR GRILLE GYPSUM CEILING, SOFFIT OR BULKHEAD (provide closure at both sides as required) C.J.1> CONTROL JOINT �Elev FINISH CEILING ELEVATION (A.F.F.) 8'-0' REFLECTED CEILING PLAN NOTES: 1. Refer to Electrical drawings for fixture types, counts and circuiting. 2. Refer to Mechanical drawings for diffuser and register sizes. J. Sldewallregisters, diffusers and sprinkler heads are not shown on Architectural reflected celling plans. 4. Coordinate locations of electrical, mechonical and fire protection devices with Architectural reflected ceiling plans. SECOND FLOOR PLAN - CEILING PLAN 118 ' - I'-0' Project No. 13051.00 512812014 2:03:11 PM \cd\A2.1 floor CEILING plan.dgn A201 © 2014 BH/PK Architects, Inc. 1 3 4' solid surface back and side back splash A3.1 Adjustable ~ -~ Plastic laminate Solid surface counter top divider panels ` 6' hole 6" hole 6" hole 6" hole 6' hole 6' hole Towel dispenser In top Ciosiv in top �—I in top 2 In top in top © — Exlsting column cover End panel Soap dispenser F IF- 1 U Existing column cover - _ _ _ _ _ I A \ / / I I i \1 h, Trash n \\ / � {� � Aifen �O n` r Olfen .0 � U Plastic laminated end Plosti laminated endI' 2l/2' 1'-6' 2'-0' Qa ,_ ,_ .2'-0' 1'- Y-8' 2'-0" 2'-5' �r-4- I'-8' I'-8' "F-8'!'-4' 2'-0' panel gard typical with Ipc 2' 1 8 sW, picot wlthl 02 2 a 1 +� N g I' 4' a ge and 1, 0" !' �'/2' 1'/2" U c7 LDRP 200 2 LDRP 202 3 LDRP 203 4 POST P.ROOM 5 POST P.ROOM 6 NURSERY 220 7 NURSERY 220 A3.0 1/4 ' = 1'-0- A3.0 1/4 ' = 1'-0' A3.0 1/4 ' _ I'-0' AM 1/4 " = 1'-0' 209, 221 and 227 A3.0 1/4 " = 1' a" A3.0 I/4 ' = 1' 0' A3.0 1/4 ' = I' 0" • � � ROOMS 210, 211, 212, 213, 91 217 and 216 slm. M tT 6 7 5 4 A3.1 A3.1 A3.1 !PC Beadboard Walnscott A3.1 � d, Towel dispenser � � w a, .� _ _ 7'-0' ceilln hq�t New dividers Solid surface counter top - - -� - �- - - and transaction shelf Counter counter �tiower ro Lumicore New solid surface _ _ _ _ lighting Mirror o Panel counter top al, r i 6" Soap dispenser w _ Meadow transac n s lo1e 6' hole 6' hole in top In top ntrols In top' Pr de new Ell_ 1 cabinets a e cab e s �t. o� wwa Bo x le Typical '�, �, - - - -, `' i', ca = v 6rIT abbar iTyp.J c, ., Existing desk platform "� I - �� .� to remain f "' Seat N A Suppo� 65 601a'B o a endL 1 1-8 spacnel, typical with Ipc ' 2' nd 1 6 2 8 3 0 ll%' Linear drain typical with !pc edge guard edge guard $ NURSE STATION 9 NURSE STATION io NURSE STATION ii PATIENT ROOM TOILET i2 PATIENT ROOM TOILET A3.0 1/4 ' = I'-0' A3,0 1/4 ' - 1'-0" A3.0 I/4 ' - I' -a" A3.0 1/4 • = 1'-0' �-o1/4 ' = 1'-0• 10 2 8 `M A3.1 A3.1 A3.1 Plastic laminate divider panels -7 - s? Existing window I 6' hole - above to remain H U 7 In top / © f Exlstln o ll r= \ �'' blanket I o � H wormer A3.1 — — _ _ (verify L size) Bench_\ /' C15 .� 3'-0' Y-V 3'-0' Y-8' Y-8' Verify - - - - -- r- - - - - -- `---- - - - - -- / 20 19 CORRIDOR CABINET i4 LDRP 207r15"�STORAGE 219 CABINET A3 ° 1/4 " - I'-0' A3.0 1/4 ' - 1' 0' A3.0 1/4 ' - 1'-0- Felld verify size of blanket wormer before construction of new cabinet Provide lock set for cabinet Extend existing partition to underside of construction above N l'-/0" Inside _ _ 9 _ 1N as II surface shelf Existing Celli Plano h age Sod su ace s e iN Existing fire rated 18 floor assembly UL D929 at splice - k Existing metal 4 - 4 4 4_ 4 deck 4 a Q 4 O Remove existing gypsum board min 12" w _,». .., :, „ ,: •.;.,,,;; • . , . •.... • and replace with Type 'X' gypsum oard to ' Type 'x' construction above underside of `� 11 gypsum board cut around metal deck and sealed tight S �, 11 50 to floor slab with \� Cabinet door swingapproved fire caulk Existing fire rated - -- less than /4 gap floor assembly P 1 Q n continuous UL D929 r' Plastic laminate �; �; - U 20 ELEVATION AT HEAD OF WALL dividers �-o��2' = �'-Q' Exlsting metal A / deck , Trim .., o ~'� ( Single layer ' type 'X' gypsum wallboard on each side of stud Y8" Type 'x' q> Spring latch attached with I" type 'S' drywall screws spaced a 8' O.C. along Is'111 - - - - - - - - - gypsum board cut 4i or barrel bolt edge of board and 12' O.C. In field of board. Extend and seal around metal deck .��" Door b partition to underside of deck above. Caulk all edges per i and sealed tightU.L. descriptions. to floor slab with Cd3Y8' meta! a roved fire caulkAcousto attenuation baitat I' 4' o.c.pP I less than /4' gap© i continuous both sidesU3%' metal studs 0 4' O.C.r � � Sound attenuation 1 1 I -1 Wire pull batts 1 UL 465 or UL 411 Splice two studs, nest one Into other Wire pull _ farmin a box section, to a depth of Provide two layers of g p Lyndon T. Pollock C? ' I gypsum board t 2 at least 8' min, or four f41 times the width Registered Architec AR0006747 f othe steel studs. Fasten together with hour wall 43 ,� 2 IOmm (3/8') Type S Pon Head Screws i C3 r` w ONE HOUR FIRE/SMOKE RATED 19 HEAD OF WALL DETAIL in each flange. Locate each screw (shown above) no more than 25mm (I') from ends of splice. ��� 'i"i i--I i•-�-•1 �efer�to se/c�ilon(iishee �) sA3.0 Elevation Solid surface shelf i8 SPLICE DETAIL 1T WALL TYPE C Project No. 13051.00 All exposed and semi -exposed A l ' - I'-0' A3.0 3/4 " = 1'-0' surfaces to be plastic laminate 3.0 I/2 CO�16GLOVE CABINET DETAIL (PPE) A300 A3.0 11/2- - l'-0' NOTE: Verify all dimensions Section 11-� ©2014 BH/PK Architects, Inc. I 512812014 2:03:24 PM -\A3.0 Interior elevations.dgn N a- 00 Wa a N ca ao- 4- IPC bead Solid Surface Counter Top and backsplash Solid surface Removable panel 1 PATIENT ROOM CABINET SECTION A3.1 3/4' - 11-0' s NURSE STATION A3,1 3/4' • P-0' °w solid surface transaction shelf. rovlde pencil edge and rounded )rners typical. xlsting to remain IPC bead board "high solid surface ck splash Icurely anchor cabinets wall blocking (Typical) Illd Surface Counter Top d backsplash re pulls, typical all cabinets 'awer body: %' maple veneer plywood sides Id back; 3/' maple veneer plywood sub -front. maple veneer plywood housed bottom '4' maple veneer plywood alned Justable shelves 5mm holes, I' o.c. with locking clips ull overlay door cabinet design ?) hinges per door toe space with base pica/ TYPICAL CABINET SECTION 3/4' - 1'-0' NURSE STATION A3.1 3/4' - P-0' Waterproof membrane continues 6' beyond Weighted shower curtain shower finish slope to Strainer wall to wall drain at entry to shower Remove portion of exittng Porcelin the all slab as Sealant and bond Waterproof membrane toms Drain to be set in 1%' breaker around d lop 3' Joint to min.tNnset bed be OS007 Porcelln the Installed ..u,..a•" .r.;,:,xs,,;:Es3 ;�'�K'.x,w::. :.'!�•' ?;r:, ';a ::x :^�✓, % I G.,..... .,:. , £'Y,G'xKf%'f;:: � Thlnset at exiting floor level `z'-, > J,:y, r l of d a n 7Y:,'.' F��J�'9Y/::5'^:ti" ?:,/..r /ff!Cx': y, rf:i ::';:,><'r/:;'�''Yi✓� r%.p�.xr,.::'.�./�'r�x.'x:: _ ,».:n,'r:rR-t�: :.. 5 :.p,': ,.,.✓::e.`n;'' ::f..,,: �.:,:.vi,. ir�%'xr,w Th nset Existing concrete slab Waterproof membrane extend into flasNng collar ' Existing concrete Linear shower drain 11 Li near Shower Drain DetailK12 Detdi 1 at Shower Drdi n AD 1%2'-V-0' AD I%2'•I'-o' Solid surface transaction shelf. Provide pencil edge and rounded corners typical. New lumacore meadow panels. Fromeless - cut groves In bottom and sides of counter to hold In panel. Smooth edges of lumacore panels. New solid surface counter top Existing wall to remain Shower pan membr�-- sloped to drain ex membrane up over Ceramic the slope foot to drain In shower Ln w uspended acoustical tile celling. eight as shown on Interior evatlons 14' plywood construction elamine covered interiors, lostic laminate - Exteriors (Typical) ad ull overlay door cabinet design 11 hinges per door lostic laminate -rticol divider this cabinet oset Rod '/4' plywood construction felomine covered Interiors, 'Iastic laminate - Exteriors (Typical) olnless steel wire pulls ull overlay door cabinet design ') hinges per door toe space with base olcal 3 PATIENT WARDROBE A3.1 3/4' - 1'-0' Provide locks upper cabinet door CABINET SECTION A3.1 3/4' . 1'-0' Continuous sealant at: a. horizontal Joint at top of base b. Joint between wall cove & floor tiles and c. at corner intersections of wall tile. use sanded sealant to match grout (lyplcal) 4' x 4' concrete curb 6'5 rebor at 12' o.c. Imbed In e F I I mortar Slope m0 a 0 membrane I I I I Existing concrete L; slab 13 SHOWER CURB SECTION AJ.1 / 11/2 " ° 1'-O' Shower pan membrane f up wall typical Gypsum board bulkhead to be P beyond face of casework 3/4' plywood construction Melamine covered interiors, Plastic laminate - Exteriors (typical) Securely anchor cabinets to wall blocking (Typical) Adjustable shelves 5mm holes, 11/4' o.c. with locking clips nd tie thresholiflet room -. SI S e AX.X 14 Section T hrouah Shower 4 NURSE STATION A3.1 3/4' - P-0' VId Surface counter p and backsplash 16' hole In top rash can provided ly owner 'Iastic laminate on YV lywood pull out shelf. 'rovlde Ix2's with plastic 7minate on all edges ull overlay door cabinet design ?) hinges per door toe space with base typical rq_`� TRASH CABINET SECTION AD / 3/4' =1'-0' Th)nset procelin tile Continue waterproof membrane 2'-0" up Wall, Wool x 2 celling the and grid 3/4' plywood construction leam)ne covered interiors, :1Iastic laminate - Exteriors (Typical) -ull overlay door cabinet design 2) hinges per door Id Justable shelves imm holes, 1 1/4' ox. elth locking clips >ecurely anchor cabinets o wall blocking (Typical) fight valance efer to detail I/A3.1 1r additional Information IPC bead board 5 NURSE STATION AD 3/4' , 1'-0' Exlstlnnqq slll and window to remaa7n Securely anchor cabinets to wall blocking (Typical) Adjustable shelves 5mm holes, 1 1/4' o.c. with locking clips 3/4' plywood construction Melamine covered Interiors, Plostic laminate Exteriors (typical) to CABINET SECTION — AD 3/4' = P-0' Gypsum board & metal stud partition. See plan for partition type Anchoring device Fire Retardant 2x wood blocking secured to studs SEE P AN I I ; Solid surface transaction shelf. Provide pencll edge and rounded corners typical. Existing to remain Solid Surface Counter Top and backsplash Drawer bad : 5/8' Plastic laminate s and bock; 314' sub -front: 1/4' Plastic laminate housed bottom 3/4' plywood construction Plastic laminate covered interiors, Plastic laminate - E xterlors (Typlco 4' too space with base typical Edge of cabinet beyond Cushion - 2' foam with vinyl fabric 3/4' Plywood construction, plastic laminate exterior (Typical) 11 BENCH SECTION — AD 3/4' • P-0' Secure metal plate to studs wlthVB' pop rivets or self tapping pan head screws (min.three) 16go.6 in wide plate spanning 2 studs min. (typ) Metal studs `I I WALL BLOCKING WALL REINFORCEMENT STEEL PLATE WALL REINFORCEMENT 15 W ALL REINFORCEMENT A3.1 1V2" ° V -0" Lyndon T. Pollock Registered Architect ARQQQ6747 _ _ DOMINION, Project No. 13051.00 A301 © 2014 BH/PK Architects, Inc. 512812014 3:07:52 PM-\cd\A3.1INTERIOR SECTIONS.dgn o � N '4- N 0 v- N 0 00 r"-1 Cs c k» 19, • �/'F iI F., e i «e ae ,a ,a EM , .. MIN 00■■■■■ 0000 13MI30■ OMEN= MENIME 013000■■ 00011130000 ■C]■■M r 013013■■■ ■■■93 1313■■■ ■U■■EMS r . r ■©■�■■■ ■■■�©■■■ ■�■■ 00110000 00013 ■■■■■ 013MM ' ® d ■■13■■■■ ■■■©13■■■■ r3 ■■■ : r r ■■0©■■■ ■■■13©0■■■ ■C]■OM 001317■■■ 0001113017■■ eM■■ : r MENIME r ■■rin■■■ ■■■n n■■■■ ■nmm� SCHEDULE REMARKS AND NOTES NOTE: MATERIALS AND COLOR SELECTIONS FOR ALL APPLIED FINISHES REFER TO FINISH SHEETS. ALL FINISHES TO BE CLASS 'A' OR CLASS 'I' FIRE RATED WALL TYPES %2' cementltlous the backer board on one sides of studs. Shim out backer board flush to adjacent gypsum board. Thlnset ceramic the (typical). Refer to flnlsh schedule. 3%' galvanized metal studs a P-4' O.C. %' gypsum wallboard, moisture resistant In wet conditions R-19 butt insulation A,% NON RATED METAL FRAME %2' cementltlous the backer board on one sides of studs. Shim out backer board flush to adjacent gypsum board. Thlnset ceramic file (typical). 3%' galvanized metal studs di? P-4' O.C. Single layertype 'X' gypsum wallboard on each side of stud attached with I' type 'S' drywall screws spaced v 8' O.C. along edge of board and 12' O.C. in field of board. Extend and seal partition to underside of deck above. Caulk all edges per U.L. descriptions. Acoustic attenuation bott 3' metal studs ID 1' 4' Q.C. :.<.. , C-> ONE HOUR FIRE/SMOKE RATED v/ METAL FRAME (U.L. •U465) Ip'-.,NON RATED METAL FRAME `IFOR TILE FINISH HEIGHT: If the does not extend full height of wall, backer board transitions to %' gypsum wallboard above wainscot. Gypsum or backer board extends to 4' above flnlsh ceiling unless otherwise noted. Cove cap iomogenous flooring with ntegral base -lash cove backer Section INTERGRAL BASE A5.0 DOOR SCHEDULE DOOR FRAME DETAILS � W �aov w O$ W z U W W 41 a-- C1j m ti � z q z SIZE � U_ w HEAD JAMB T HRSHLD i� 207A 3'-O' x 7'-0' 1%' A WOOD STAIN A HM PAINT I/A5.0 I/A5.0 1 207B 4'-0' x 7'-0' IV A WOOD STAIN A HM PAINT IIA5.0 I/A5.0 3 208 3'-0' x 7'-0' IV A WOOD STAIN A HM PAINT I/A5.0 I/A5.0 2 IY4' j A j WOOD j STAIN - -j - j j 4 REMARKS SCHEDULE REMARKS AND ABBREVIATIONS 20 20 minute fire rated door, frame and hardware 1. Replace existing door w/likesize, existing frame to remain 45 Y4 hour label fire rated door, frame and hardware 90 I%2' hour label fire rated door, frame and hardware ALUM Aluminum storefront system HM Hollow metal frame DOOR DETAILS Jmmo r_.reC *gypsum ird each side of ,to/ studs (refer s for wall types) studs metal frome efer to door schedule HEAD KI HOLLOW METAL DETAIL A5.0 3- _ 1'-0- 0 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) galy 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 rain No. 25 MSG (min No. 20 MSG when Item. 4C is used) gatv 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'. U S GREENFIBER L L C- Cocoon stabilized cellulose insula- tion. 313. 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 apptica- tion instructions supplied with the product. Applied to completely fill the enclosed cavity. Mnumum 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 1.2 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, GPFS6. LAFARGE NORTH AMERICA INC -Types 1,GFC2, LCFC2A, LGFC6, LCFC6A, 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 (SARABURI) CO LTD -Type EX-1 STANDARD GYPSUM L L C-Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORD -Type T'G-C. UNITED STATES GYPSUM CO -Type 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, 1P-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. Design No. U465 Nonbearing Wall Rating -1 HR. One layer 5/8 'gypsum wallboard each side of 3 518 ' metal studs (refer to plans for wall types) Double studs Hollow metal frame Door refer to door schedule 4A. Gypsum Board* - (As alternate to Item 4) - Nom 5/8 in. thick gyp- sum panels with beveled, square or tapered edges, applied vertically 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 1 in. ]on& 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 WM. 413. Gypsum Board* - (As an alternate to Items 4 or 4A) - Nom 3/4 in. thick, 4 ft wide, installed as described in item 4A with screw length increased to 1-1/4 in. CANADIAN GYPSUM COMPANY -Types AR, IP-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 premixed 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. CC, flange portion attached to each intersecting stud with 1/2 in. long type 5-12 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 gals 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 galy steel wire near each end of overlap. As an alternate, ends of adjoining channels may be over- lapped 6 im 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. CC., 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 DOOR TYPES r--Glass type 'X' Type A Type., B w o"glass Provide film-signage on windows UL LABEL system No. W-L•1039 (Formerly System No. 605) F Rating-1 Hr T Rating-o and I Hr (See Item 2) SECTION A -A 1. Walt Astembly-The fire rated gypsum wallboard/stud Walt assembly Shalt be corutnrcted of the rater and in the manner specified In the individual U300 or U4D0 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall fnttude the following tonstnlctfon teatimes. A. Studs -Watt Framing may consist of either Wood studs or steel thonnet stud?, Wood Studs to consist of nom 2 by 41n. lumber spaced 1166 in. DC. Steal. studs to he min 2-1/2 in, wide and spaced max 24 in. 8. Batts and Blankets* -born 1.1/2 in, thick mineral wool batts frktion fitted to fill interior of stud cavities. C. Wallboard, Gypsum' -The gypsum wallboard type, thickness, number of lavers and orientation shalt be as specified in the individual Waif and Ili Design. Max diam of opening is 8 in. 2. Through Pmrepants•-Orse metallic papa, conduit or Wbfngtolla installed In either concentrically aq{occantr(:1 witMn the fire stofp syttdm. Pipe, he /altowinidt or g typo and to IT, t�f mpetaUk pipeit ton is o�tubirreyj tt�y be used: A. Stott Mph -Korn 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe, the annular space shati be min 1/4To max 1.5/8 in, W14" steel ppipe is used T Rating is D hr. B. Condu t Nam 4 In, diam or smaller sled alectricat mtottie tubing or Stott conduit, The annular space shaft be min i/4 to max 2.5/8 in. When conduit is 1/2 in, diam or less, r Rating Is 1 hi. C. Copper Tubing-Nom 4 In. diam (or smaller) Tyype L (or heavier) w tubing, the annular space shall be min 1/4 to max 1-5/8 in, When copper lulling is used, T Rating is 0 hr, Forming 141kM"at---Min R. in. thickness of rain 3, 5 pcf mineral wool lull fnsulation firmly packed into opening as a permanent foam. Fanning material to be recessed from both surfaces of wait to accommodate the required thickness of flit material. USS Intestrin lnc--Type SAF 4, Ffu, Vold or Cavity MAterlat•-Min 1/2 irk. thickness of fill material Applied within the annulus, Rush with both surfaces of watt. 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 (nstructions. United States Gypsum Co. -Type FC 4A. Fitt, Vold or Cavfty Material* -Mot Shown -•Two component fill material used as an alternate to Item 4. Min 1/2 in. thickness of fill material applied within the anmrtus, Rush with both surfaces of wall. Readymixed 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 alto accompanying installation Instructions, United States Gypsum Co. -Type RFC *grating the UL Classification Marking $`!!stem No. C-A3.003Z (Formerly System No, 449) F Rating--2 $ 3 Hr (See Items 1 and 3) T Rating ---a and 1 Hr (See Item 2) s acT10N A -A 1, floor or Watt Assemb(y Min 3-3/4 In. (2-Hr Rating) or min 4-1/2 in,(3•Hr Rating) thick reinforced lightweight or normal weight IW15D pcft Conrneta floor, of min 4-3/4 in. (2-Hr Rating)ogr min 5 fn, (3-Hr concrete wait, wall thick may stso a constructed of of any UL12 esIst st ed Catncritte Blocks`,Mex diam of opening Is a in, See Concrete Block (Ckn) category in the Fire Resistance DireMry for names of manufacturers. x. Stoat Sleevo-• (Optinnat-Nam 8 In, diam (or smaller) Schedule 4o (or heavier) steel ppipe, cost uit or steel EMT, cast or grouted into floor or wall assempty, flush with floor orwait surfaces, When steel sima Is used, T Rating is 0 hr. When steel steeve is omitted, T Raiing is 1 Hr rot the 3 Hrassembly, othervvise, the T Rating is 0 Hr. 3, Forming Material" -Min 2.3/4 in, (g-Hr Rating) or min 3 in, O3 Hr Rating) opening aia permanes of min nt form. Forminngfiber materialio be recessed tion ssfrom top senate of floor or from both surfaces of wall as required to accommodate the required thfckness of flit material. USG fatterfors tnc type SAF 4. Fill, Vold of Cavity Material".•-_Sealant-Mm 1 in, thickness of lilt wior th both surfaacces4of wall the mixx maati rrtait Mixed top witth wateor at floor Of 2.1 part$ dnr Mfg to t pant water by weight in accordance with the arcvmparrAng installation instructions. United States Gypsum CO. -TYPO FC 4A. Fill, Vold or Cavity Matedai"-- trot Shown - Two component "it material used as an atterrkate to Item 4, Min 1 in. thickness of fill material a Uld uAthin the annulus, flush with top side of Hoar or both surfaces of wall. Ready -mixed component mixed with accelerator component at a rate of 66 parts of ready -mixed component to i part accelerator component by weight In accordance with the accompanying Installation instructions, United States gypsum Co. -Type RFC *Bearing the UL Classification Marking FRAME TYPES Type A Hollow Metal Frame System No, W-L-1087 F Rattng-i Hr T Ratings-0 and 1 iir (See Item 2) SECT QN A -A 1. Wall Assembly The Nre rated g"Sum wallboard/stud wall assembly shall he eonsuucted of the materiats and in the manner specified in the IndividualU300 of U400 Series Watt and Partition Designs in the UL Fine Resistance Directory and shall include the following construction features; A. Studs -WALL flaming may consist of either wood s#udr or steel channel studs. Wood studs to cansist of nom 2 bu 4 In. lumber spaced 16 in. 0C. Steel studs to be a rain 2.1/2 in. w e and spaced max 24 in. OC. 81 WaUbnard, Gyypsum*-The gypsum wallboard type, thickness (min 5/8 in:), number of layers, and milantation shall bo as specified In the individual Watt and Partition peSign, Max ?lam of opening Is 7 in. 2. Through -Penetrants -One mataUic ppipe, conduct, of tubing to be installed either concenMcIlly or eceerttricatly within the fifestop system. Pipe, canduiU or tubing to be rigidly supported an both sides of wall assembly. The foUpwing types and sixes of metallic pipes, conduits or tubing may be usedt A. Steel Pipe -Nam 4 In, diam (or smager� Schedule to (or heavkr) steel pipe, The annular space sbau be a min 1/4 In, to max 6/4 in. When steel pipe is used, I Rating is 0 hr. 8. Candult-Nom 4 in, diam or Smaller steel electrical metallic tubing or steel tandutt. The a,mutar space shall be a man 1/e in. to max V1/4 in, When conduit is 1/2 in." or less, T Rating is 31u. C. Copper Tubing -Nam 4 in, diam (or smaller) TXPe L (or heavier) foppor tubing. The annular space shall be a min 1/41n. to max 1-1/4 in, When copper tubing is used, T Rating is D by. 3. fill, Vold or Cavity Material" --Han 5/8 in, thickness of flit material appdtd within the annulus flush with both surfaces of the wall Additfonat fen material IoStatted such that a min 3//8 in, amyl is formed around the ptnetrating item, overlapping min 1 in, onto the wallboard surface. Dry mix material mixed at a rasa of 2.1 parts dryry mix to I part water by weight in accordance with the accompanying installation instructions. United States Gypsum Co. -Type FC 3A, Fill. Void or Cavity Materlat"-Not Shown -Two component fill material used as an alternate to Item 3. Min 6/9 in, thickness of flu material applied within the annulus Rush with both surfaces of the wall. Additional fill material Installed such that a min 318 in. crown is farmed around the penetrating item, overlapping rain 1 In. onto the wattiourd surface. 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 Gypsum ro.-•Type RfC 'Bearing the UL Classification Marking DOOR HAREW ARE 1. All hardware to be lever type to meet ADA requirements. manufacturer and finish to match existing in building. Coordinate keying with owner 2.All existing doors In the project area replace existing hinges with 'Swing clear hinges BB126 14.5 x 14.5 US26D' HARDWARE SET I Doors e207A 3 swing clear hinges BB126 14.5 x 4.5 x US26D Hager I each privacy set ND40S x RHO x 626 Scglage 1 each overhead stop 904S x US32D Glynn - Johnson 3 each door silencers 307D X gray Hager HARDWARE SET 2 Doors 4208 3 swing clear hinges BB126 14.5 x 4.5 x US26D Hager I each Storeroom lockset N080PD x RHO x 626 Schloge I each door closer 4041 x RW/PA x 689 LCN I each wall stop 232W x US32D Hager 3 each door silencers 307D x gray Hager HARDWARE SET 3 Doors 1207B 3 swing clear hinges B8126 14.5 x 4.5 x US26D Hager I each hospital latch HL-6x5 backset x ASA strike x 626 Glenn -Johnson I each wall stop 232W x US32D Hager 3 each door silencers 307D x gray Hager HARDWARE SET 4 Reuse existing System No. W-L•2036 (FOrmcdY System No. 504) F Rating•--1 Hr T Rating--1 Hr A 2 3b A I. tWU Assembly-rhe Rre rated gyypwm wallboard/stud wall assembly shah be camGutted at the "at. and In the manner deswlbed to Cho individual U0n0 or U4o0 serlu W-Il and Pardtlon neslgrts in th, Ut Rm Raistanu dinctaryand atuatndude the roUtwing mtntrucllan heturas A. St6ds -Walt reaming may consist of -fther wood studs or staff channar studs Wood studs to co, fst or nom 1 by 4 In, lumbar spared 16 in, OC. Steet studs to he min 2.1/3 tn. wide and spaced max 241n, e. 8itu and nlankata+-Mom 3•x la. thick mineral wool hatts MAfan ratted to hit inter or of stud caNtks G W,Uboasd, Gypsum' -The sum watlbow type thickens,, m mbar of Lwers and Drier tuien shill be as specified fn the indl'Ahat Wall and Partition Oestyn. Max dhm of apemn la 6 in, t NoemataNk Npa--Nam 4 In diem (ar ama?ers schedule 40 polyvfnyl chtpridt (PVC, pipe for use in Cased (pprocess or supply) piping system, A m1n S/16 ro max 1.1/Y6 tn, ennu,,r spare is requlmd within the nrestap ryatm. Pipe to be rigidly supported an both aidts of wait 3. flrtsG,P System -The nre5top rsyysstam sh,H comb! of the rDUMV gl A. Forming MaterfaN-Min 2.1/2 In, Uskkners of cola 1.6 pcf mlaeral wool hart Insulation firmly policed Into npar17 as a pelmantrrt farm, FwmMg m,tsrlal to be recessed ham both surtacae a► wall to Mommadata the rtqufred thickness of nit maberla4 USG TrNtHora Inc -Typo SAP e. 1IL Vold w Cavity Material' -Min 1/2 in. ??tines, of fill material appUed wbtMn the ,nnuluF Hush with bane surtsees at wall pry max material mixed ,t a rota of 2.1 parts dry mix to S.a part wake by weight Irt accardanca with the acromparsyrrg im#,tlaKon ImtnrcHons. nitad States Gypsum, Cp,-rYpe PPCC III. Frl4 Vold or GWIr Material =Not Shown -lira rnmponent hat materhl used as art alternate to Ittm a0. R 7zd lxed wmpante, mbxed with acts leastormmpogmt at a nteof 66 parts of mady.mlaed wmP0gantto 1 partofattttmatarerannnn..,al..,.�.,,.,,.r,-..•_....•___ C, Fill, Veld fir tevlfaiMiiariil'-aa�lrap Strap Nmn 1/a in. thidl iho, sttaaescta' alastomeris mattrf+t heed oc aae side with aluminum Ughtypwnpped around nnsmet,Wc plQaeu riundrdt (folt�stdo g poie4) mth tUhsit edges butted against khe snrfaea o/the wall Earl, laytr of wrap strip to be TmtaUed web butted seam with hutted seams In successive sayers sbRgered, WnP marl lareu temposarfly hard In 'Olt" using -kkminum roil Upa, skeet wbo tie or equtvatant. Minnea6G Mfnlnq A Manufechainp Ca• -Typo Fs-195 D. Sted Collet-Nom 2 fe, dsep toper with 1-1 4 in. widepay Z M ton ofmpmrecut tills 6 In 3Jth{tick (fiet9a it upa, ,C�xptxbad silent sud avallahle from wrap siryysy manu6mrrer As an anemate mUsr may be ReWfabrlcamd from cobs opf6 fn. thtsk11.1 1so gauugpe) g,i9amled shaftstedtnaccpnhnceMill stnrcUa. retsppptlad6ywnpstrip manufacumer, sled cptla, wtkh,nihor tabs bent outward go degrees, wnppad Siuhtly arauad wrap sutp layers wills min 1 in, overlap at the seam, m sttaai collar-rxl,or tabs pressed tightly against wag aurface, oompnu rnUarargradwrap surp Iayars wlpgg a man t/211 wura fry o,02d In. thick stdnless steel band clamp with worn drive tlghtening mechanism at the coUm mldhlight As en altenake to the two min is swG'(Od.o6L1 K dice ) site[ WiNr� a'-npe�d oath uWW�w twlaka Secure C09,106 a r to wall surface 3/�6 in. diam sted fog a bolts 0/8 in. or 1.1/4 la, ripy Tn cenjuncNof with min 11/2 fn. diameter stet washtn three Galt;, symmetrkauy tocsted, hgWred for nom kf Rom 3 in. dhm pipes. For bolts, symrnelrkathr lawtad. required for nom 3d/2 and { in, diam pipes AS a Anal Sttp, bend rct I nn aba 90 degrear toward pipe to tack wrap strip layms in *Beal the theaUL Chillhcation Narking, Concrete floor on metal deck ° . A Ferrous or copper pipe. 6' diameter max. System No. WL-3034 (formerly System No. 606) F Rating-1 Hr T Ratings-0 and i Hr (See item 2) BECTIQ IAA -A 1. Wall Assembly -The flre.rated ,gypsum wallboard/stud wall assembly shall be constructed of the matenais and to th} manner described in the individual U300 at U400 Series Walt and Partition Designs in the UL Fire Resistance Ulrectory and shall include the following construction features; A. Studs -Walt framing may consist of either wood studs or steel channel studs. Woad studs to consist of Waco 2 by 4 tn, lumber spaced 16 in. DC, Steet studs to be min 2.1/2 in, wide and spaced max 24 in. 0c. B. Batts and Btankets*-Mom 1-1/2 in. thick mineral wool baits friction fitted to fill interior of stud cavities. C. WaUboatd, Gypsum"-lhagypsum wallboard type thickness, number of tayms and arientatioa shalt be as specified in the individual Wail and Partklon Design. Max diam of opening is a In. 2. Cables -,Aggregate crass -sectional area of max 100 pair, No. 24 AWG telephone cables in oprniruJ to ba min 10 to mar 41 percent of the aggr6 eta ciross•sactlonatorea of the apenln� The annular space shall b6 min 1�2 to. to MAX 3.7/8 In. Cables to Is r[gsdly wpported an both sides Of wall assembly. When tilt Is 10 percent T Sting is 1 hr. 3. Forming Material* -Min 2.1/2 in. thickness of min 3.6 pcf mineral wool batt insulation firmly packed into opening as a permanent form. Forming material to he recessed from bath surfaces of wan to accommodatd the required thickness of Hat material tiSG Interiors Inc. -Type SAF 4. Flit, Vold or Cavity Material*-5datant-Min 1/2 in. thkknem of Hn matetiat applied 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 Gypsum Co.--Tj po FC 4A. fill Vold or Cavity Mataflal"-Nat SImW11--Two component fit material used as on atternatt to Item 4, Min 112 in, thickness of flit material applied within the annulus, flush with both surfaces of wall. Ready -mixed tamponent mixed with accelerator component at a rate of 60 parts of ready -mixed component to J. part of accelerator component by weight to accordance with tha accompanying Installation instructions. United Stotts Gypsum Co, -Typo RFC `Bearing the UL Classification Marking Annular space filled with grout to full thickness of slab Two piece plywood form Topcon to underside of metal deck. Remove plywood after grouting. - 2 FLOOR PENETRATION DETAIL. A5.0 Lyndon T. Pollock Registered Architect AR0006747 'roject No. 13051.00 A500 512812014 2:03:56 PM „.\cd\A5-0 Schedule.dgn ©2014 HH/PK Architects, Inc. i u Rfl v 07 . 14 cq E V` N 0 S-WOMEN'S CENTER WAITING ROOM N STAIR NO 1 0 S-PRE OP WAITING -a FLOOR FINISHES PLAN 118 ' - 1'-0' CORRIDG VINYL PLANK FLOOR CONTRACTOR TO PROVIDE A SMOOTH AND LEVEL FLOOR SLAB FOR INSTALLATION OF FINISHED FLOOR MATERIAL VINYL PLANK Monf: Shannon Specialty Soles Prod: Woodland Path Color: WP5721 Medium Choke Cherry Supplier: Contractor Location: See Plan Code: VP-1 VINYL PLANK FLOOR VINYL PLANK Manf: Shannon Specialty Sales Prod: Woodland Path Color: WP57295 Natural Ash Supplier. Contractor Location: See Plan Code: VP-2 SHEET VINYL FLOORING WITH INTEGRAL BASE Manufactacturer: Shannon Specialty Sales Pattern: Teknoflor Forestscapes Color: 52204 Orchard Cherry Welding Rod: Match floor Location. See Plan Supplier: Contractor Code: SV-1 SHOWER FLOOR TILE Manufacturer: Pattern: Size: Color: Grout: Installation: Base: Grout: Crossville Ceramics Color Blox EC 6x6 1101 Sandbox Starquartz Quartz Lock 224 Mushroom Straight Lay Cove trim 118' Interior Design PI an Legend Symbol Description EXISTING WALL, DOOR, CABINET, ETC. TO REMAIN NEW METAL STUD/GYP.BRD. WALL W/BATT INSULATION XX NOTE TAG SHOWER WALLS Manufacturer: Crossville Ceramics Pattern: Color Blox EC Color: I101 Sandbox Size: 12x24 Grout: Starquartz Ouartz Lock 224 Mushroom 118' Joints Installation: Straight Lay to ceiling VINYL BASE Manufacturer: Johnsonite Milwork Base Type: Delineate Color: 01 Snow White Code: B-1 —• —••Kip.* -•• ARMOR PLATE DOOR PROTECTION/KP-? SEE SPECIFICATIONS C�"..:::__........,,: WALL PROTECTION HANDRAIL/G-? SEE SPECIFICATIONS WALL PROTECTION 3' CORNER GUARD/ WP-? WP-? SEE SPECIFICATIONS F ? NEW FLOORCOVERING. SEE SPECIFICATIONS FOR TYPE NEW PAINT/WALLCOVERING. WC-? SEE SPECIFICATIONS FOR TYPE I j PROJECT LIMITS Project No. 13051.00 512812014 2:04.23 PM ...\cd\A8.0 floor flnlshes.dgn A6.0 ©201413H/PK Architects, Inc. I N RO v v N WALL PROTECTION i 1� i $JANITOR' — — — — — — — — — — H H H PAINT Bead Board — — — — — —Manf: InPro H LH� o- -- -- H �— ---- --- ----- — — H'ta---- — — —-------- b — — ------ nN 0 --- D Point Prod: Manf: Sherwin Williams Rigid Bead Board Sheet Half Width Wainscot .060' F.E.C. ❑ Prod: Harmony with outside Corners , Horizontal top cap and base Color: SW7723 Colony Buff Color: Honey Nut 0535 Finish: Satin Supplier: Contractor S-WOMEN'S CENTER WAITING ROAM Supplier: Contractor Location: Nurse Station only S-PRE QP WAITING Location: All walls unless otherwise noted Code: WP-1 Code: P-I � PAINT WALL PROTECTION Bead Board TOILET Point Manf: InPro P I,CR,WP 2 lev Manf: Sherwin Williams Prod: Rlgld Bead Board Sheet Half Width Wainscot .060' 200A Prod: Harmony Color. White Sand 0103 CC LE TRIC ROOM S LET Color: SW6115 Totally Tan Supplier: Contractor P 4 Finish: Satin Location: See finish Plan Supplier. Contractor Code: WP 2 H LJ H� 4'�J Q Q PAY PH9NH H Location: Refer Plan ,`\ Code: P-2 WALL PROTECTION E J J PL-1, 2407 �—/ SS -I ,r PAINT Corner Guards \ Manf: IPC a 3 Fabric to be Arc Com f Paint Prod: Series 1608N High Impact Corner Guard P-4, CR �� Silverado AC-67659 Aquamarine •10 Manf: Sherwin Williams Size: 2' wings 90' angle full height ,f' Prod: Harmon Color: 0103 White Sand -3, C /}— �, Color: SW621 Quietude Supplier: Contractor 3 Finish: Satin Location: See finish Plan LDRP Supplier: Contractor Code: WP-3 WP-3A 45' _. Location: Refer Plan a .._ _......_...... - - --- - -- ------..__........_..___...-.........-.............._...._.....__............._............._._...._.............._.._....._..............__........_................._..._......_........ � 201 ,:................__.....�__...................-_...._.,._.._.........-....._._.._........._._._.._........._.._.....--...__..._._.._..-....__.._.___....__.__._... , Code: P-3 "- 2406Roof P-I,CR,pj-�20' TOILET ,� WALL PROTECTION PL-1, 201A 'f PAINT Hand Roll SS-1 © © Point Manf: Match existing CL p_3 ` r w"` ` Monf. Sherwin Williams ColoProdr: Ma�chclPCront Honeyer 0103 's Prod. y P-I,CR,WP-2 ! O WP-3 Color: Harmony Supplier: Gray LocaSupplier: Contractor H H TOILET H Finish: Satin Codetion: WP 4 finish Plan P-4, CR 02A Supplier: Contractor vitPOST p Location: Refer Plan P-4 ROOM �pM ROOM ROOM �M /POST p �M /POST P Code: P-4 WALL PROTECTION PL 1, 209 210 211 212F213 221 222 SS-1 2410 2411 2412 2413 �' �' 2414 ' 0 N PAINT Corner Guards N N CL a- � CL Manf: IPC � q ri N 3 R � Paint Prod: 1600 Wall Guard LQRP 3 C4 SUPPLIES `� Cr Ai F202,r c, c� <: �, Manf: MDC Ceramic Paint Size: 6 c� ac Prod: Harmony Color: 0103 White Sand 2405 n �_ " t' a q Color: Match Sherwin Williams SW70I0 White Duck Supplier: Contractor a `- TOILET "' a- TOILET a li �' `� O/LET TOILET TOILET V Finish: Satin Location: See finish Plan 4 TOILET a ri TOILET �r' 2 ` 209A IPL 1, A i 2//A 212A /3A r 221A CL r -\ 22A Supplier: Contractor Code: WP 5 PL 1, SS I PL I r PL 1, K Location: Refer Plan P-I,CR,WP-2 a v CC-r ( PL-I, I I SS-1 PI -1 rc.1 o PL 1, Stalr'B" Code: P-5 FLOOR FINISHES PLAN 1/8 ' = P-O' CORRIDQ Point Door Frames Seml-gloss Inside Baby Place 7vlde Film on WINDOW TREATMENT- ROLLER SHADE 1007. ROOM DARKENING ss with signnge Wood Chair Roll Painted PROVIDE CORNICE BOARD 14' DEEP THAT EXTENDS 4' BEYOND se doors Sherwin Williams SW7010 White Duck (seml-gloss) WINDOW FABRIC TO MATCH CUBICLE CURTAIN. Code: CR Manf: Hunter Douglas Roller Shades 4'-0'to top o.f.f.In corridors Fabric: Morocco 3'-6' to top a.f.f. In patient rooms Color. Light Cream UV Blockage: 1007 Content: Fiberglass Vinyl Laminate Fire Rating: NFPA 701-99 Location: See Plan SS-523 Code: W T -1 11/16" x 3-1/2" PLASTIC LAMINATE Cabinets Manf: Color: Supplier: Location: Code: SOLID SURFACE Countertop Manf: Color: Supplier: Location: Sink A1131 Pearl Code: SHOWER WALLS Manufacturer: Pattern: Color: Size. - Grout: Installation: Code: Wilsonort Amber Cherry 7919K-78 Contractor See Plan PL-1 uar°ry Bisque 88725 Contractor See Plan SS-1 CUBICLE CURTAIN MEDLINE INDUSTRUES HOOKLESS TRACK AND CURTAINS FABRIC Cublcle Curtain Monf: Momentum Pattern: Habitat Color.. Lakeshore Floor Clearance: IO' AFF Fullness: Minimum 207 Repeat: 18 1/8'L,18 3/4' W Mesh: Min of 20' at top of curtain meetlna Mesh Color: Bottom & side hems: Labels: Supplier: Crossville Ceramics Location: Color Blox EC Code: 1101 Sandbox 12x24 Storquartz Quartz Lock 224 Mushroom 1/8' joints Straight Lay to ceiling T-1 0Refinish Existing Showers Refinish Existing Wood doors to match IPC Honey Nut 3 Refinish existing laminate doors to match IPC Honey Nut FPLA guidelines Bone 1/2' " 50 nylon Double -folded 11/2' & sewn w/a double needle lock such Care & location labels sewn into the reverse side of the right hem approx.6' Above the bottom hem. Label to Include size and location In Indelible Ink. Contractor See Finish Plan CD-24 DOMINION Project No. 13051.00 --k 512812014 2:04:42 PM """\cd\A6.1 wall flnishes.dgn A6,01 Q2014 BH/PK Architects, Inc. `1 0 0 .r. a� 00 4 -- CD 4 . q1 sa L a� a E Q) 9� 2 a- C7 n x0 z J x z J z z... 2 N m I 0 <C i m 0 CL m U) a� N LL I N 0 -4r 0 -r 0 J PLUMBING FIXTURE SCHEDULE WC-1 FLOOR MOUNTED ACCESSIBLE WATER CLOSET W/BEDPAN WASHER VITREOUS CHINA, 1.6 GALLON, FLOOR MOUNTED, SIPHON JET, ELONGATED CLOSET BOWL WITH INTEGRAL BEDPAN LUGS, 1-1/2 INCH TOP SPUD. 1.6 GALLON, CHROME PLATED FLUSH VALVE(EXPOSED), METAL OSCILLATING NON -HOLD OPEN HANDLE, 1-INCH I.P.S. SCREW DRIVER ANGLE STOP WITH PROTECTIVE CAP, ADJUSTABLE TAILPIECE, VACUUM BREAKER FLUSH CONNECTION AND SPUD COUPLING FOR 1-1/2" TOP SPUD, WALL AND SPUD FLANGES, SOLID RING PIPE SUPPORT, BEDPAN WASHER DIVERTER ASSEMBLY WITH WALL SUPPORT, PROVIDE OFFSET TO AVOID GRAB BAR, MOUNT FLUSH VALVE HANDLE MAX 44" A.F.F.. CONTOURED SEAT SHALL BE EXTRA HEAVY SOLID PLASTIC WITH OPEN FRONT LESS COVER. SEAT SHALL INCLUDE STAINLESS STEEL SELF SUSTAINING CHECK HINGE FEATURE. BASIS OF DESIGN CHINA - AMERICAN STANDARD - 3043.156 FLUSH VALVE - SLOAN ROYAL SLIMLINE BPW-1150-1.6 SEAT - BEMIS - 1655--SS/C INTEGRAL COUNTER LAVATORY LAVATORY BOWL PROVIDED AS INTEGRAL PART OF COUNTERTOP BY ARCHITECTURAL, COORDINATE DRAIN CONNECTION AND FAUCET HOLE FOR THREE HOLE INSTALLATION. 8 WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, WITH RIGID GOOSENECK SPOUT AND MAX. 2 GPM FLOW REGULATOR, VANDAL RESISTANT 4-INCH WRIST BLADE HANDLES WITH COLOR CODED INDEXES AND RENEWABLE SEATS IN MONEL. OUTLET OF SPOUT TO BE MINIMUM OF 5 INCHES ABOVE RIM OF FIXTURE. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1 /4" O.D. TAILPIECE, CHROME PLATED 17 GAUGE 1-1 /4" X 1-1/2" BRASS P-TRAP WITH CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. BOWL - INTEGRAL WITH COUNTERTOP FAUCET - CHICAGO - 785-E29VP FAUCET - CHICAGO - 582-4-E29VP STRAINER/TRAP - MCGUIRE - 155A/PW 2150 SUPPLIES - MCGUIRE - H170LK 1 INTEGRAL COUNTER SINK SINK BOWL PROVIDED AS INTEGRAL PART OF COUNTERTOP BY ARCHITECTURAL, COORDINATE DRAIN CONNECTION AND FAUCET HOLE FOR THREE HOLE INSTALLATION. 8" WIDESPREAD COMBINATION CHROME PLATED BRASS FAUCET, WITH RIGID GOOSENECK SPOUT AND MAX. 2 GPM FLOW REGULATOR, VANDAL RESISTANT 4-INCH WRIST BLADE HANDLES WITH COLOR CODED INDEXES AND RENEWABLE SEATS IN MONEL. OUTLET OF SPOUT TO BE MINIMUM OF 5 INCHES ABOVE RIM OF FIXTURE. CHROME PLATED CAST BRASS GRID STRAINER WITH 1-1/4" O.D. TAILPIECE, CHROME PLATED 17 GAUGE 1-1/4" X 1-1/2" BRASS P-TRAP WITH CLEANOUT PLUG AND SLIP NUTS. PROVIDE P-TRAP AND TAILPIECE WITH PREWRAPPED SEAMLESS MOLDED CLOSED CELL VINYL INSULATION WITH FLEXIBLE COLLARS TO ALLOW PIPE CONNECTION. PRE -WRAPPED DRAIN INSULATION KIT SHALL INCLUDE HOT AND COLD ANGLE STOP AND WATER SUPPLY COVERS OF SAME MATERIAL. 3/8 INCH I.P.S. CHROME PLATED ANGLE SUPPLY, LOOSE KEY STOP, REDUCER, WROUGHT BRASS DEEP BELL FLANGE ESCUTCHEON AND 1/2" CHROME PLATED COPPER EXTENSION TUBE. BASIS OF DESIGN BOWL - INTEGRAL WITH COUNTERTOP FAUCET - CHICAGO - 785-E29VP FAUCET - CHICAGO - 582-4-E29VP STRAINER/TRAP - MCGUIRE - 155A/PW 2150 SUPPLIES - MCGUIRE - H170LK 1.00 - GENERAL PROVISIONS S 1 ACCESSIBLE SHOWER VALVE W/DIVERTER AND DRAIN ANTI -SCALD BALANCED PRESSURE CONCEALED SHOWER VALVE WITH STAINLESS STEEL BALANCING PISTON, VOLUME CONTROL, INTEGRAL SERVICE STOPS, INTEGRAL BI-METAL THERMOMETER WITH STAINLESS STEEL COMPONENTS MOUNTED IN SHATTERPROOF CASE AND ALL METAL CHROME PLATED TRIM. HAND SPRAY UNIT ON 30" WALL MOUNTED ADJUSTING BAR, FLEXIBLE METAL HOSE WITH WALL CONNECTION AND INTEGRAL IN -LINE VACUUM BREAKER. SHOWER HEAD WITH MAX. 2.5 GPM FLOW REGULATOR CHROME PLATED BRASS DIVERTER AND FIXED ADJUSTABLE SHOWER HEAD WITH FLANGE AND ARM, ALL TRIM SHALL BE COPPER NICKEL CHROME PLATED. COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH 6" ROUND TOP, NICKEL BRONZE STRAINER. BASIS OF DESIGN VALVE AND SHOWER HEAD SYSTEM - SYMMONS - 1-117VT-FS-B30 SHOWER STALL DRAIN - ZURN Z-415 5H-2 ACCESSIBLE SHOWER VALVE W/DIVERTER ANTI -SCALD BALANCED PRESSURE CONCEALED SHOWER VALVE WITH STAINLESS STEEL BALANCING PISTON, VOLUME CONTROL, INTEGRAL SERVICE STOPS, INTEGRAL BI-METAL THERMOMETER WITH STAINLESS STEEL COMPONENTS MOUNTED IN SHATTERPROOF CASE AND ALL METAL CHROME PLATED TRIM. HAND SPRAY UNIT ON 30" WALL MOUNTED ADJUSTING BAR, FLEXIBLE METAL HOSE WITH WALL CONNECTION AND INTEGRAL IN -LINE VACUUM BREAKER. SHOWER HEAD WITH MAX. 2.5 GPM FLOW REGULATOR CHROME PLATED BRASS DIVERTER AND FIXED ADJUSTABLE SHOWER HEAD WITH FLANGE AND ARM, ALL TRIM SHALL BE COPPER NICKEL CHROME PLATED. BASIS OF DESIGN VALVE AND SHOWER HEAD SYSTEM - SYMMONS - 1-117VT-FS-830 GO MEDICAL GAS WALL OUTLET THE QUICK CONNECT RECESSED OUTLETS SHALL BE SUITABLE FOR THE SERVICES LISTED BELOW. OUTLETS SHALL CONSIST OF A ROUGHING IN ASSEMBLY AND A FINISHED ASSEMBLY. THE ROUGHING IN ASSEMBLY SHALL CONSIST OF A DIE-CAST BACK PLATE WITH MOUNTING FLANGES ON ALL FOUR SIDES, A RAISED PLASTER STRIKE, AND A NON - REMOVABLE POSITIVE PIN -KEYING ARRANGEMENT FOR EACH SPECIFIC GAS SERVICE. IDENTIFICATION OF EACH GAS SERVICE SHALL BE PERMANENTLY CAST INTO THE BACK PLATE AND CAN BE READ THROUGH A TRANSPARENT PLASTIC PLASTER GUARD. MOUNTED TO THE BACK PLATE IS A FULLY ASSEMBLED BRASS SECONDARY CHECK THAT IS COMPLETELY SERVICEABLE FROM THE FRONT. THE CHECK PREVENTS A GAS FLOW WHEN THE FINISHING ASSEMBLY IS REMOVED FOR MAINTENANCE OR SERVICE. THE SECONDARY CHECK VALVE INCLUDES 7-INCHES OF 3/8-INCH O.D. TYPE K COPPER INLET TUBE WITH A LABEL IDENTIFYING THE SPECIFIC GAS BY NAME AND COLOR AND A PLASTIC DUST CAP. ROTATION OF THE INLET TUBE SHALL ALLOW GAS CONNECTION FROM THE TOP. THE FINISH ASSEMBLY SHALL CONSIST OF A STAINLESS STEEL FINISH PLATE, A DIE-CAST CHROME PLATED COVER PLATE, A MACHINED BRASS HOUSING FOR THE PRIMARY CHECK VALVE, THE SECONDARY CHECK VALVE, AND POSITIVE PIN -KEYING DEVICES TO PREVENT ACCIDENTAL INSTALLATION INTO A ROUGHING -IN ASSEMBLY OF A DISSIMILAR GAS. THE FINISHING ASSEMBLY SHALL INCORPORATE A DOUBLE SEAL WHICH AUTOMATICALLY ENGAGES WHEN A HOSE ADAPTER OR PATIENT TREATMENT DEVICE IS REMOVED FROM THE OUTLET. THE FINISHING ASSEMBLY SHALL BE DESIGNED IN ACCORDANCE WITH CGA V-5 STANDARD FOR DIAMETER INDEX SAFETY SYSTEM, THE EXPOSED PORTION OF QUICK CONNECT OUTLET CONNECTION SHALL BE POLISHED CHROME PLATE. GAS SERVICE COMPLETE ASSEMBLY BASIS OF DESIGN AMICO (CHEMETRON COMPATIBLE) OXYGEN - O-CHWAL-U-OXY - O-CHWAL-U-AIR VACUUM - 0-CHWAL-U-VAC VACUUM SLIDE - O-WALSLIDE NITROUS OXIDE - O-CHWAL-U-N20 NITROGEN - O-DISWAL-E-NIT PLUMBING SPECIFICATIONS 1.1 PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE AND PROPERLY OPERATING PLUMBING SYSTEM. 1.2 CODES AND STANDARDS: ALL PLUMBING WORK SHALL BE IN STRICT COMPLIANCE WITH THE 2010 FLORIDA BUILDING CODE, PLUMBING AND ALL LOCAL CODES HAVING JURISDICTION. 1.3 ALL PLUMBING WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 1.4 CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND FEES, ETC., REQUIRED FOR THE EXECUTION OF THIS WORK. 1.5 CONTRACTOR SHALL COORDINATE HIS WORK WITH ALL OTHER TRADES BEFORE FABRICATION OR INSTALLATION. OFFSETS AND/OR TRANSITIONS REQUIRED SHALL BE PROVIDED WITHOUT ADDITIONAL COST. CONTRACTOR SHALL COORDINATE AND INSTALL HIS WORK IN A TIMELY MANNER TO PREVENT DELAYS IN THE CONSTRUCTION. 1.6 CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR OR REPLACE DAMAGED EQUIPMENT AND/OR MATERIAL. 1.7 PROVIDE ALL MATERIALS REQUIRED TO PROPERLY SUPPORT ALL PIPING AND EQUIPMENT. PIPE HANGERS SHALL BE ADJUSTABLE TYPE AND BE SPACED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, PLUMBING PROVIDED PLASTIC COATED RING ON HANGERS FOR COPPER PIPING TO PROVIDE DIELECTRIC ISOLATION. 1.8 PROVIDE DIELECTRIC UNIONS OR FLANGES BETWEEN COPPER AND STEEL PIPING AND BETWEEN BRASSWARE AND STEEL. DO NOT USE STEEL AND COPPER PIPING IN THE SAME SYSTEM WITHOUT SUCH ISOLATION. 1.9 PROVIDE REDUCING FITTINGS (REDUCING BUSHINGS SHALL NOT BE USED) WHERE CHANGES IN PIPE SIZES OCCUR. 1.10 THIS CONTRACTOR SHALL SUPPLY AND INSTALL ALL SERVICES THROUGHOUT THE BUILDING AND MAKE CONNECTION TO SITE UTILITIES APPROXIMATELY 5' On OUTSIDE THE BUILDING. CONTRACTOR SHALL SUPPLY AND INSTALL FIXTURES, FITTINGS, VALVING AND TRIM AND MAKE READY FOR USE ALL FIXTURES, EQUIPMENT, ETC. 1.11 SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 2.00 - BASIC MATERIALS AND METHODS 2.1 ABOVEGROUND WATER PIPE AND FITTINGS - TYPE "L" COPPER, HARD DRAWN. 2.2 PROVIDE UNIONS OR FLANGES IN ALL DOMESTIC WATER SERVICE LINES AT EACH PIECE OF EQUIPMENT, SPECIALTY VALVES OR AT OTHER LOCATIONS REQUIRED FOR READY DISCONNECT. 2.3 WATER HAMMER ARRESTORS SHALL BE INSTALLED AT THE LOCATIONS ON THE PLANS AND IN ACCORDANCE WITH PDI STANDARD WH-201. PRODUCTS SHALL BE EQUAL TO THOSE MANUFACTURED BY PRECISION PLUMBING PRODUCTS OR SIOUX CHIEF. 2.4 VALVES: PROVIDE VALVES TO ISOLATE EACH RISER, BRANCH LINE AND PIECE OF EQUIPMENT. 2.5 PROVIDE PRESSURE REDUCING VALVE AND AIR GAP CONNECTION AT DISHWASHER AS REQUIRED BY CODE AND ACCORDING TO MANUFACTURER. 2.6 ABOVEGROUND SANITARY WASTE, SANITARY VENT AND STORM PIPING - SERVICE WEIGHT CAST IRON WITH NO -HUB COUPLINGS - ("HUSKEY 4000" OR "CLAMPALL" ONLY). 2.7 ABOVEGROUND SANITARY WASTE ARMS - SERVICE WEIGHT CAST IRON WITH NO -HUB COUPLINGS OR DWV COPPER. 2.8 INSTALL GRAVITY LINES SLOPED AT 1/8" PER FOOT FOR PIPE 3" AND LARGER AND 1/4" PER FOOT FOR PIPE SMALLER THAT 3". VERIFY INVERT ELEVATION WITH SITE PIPING PRIOR TO ANY PIPE BEING INSTALLED. 3.00 - PLUMBING FIXTURES AND TRIM 3.1 ALL PLUMBING FIXTURES SHALL BE "FIRST QUALITY" AS DEFINED AND SET FORTH IN COMMERCIAL STANDARD CS77-28 AS PROMULGATED BY THE U.S. DEPARTMENT OF COMMERCE. 3.2 ALL FIXTURES ARE TO BE WHITE VITREOUS CHINA UNLESS OTHERWISE SPECIFICALLY NOTED. 3.3 FIXTURES AND FITTINGS PROPOSED SHALL BE FROM ONE MANUFACTURER AND OF SIMILAR CHARACTER IN ANY ROOM OR LOCATION. ESCUTCHEONS, HANDLES, ETC., ON THE DIFFERENT FIXTURES SHALL BE OF THE SAME DESIGN, 3.4 PROVIDE FIXTURE CARRIERS AS RECOMMENDED BY FIXTURE MANUFACTURER AND/OR CONSTRUCTION METHOD. 3.5 PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON -ACCESSIBLE CEILINGS. REFER TO ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 3.6 FLOOR DRAIN TRAP SEALS SHALL HAVE AN APPROVED AUTOMATIC PRIMING DEVICE DESIGNED FOR THAT PURPOSE. 3.7 ALL CONCEALED TRAPS, PRIMERS, VALVES, CLEANOUTS, ETC. LOCATED IN TILED AREAS SHALL BE PROVIDED WITH AN ACCESS PANEL. 4.00 - INSULATION 4.1 ABOVE GROUND HOT WATER - FIBERGLASS, 1" THICKNESS, ASJ JACKET, DOUBLE SEALING LAP JOINT, 0.24 K AT 75"F. INSULATION AND ADHESIVES INSTALLED IN RETURN AIR PLENUMS SHALL HAVE A MAXIMUM FLAME SPREAD RATING OF 25 AND A MAXIMUM SMOKE DEVELOPED RATING OF 50. 5.00 - VALVES AND COCKS 5.1 VALVES 2" AND SMALLER SHALL BE BALL VALVES, 150 PSI SWP, 400 PSI WOG. STANDARD PORT BALL, BRONZE TRIM, CAST BRONZE BODY, CHROMIUM -PLATED BRASS BALL, BRONZE NON -BLOWOUT STEM, TEFLON SEAT, DOUBLE O-RING STEM SEALS, ZINC -COATED STEEL HANDLE WITH PLASTIC COATED HAND GRIP, 90 DEGREE OPERATION FROM FULL OPEN TO TIGHT SHUT-OFF - STOCKHAM S214-BR-T T, STOCKHAM S216-BR-T-S OR EQUAL. 5.2 CHECK VALVES, ROUGH BRASS, REGRINDING BRONZE DISC - STOCKHAM B-345; B-309 OR EQUAL. 6.00 - STERILIZATION 6.1 DOMESTIC WATER PIPING SHALL BE THOROUGHLY FLUSHED OUT AND STERILIZED IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, PLUMBING. PLUMBING SYMBOL LEGEND _-��- SYMBOL --_ DESCRIPTION AV ACID VENT AW - ACID WASTE ----AW---- - BELOW GROUND ACID WASTE CD - ABOVE GROUND CONDENSATE DRAIN ----- CD---- - BELOW GROUND CONDENSATE DRAIN CA - COMPRESSED AIR - DOMESTIC COLD WATER G GR ST ---- ST ----- STO ---- STO --- M C01 COI co FD 1113FD SC - (0) FS W ppG mc- wTw rC 11, C = AP-XX 1Q-XX 11'1 r -,1 '11 MGV-XX zi - DOMESTIC HOT WATER - DOMESTIC HOT WATER RECIRCULATING - GAS - KITCHEN WASTE (GREASE) - ABOVE GROUND SANITARY - BELOW GROUND SANITARY - SANITARY VENT - EXISTING PIPING TO BE REMOVED - ABOVE GROUND STORM - BELOW GROUND STORM - OVERFLOW STORM DRAIN - BELOW GROUND OVERFLOW STORM - WATER METER - HOSE BIBB OR WALL HYDRANT - CLEAN OUT PLUG - WALL CLEANOUT - FLOOR CLEAN OUT - FLOOR DRAIN - ROOF DRAIN - FLOOR SINK - SHUT-OFF VALVE IN VALVE BOX - SHUTOFF VALVE - BALL VALVE - CALIBRATED BALANCING VALVE - CHECK VALVE (SWING) - PRESSURE REDUCING VALVE - SOLENOID OPERATED VALVE - REDUCED PRESSURE BACKFLOW PREVENTER - RELIEF OR SAFETY VALVE - GAS COCK GAS PRESSURE REGULATOR - SHUTOFF VALVE ON RISER - GAS COCK ON RISER - CONNECTION, TOP - CONNECTION, BOTTOM - ELBOW, TURNED DOWN - ELBOW, TURNED UP - TEE, TURNED UP - TEE, TURNED DOWN - CAP - DIRECTION OF FLOW - ALARM PANEL - MEDICAL GAS OUTLET - MEDICAL GAS VALVE BOX - CONNECT TO EXISTING - DEMOLISH TO POINT INDICATED - REVISION REFERENCE - DETAIL REFERENCE: TOP -DETAIL#, BOTTOM -DRAWING# SHOWN ON PLUMBING ABBREVIATIONS SYMBOL DESCRIPTION AFF - ABOVE FINISH FLOOR AW - ACID WASTE AV - ACID VENT CA - COMPRESSED AIR CD - CONDENSATE DRAIN CFH - CUBIC FEET PER HOUR CO - CLEANOUT CONT - CONTINUATION DCW - DOMESTIC COLD WATER DHW - DOMESTIC HOT WATER SUPPLY DHR - DOMESTIC HOT WATER RECIRCULATING DN - DOWN DS - DOWNSPOUT DWG - DRAWING EXIST - EXISTING 'F - DEGREE FAHRENHEIT FCO - FLOOR CLEANOUT FD - FLOOR DRAIN FS - FLOOR SINK G - GAS GPH - GALLONS PER HOUR GPM - GALLONS PER MINUTE GR - KITCHEN WASTE (GREASE) HB - HOSE BIBB HD - HUB DRAIN IE - INVERT ELEVATION IW - INDIRECT WASTE KW - KILOWATT LBS - POUNDS MH - MANHOLE NC - NORMALLY CLOSED NIC - NOT IN CONTRACT NO - NORMALLY OPEN NTS - NOT TO SCALE OD - OUTSIDE DIAMETER PRV - PRESSURE REDUCING VALVE PSI - POUNDS PER SQUARE INCH PVC - POLYVINYL CHLORIDE PIPE RD - ROOF DRAIN RPBP - REDUCED PRESSURE BACKFLOW PREVENTOR SAN - SANITARY SD - STORM DRAIN SF - SQUARE FEET SH - SHEET ST - STORM STO - OVERFLOW STORM DRAIN V - VENT VAC - VACUUM VTR - VENT THRU ROOF WCO - WALL CLEANOUT WTR - WATER PLUMBING REPORTS/ CERTIFICATIONS SYSTEM CHECKS TO BE COMPLETED PRIOR AND _DURING AHCA SURVEY MEDICAL GAS SYSTEMS TEST FOR THE RENOVATED ZONES. REQUIRED REPORTS AND CERTIFICATIONS - MEDICAL GAS CERTIFICATION FOR THE RENOVATED ZONES. - WATER PURIFICATION CERTIFICATE FOR THE RENOVATED AREA. ii A FLORIDA BUILDING CODE 2010 EDITION FLORIDA FIRE PREVENTION CODE 2010 EDITION FLORIDA ADMINISTRATION CODE 61G15 FAC NFPA 13, 2007 EDITION NFPA 14, 2007 EDITION NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT INSULATED PIPE HANGER No Scab PIPE HANGER (SEE SPECS.) SHEETMETAL _E W/FLARED 1 GENERAL NOTES 1. REFERENCE THE SPECIFICATIONS FOR MATERIAL AND EQUIPMENT INSTALLATION STANDARDS. 2. THE PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE AND LOCAL CODES. 3. UTILITIES AND SERVICES INDICATED ARE TAKEN FROM VARIOUS OLD AND NEW SURVEYS, AS -BUILT RECORDS AND FIELD INVESTIGATIONS. UNFORSEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND BURIAL DEPTHS, AS DETERMINED DURING CONSTRUCTION, WILL BE NECESSARY. 4. FIELD VERIFY EXISTING INSTALLATIONS. MODIFY EXISTING PLUMBING SYSTEMS, WHICH ARE TO REMAIN ACTIVE, TO FACILITATE RECONNECTION AND EXTENSION OF THE NEW WORK, 5. NOTIFY OWNER AT LEAST 24 HOURS PRIOR TO INTERRUPTING EXISTING SERVICE. SCHEDULE DISCONNECTION AND TIE-INS TO MINIMIZE DISRUPTION OF SERVICES. SERVICES ARE NOT TO BE LEFT DISRUPTED DURING NON -NORMAL CONTRACTOR WORKING HOURS. 6. PLANS ARE NOT COMPLETELY TO SCALE. PIPE ROUTING SHOWN IS SCHEMATIC AND IS NOT INTENDED TO INDICATE EXACT ROUTING. CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES. VERIFY STRUCTURAL, MECHANICAL AND ELECTRICAL INSTALLATIONS AND OTHER POTENTIAL OBSTRUCTIONS AND ROUTE PIPING TO AVOID INTERFERENCES. 7. CONCEAL PIPING ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT IN MECHANICAL ROOMS OR AS SPECIFICALLY NOTED. 8. PROVIDE ACCESS PANELS FOR ALL VALVES CONCEALED IN WALLS OR ABOVE NON -ACCESSIBLE CEILINGS. 9. SLEEVE AND/OR FIRESTOP ALL PENETRATIONS THROUGH RATED WALLS, CEILINGS, AND FLOORS WITH U/L LISTED ASSEMBLIES. FIRESTOP ASSEMBLIES SHALL BE EQUAL TO OR EXCEED THE RATING OF THE WALL, CEILING OR FLOOR. SEE ARCHITECTURAL DRAWINGS FOR FINAL FINISHES. 10. WHEN BEAM SLEEVE PENETRATIONS ARE NECESSARY, COORDINATE PENETRATIONS WITH ALL TRADES, THE ARCHITECT AND THE STRUCTURAL ENGINEER. 11. PROVIDE FOUNDATION PAD PENETRATION SLEEVES. ALLOW 1" MINIMUM CLEARANCE BETWEEN SLEEVE INSIDE SURFACE AND PIPE EXTERIOR. 12. SEE ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 13, PROVIDE AUTOMATIC TRAP PRIMERS FOR FLOOR DRAIN TRAP SEALS. 14. PROVIDE AN AIR GAP, WHEN REQUIRED BY CODE, SERVING INDIVIDUAL FIXTURES, DEVICES, APPLIANCES AND APPARATUS. 15. ALL EXPOSED PIPE AND FITTINGS IN FINISHED AREAS SHALL BE CHROME PLATED. 16. PROVIDE CLEANOUTS IN ACCORDANCE WITH ALL STATE AND LOCAL CODES. INSTALL CLEANOUT WITH COVER FLUSH TO FINISH SURFACE. 17. COORDINATE EXACT FLOOR DRAIN LOCATIONS WITH ARCHITECTURAL DRAWINGS. SET FLOOR DRAINS BELOW FINISHED FLOOR TO ALLOW FOR FLOOR SLOPING TO THE DRAIN. 18. COORDINATE PIPING WITH ALL ELECTRICAL EQUIPMENT (PANELS, TRANSFORMERS, ETC.) PRIOR TO ANY INSTALLATION. DO NOT ROUTE ANY PIPING OVER ANY ELECTRICAL PANELS UNDER ANY CIRCUMSTANCES. ANY PIPING RUN OVER PANELS SHALL BE RE-ROUTED AT NO ADDITIONAL COST. 19. ALL WALL MOUNTED LAVATORIES SHALL BE ATTACHED TO FLOOR MOUNTED CARRIER DESIGNED TO WITHSTAND A VERTICAL LOAD OF 250 POUNDS ON THE FRONT OF THE FIXTURE. 20. PROVIDE SANITARY WASTE, VENT, DOMESTIC WATER, ETC. ROUGH -IN AND MAKE FINAL CONNECTIONS (TO INCLUDE PROVIDING ALL NECESSARY RELATED STOPS, VALVES, TRAPS, ETC. AND MAKE READY FOR USE) TO ALL EQUIPMENT, WHETHER FURNISHED BY THIS CONTRACTOR OR FURNISHED BY OTHERS. 24. PROVIDE CERTIFIED COPY OF MEDICAL GAS TEST REPORT AT FINAL A.H.C.A. INSPECTION. PLUMBING DRAWING INDEX SHEET DESCRIPTION ISSUED PO.1 PLUMBING NOTES, SCHEDULES, AND DETAILS YES P1.0 PLUMBING DEMOLITION PLAN YES P1.1 PLUMBING RENOVATION PLAN YES TYPICAL PIPING INSULATION DO NOT CRUSH TYPICAL GALVANIZED SHEET METAL SADDLE. REFER TO SPECIFICATIONS - TYPICAL 12 GAUGE CHANNEL STRUT WITH SLOTS TYPICAL DOUBLE NUT WITH SINGLE WASHER. TYPICAL BOTH SIDES OF STRUT TYPICAL ALL -THREAD CONTINUOUS, ONE PIECE HANGER ROD. COUPLING OF RODS IS NOT PERMITTED - TYPICAL STRUT MOUNTED PIPE STRAP NOTE: LENGTH AS REQUIRED BY NUMBER OF PIPES AND SIZES REQUIRED NOTE: 1. REFER TO SPECIFICATIONS AND FLOOR PLANS FOR MATERIAL AND SIZES 2. SPECIFIED HANGER ROD, STRUT, NUTS, WASHER, AND PIPE STRAPS SHALL B]OF GALVANIZED PLATED MATERIALS 2 No Scale HANGER 500 N. Westshore Blvd. Suite 435 Tampa, Florida 33609 Phone: 813-637-0110 ENGINEERING Fax: 813-637-0013 FOR ARCHITECTURE WWW.tic-engineers.com ® Copyright 2014 TLC Engineering for Architecture, Inc. COA 15 TLC NO:714026 s ON, US - ;1� C.i H d] U 0 c� 00 b- U M M © N IT, CJ� r__4 00 �VZ M di b p b � _ U "1 M N A A A Q.7 N 03 4--o . V-4 03 . r..r O 4--t V1 W E-+ C) Q) 03 Project No. 714026 PO* I Q2014 BH/PK Architecta, Inc. `T .- al Q Li am �a 4 M � IQ :2.. Ln 0 N 00 N Un Z Q CL C� 4-- J O Lii L� Ca Z D .YI C� C7 C]. cn a) N L� W LA Q N V iJ CL _0 0 m I v� s Q. N T- LL. I N d U) 0 Q N "II J OX KEYED NOTES - PLUMBING AND MED GAS 1. ZONE CONTROL VALVE BOX TO REMAIN. (1/2"A, 1/2"02, 1/4"V, 1/2"N20) 2. MEDICAL GAS AREA ALARM TO REMAIN. 3. MEDICAL GAS CEILING OUTLETS TO BE REMOVED WITH CEILING. (1-A,1-02,1-V,1-SLIDE,1-N20). REMOVE PIPING BACK TO TAP FROM MAINS AND CAP PIPES. 4. MEDICAL GAS WALL OUTLETS FOR A, 02 & V TO REMAIN FOR REUSE. MEDICAL GAS OUTLET FOR N20 TO BE REMOVED AND DEMOLISHED BACK TO TAP FROM MAIN AS SHOWN. (EXISTING IS 1-A,1-02,1-V,1-SLIDE,1-N20) 5. MEDICAL GAS MAINS IN CORRIDOR TO REMAIN. 6. SCRUB SINKS TO BE REMOVED AND TURNED OVER TO OWNER, CAP AND SEAL EXISTING SANITARY AND WATER PENETRATIONS THROUGH WALL, FLUSH WITH WALL. RISERS IN WALL TO REMAIN OPERATIONAL. 7. DEMOLISH EXISTING SANITARY IN FIRST FLOOR CEILING AND VENT PIPING BACK IN SECOND FLOOR CEILING, BACK TO TAP FROM MAIN. PRESERVE WATER PIPING FOR REUSE DURING RENOVATION. 8. REMOVE DOUBLE COMPARTMENT SINK AND TURN OVER TO OWNER. MAINTAIN ROUGH -IN FOR CONNECTION TO NEW, 9. REMOVE CLINICAL SINK AND TURN OVER TO OWNER. CAP AND SEAL EXISTING SANITARY AND WATER PIPING BEHIND WALL. 10. 1 1/4"CW AND 1 "HW BRANCHES WITH SHUT OFF VALVE. 11. REMOVE SINK AND PRESERVE SANITARY AND WATER PIPING FOR REUSE DURING RENOVATION. 12. REMOVE SHOWER/TUB AND PRESERVE SANITARY AND WATER PIPING FOR REUSE DURING RENOVATION. 13. PLUMBING FIXTURE TO REMAIN AS INSTALLED. 14. REMOVE SINK AND TURN OVER TO OWNER. CAP AND SEAL EXISTING SANITARY AND WATER PIPING BEHIND WALL. 15. DEMOLISH 2" SANITARY PIPING IN FIRST FLOOR CEILING SPACE AND MAINTAIN 2" VENT IN SECOND FLOOR CEILING SPACE FOR CONNECTION TO NEW. 16. REMOVE SHOWER DIVERTER VALVE AND SHOWER HEAD. PRESERVE PIPING FOR REUSE DURING RENOVATION. 17. REMOVE N20 PIPING BACK TO AREA ZONE VALVES. PIPING MAY BE CAPPED ABOVE THE CEILING WHERE SHOWN. REMOVE THE EXISTING PRESSURE GAUGE AND VALVE HANDLE IN THE EXISTING ZONE VALVE BOX FOR N20. SCALE: 1/8" = 1'-O" .7 C.) h cJ] U Q.) U d) v, • � 000 U o, 0 N c) MM••+�.-�1 ap w c� 0 ai CAwa'�� 4 .n V ~ U Ga N O s-. I# fa ♦ tr�, N Cd ^4-� C) Cd �I 0 (ri a N • r-1 1� • r--4 W Q.7 03 Project No. p le 714026 0 02014 BH/PK Architects, Inc. as •w cu i O at g, tIm se 0 0 N 00 N a LO G(. �.J z 0 <c 0 z w cc (1) z CD CL v 0 W a / U CL m Cn 0 o: O KEYED NOTES - PLUMBING AND MED GAS 1. EXISTING ZONE CONTROL VALVE BOX. (1/2"A 1/2"02, W'V, 1/2„1420) 2. EXISTING MED GAS AREA ALARM. 3. EXTEND AND CONNECT 2" SANITARY FROM BELOW TO NEW SHOWER CONNECTION AS SHOWN. REUSE EXISTING CW AND HW PIPING IN WALL FOR CONNECTION TO SHOWER, 4. EXTEND FROM EXISTING STUBS AND DROP PIPING IN WALL. PROVIDE NEW WALL OUTLETS. (1-A,1-V) 5. EXISTING MED GAS MAINS IN CORRIDOR. 6. 11/4"CW AND 1 "HW BRANCHES WITH SHUT OFF VALVE. 7. CONNECT TO EXISTING SANITARY AND WATER PIPING IN THIS AREA WITH NEW P-TRAP, STOPS AND SUPPLIES. 8. CONNECT TO EXISTING SANITARY AND WATER PIPING IN THIS AREA WITH NEW P-TRAP, STOPS AND SUPPLIES. ADJUST THE SANITARY CONNECTION AS NEEDED TO ACCOMMODATE THE NEW FIXTURE. 9. EXISTING PLUMBING FIXTURE TO REMAIN AS INSTALLED. 10. EXTEND AND CONNECT NEW 2"SANITARY, 2"VENT, 1/2"CW, & 1/2"HW FROM EXISTING RESTROOM TO NEW SINK LOCATION AS SHOWN. 11. PROVIDE ADDITIONAL WASTE ARM EXTENSION AS NEEDED TO RECONNECT NEW DRAIN AT NEW SLAB PENETRATION, SEAL EXISTING HOLES LEFTOVER FROM EXISTING PENETRATION. COORDINATE FLOOR FINISHES WITH GENERAL CONTRACTOR. 12, PROVIDE NEW SHOWER VALVE AND SHOWER HEAD CONNECTED TO EXISTING PIPING. 13. EXTEND NEW 1/2"A, 1/2"0, AND 3/4"V FROM EXISTING PIPING AND DROP IN WALL. PROVIDE (2) NEW A V-0 WALL OUTLETS TO PROVIDE A TOTAL COUNT INCLUDING EXISTING OF (3-A, 3-V, 3-0) IN THIS AREA. EXISTING VENT PIPING EX.2"VENT I THROUGH ROOF. I NEW 1-1/2" I EXISTING S1 ,�V---- FLOOR PENETRATION EX.2 EXISTING SAN PIPING DROPS TO BELOW SLAB ATYPICAL ISOMETRICS EXTENDS TO ABOVE CEILING AND TERMINATES WITH VENT CEILING SCALE: NONE ONJONA SH-1 2"SAN I EX.2"SAN ADJUST AS NEEDED TO ACCOMMODATE NEW SHOWER DRAIN LOCATION. EXISTING VENT PIPING EXTENDS TO ABOVE EX.2"VENT AND TERMINATES WITH VENT I THROUGH ROOF. I I FLOOR PENETRATIONcon EXISTING SAN PIPING DROPS TO BELOW SLAB �� 2"V 12'v I 1 "� 2'v I I 12v I ~`� WC-1 I L 1 1 I2"V r " 2"V 4" FLOOR PENETRATION �.,, I 2"V I 1 EXISTING SANITARY SEWER BELOW SLAB. SH-1 14" 4" NEW SAN PIPING EXTENDS 2" 1 NEW SAN PIPING EXTENDS BELOW SLAB AND CONNECTS 12'V BELOW SLAB AND CONNECTS TO EXISTING SEWER MAIN. S-1 I TO EXISTING SEWER MAIN. 4" 2" PARTIAL --I-S-OMETRIC - LDR--P #207A Aft,,PLUMBING RENOVATION PLAN SCALE: NONE SCALE: 1 /8" = 1'-0" /zl. � p� d tra° �� s Project No. 714026 ©20I4 BH/PK Architects, Inc. a, w P 0 .r L� i.. 4 � E M ci so o LO r;� LO c.� 00 LO Cn w I`__ o M Ld w c, CD 0 I,.I U z T_ p u) a� c vs W 4 Chi a o < w v M I a� N T_ I co CN V r�. 4 .n 0 CD °d- 0 cl� .1�1 HVAC SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION -CEILING DIFFUSER, ROUND NECK -FIRE DAMPER -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME (CEILING DIFFUSERS ARE 4-WAY THROW UNO) (WITH ACCESS PANEL) -FIRE & SMOKE DAMPER -TERMINAL UNIT, VARIABLE/CONSTANT AIR VOLUME (WITH ACCESS PANEL) WITH ELECTRIC HEAT -ROUND DIFFUSER -�- ' -CEILING RETURN -EXISTING FIRE DAMPER TO REMAIN L. _ J -CEILING EXHAUST -EXISTING FIRE & SMOKE DAMPER TO REMAIN -ELECTRIC DUCT HEATER (W/ PANEL CLEARANCE) -CEILING DIFFUSER, RECTANGULAR OR SQUARE NECK (CEILING DIFFUSERS -MOTOR OPERATED CONTROL DAMPER (MOD) ARE 4-WAY THROW UNO) M L_J -SUPPLY REGISTER OR GRILLE JFM -AIR FLOW MEASURING STATION (� (VERTICAL MOUNT, SIDEWALL)-HYDRONIC REHEAT COIL -RETURN/EXHAUST REGISTER OR GRILLE -MANUAL BALANCING DAMPER (VERTICAL MOUNT, SIDEWALL)Al INLINE CENTRIFUGAL FAN -DOOR GRILLE E---�-JI 1.�---I -REVISION REFERENCE t -DETAIL REFERENCE: TOP -DETAIL , -UP DN # -CHANGE OF ELEVATION M t BOTTOM -DRAWING# SHOWN ON -_ -'"- -- -UNDERCUT DOOR Q -THERMOSTAT/TEMPERATURE SENSOR -FLEXIBLE DUCT Q-HUMIDISTAT/HUMIDITY SENSOR ® -ACCESS DOORS, VERTICAL OR HORIZONTAL -TRANSITION, CONCENTRIC -DUCT SMOKE DETECTOR -STAINLESS STEEL DUCTWORK �--.- -CONNECT TO EXISTING III -FLEXIBLE CONNECTION -TRANSITION, ECCENTRIC -DEMOLISH TO POINT INDICATED Mom--- -MOTORIZED CONTROL DAMPER 12x8 e -FIAT OVAL DUCT 1Ox8 80 -TRANSITION, SQUARE TO ROUND -TEMPERATURE SENSOR r []-- -PRESSURE SENSOR 24x12 -NEW DUCTWORK, FIRST DIMENSION IS SIDE SHOWN /� WW/TURNI GRVANESLBOW -BACKDRAFT DAMPER 2412 -EXISTING DUCTWORK TO REMAIN �O -NEUTRAL RELATIVE PRESSURE----------------4 -RADIUS ELBOW 2402 -EXISTING DUCTWORK TO BE REMOVED 0+ -POSITIVE RELATIVE PRESSURE -2412 0 -NEGATIVE RELATIVE PRESSURE -DUCT ELBOW, POSITIVE PRESSURE (SUPPLY), FIRST DIMENSION INDICATES SIDE TO WHICH ARROW IS POINTING -RECTANGULAR/ROUND BRANCH TAKE -OFF L J - -SHEET NOTE CALLOUT DOWN UP W/IN FLOOR OR ROUND/ROUND BRANCH TAKE -OFF 1Q----- -SHEET NOTE CALLOUT A 1 1 -DUCT ELBOW, EXHAUST �� rr ,_.,„�_._, -SQUARE THROAT TEE - - -SHEET NOTE CALLOUT VII t -DUCT ELBOW, NEGATIVE PRESSURE, RETURN ® -CEILING MOUNTED ACCESS DOOR -DUCT ELBOW UP THROUGH ROOF OR SLAB ABOVE ® -RECTANGULAR DUCT SECTION UP, POSITIVE PRESSURE, 12x8 -RADIUS TEE SUPPLY OR OUTSIDE AIR -RECTANGULAR DUCT SECTION UP, NEGATIVE PRESSURE, RETURN ® -RECTANGULAR DUCT SECTION UP, EXHAUST RECTANGLE -TO- ROUND TAKE -OFF -ROUND DUCT SECTION UP -EXHAUST DUCT UP THROUGH SLAB W/ -STANDARD BRANCH TAKEOFF FAN ON ROOF ABOVE -EXHAUST FAN ON ROOF W/ DUCT DOWN THROUGH ROOF -SPIN-IN TAKE -OFF HVAC PIPING SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION CWS -CONDENSER WATER SUPPLY -FLOW DIRECTION EIT CWR -CONDENSER WATER RETURN -GATE VALVE - P-TRAP CHWS -CHILLED WATER SUPPLY 6 -BALL VALVE -MANUAL VENT CHWR -CHILLED WATER RETURN '`A -CALIBRATING BALANCING VALVE _CD -CONDENSATE 00 -BUTTERFLY VALVE � -PRESSURE GAUGE CR -CONDENSATE RETURN -GAS COCK-�MM�.._.._ -FLOW METER PC -PUMPED CONDENSATE ---------+I -UNION M -WATER METER HWR -HOT WATER RETURN -STRAINER -INLINE PUMP HWS -HOT WATER SUPPLY '�' -CONTROL VALVE -INLINE PUMP HPS -HIGH PRESSURE STEAM SUPPLY-•------C -SOLENOID VALVE L -CAP MPS -MEDIUM PRESSURE STEAM SUPPLY 9" -PSI REG. -CONNECTION, BOTTOM LPS -LOW PRESSURE STEAM SUPPLY -CHECK VALVE I -CONNECTION, TOP HPR -HIGH PRESSURE STEAM RETURN R -FLOW SWITCH -COUPLING MPR -MEDIUM PRESSURE STEAM RETURN -SLOPE DIRECTION (DOWN) -ELBOW, 90' LPR -LOW PRESSURE STEAM RETURN -FLEX CONNECTION �c�---- -ELBOW, 45' ------ RL--- -REFRIGERANT LIQUID -i-• -O.S.&Y. GATE VALVE G -ELBOW, TURNED DOWN RS -REFRIGERANT SUCTION -STEAM TRAP a----r- � -ELBOW, TURNED UP -THREE-WAY CONTROL VALVE Q -TEE, OUTLET DOWN -THERMOMETER -tom- -TEE, OUTLET UP -TWO-WAY CHECK VALVE -45' PIPE RISE (R) / DROP (D) -RELIEF VALVE -PIPE ANCHORS -CONCENTRIC REDUCER -VALVE ON RISER -ECCENTRIC REDUCER DEMOw _}��R T -PIPING DEMOLITION NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT SYMBOL AFD AFF AFR AHU AP BOP BHP BTU CD CT CV AP AT CFM CU DDC DN EAT ESP ETR EWT FCU FD FF FLA FPM GPM KW LAT LWT HVAC ABBREVIATIONS DESCRIPTION SYMBOL DESCRIPTION -ADJUSTABLE FREQUENCY DRIVE -ABOVE FINISHED FLOOR -ABOVE FINISHED ROOF -AIR HANDLING UNIT -ACCESS PANEL -BOTTOM OF PIPE -BRAKE HORSEPOWER -BRITISH THERMAL UNIT -CENTER LINE -CFM (CUBIC FEET PER MINUTE) -CEILING DIFFUSER -COOLING TOWER -CONSTANT AIR VOLUME -CHANGE IN PRESSURE -CHANGE IN TEMPERATURE -CUBIC FEET PER MINUTE -CONDENSING UNIT -DIRECT DIGITAL CONTROLS -DOWN -ENTERING AIR TEMPERATURE -EXTERNAL STATIC PRESSURE -EXISTING TO REMAIN -ENTERING WATER TEMPERATURE -FAN COIL UNIT -FIRE DAMPER -FINAL FILTERS -FULL LOAD AMPS -FEET PER MINUTE -GALLONS PER MINUTE -KILOWATT -LEAVING AIR TEMPERATURE -LEAVING WATER TEMPERATURE LD -LINEAR DIFFUSER MBH -THOUSAND BTUs PER HOUR MCA -MINIMUM CIRCUIT AMPS MOCP -MAXIMUM OVER CURRENT PROTECTION MOD -MOTOR OPERATED CONTROL DAMPER (MOD) NC -NORMALLY CLOSED NO -NORMALLY OPEN NTS --NOT TO SCALE OA -OUTSIDE AIR OAL -OUTSIDE AIR LOUVER PRV -PRESSURE REDUCING VALVE PRS -PRESSURE REDUCING STATION PSI -POUNDS PER SQUARE INCH PSIG -PSI GAUGE PTAC -PACKAGED TERMINAL AIR CONDITIONER PVC -POLYVINYL CHLORIDE PIPE RA -RETURN AIR RHC -REHEAT COIL RHP -ROOFTOP HEAT PUMP RPM -REVOLUTIONS PER MINUTE RS/L -REFRIGERANT SUCTION & LIQUID LINES RTU -ROOFTOP AIR HANDLING UNIT SA -SUPPLY AIR SP -STATIC PRESSURE TSP -TOTAL STATIC PRESSURE UNO -UNLESS NOTED OTHERWISE V/PH -VOLTS/PHASE VAV -VARIABLE AIR VOLUME VFD -VARIABLE FREQUENCY DRIVE MECHANICAL REPORTS/CERTIFICATIONS SYSTEM CHECKS TO BE COMPLETED PRIOR AND DURING AHCA SURVEY - HVAC SYSTEM START-UP/SHUTDOWN FOR ALL EQUIPMENT SERVING THE RENOVATED AREAS. SMOKE DETECTOR SENSITIVITY TEST (SIGNED BY A LICENSED CONTRACTOR) FOR ALL EQUIPMENT SERVING THE RENOVATED AREAS. REQUIRED REPORTS AND CERTIFICATIONS - HVAC PRE -TEST REPORT FOR THE ENTIRE UNITS SERVING THE RENOVATED AREAS PRIOR TO CONSTRUCTION. - HVAC TEST AND BALANCE REPORT FOR THE COMPLETED MECHANICAL SYSTEMS. - PRESSURE DIFFERENTIAL TEST READINGS FOR ALL EXISTING DUCT MOUNTED SMOKE DETECTORS CONNECTED TO THE UNITS SERVING THE RENOVATED AREAS. - SMOKE DETECTOR ACTIVATION/SENSITIVITY TEST, INCLUDING THE RANGE. HVAC DRAWING INDEX SHEET DESCRIPTION ISSUED MO.1 MECHANICAL LEGEND, GENERAL NOTES & SHEET INDEX Yes MO.2 INFECTION CONTROL RISK ASSESMENT Yes M1.0 MECHANICAL DEMOLITION PLAN Yes M1.1 MECHANICAL RENOVATION PLAN Yes M2.0 MECHANICAL DETAILS Yes HVAC GENERAL NOTES 1. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED. 2. DIMENSIONS SHALL BE FIELD -VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST. FOR PROJECTS INVOLVING RENOVATION, COORDINATE NEW WORK WITH EXISTING ELEMENTS SUCH AS THE BUILDING STRUCTURE AND ARCHITECTURAL FEATURES, SPRINKLER PIPING, LIGHTS, PLUMBING, AND ELECTRICAL CONDUIT. 3. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARD. 4. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK. 5, PROVIDE AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS, 6. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED. 7. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS AND EQUIPMENT OF ALL TRADES. 8. LOCATE THERMOSTATS, TEMPERATURE SENSORS, HUMIDISTATS, AND HUMIDITY SENSORS AT 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER EQUIPMENT, FURNITURE, AND DOOR SWINGS. 9. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION -FREE, RIGID INSTALLATION. 10. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. 11. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT. 12. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO SUIT EQUIPMENT FURNISHED. 13. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR MAINTENANCE OF ALL MECHANICAL EQUIPMENT. 14. ALL DUCTWORK AND PIPING IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT. 15. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN, AIR HANDLING UNITS, AND FAN COIL UNITS. 16, INTERRUPTIONS TO EXISTING SERVICES SHALL BE SCHEDULED FOR ALL TIMES NEEDED. SUCH INTERRUPTIONS TO SERVICES SHALL NOT BE MADE WITHOUT THE PRIOR WRITTEN CONSENT OF THE OWNER'S REPRESENTATIVE AND PROPER COORDINATION WITH OTHER TRADES. PRE -WORK SHALL BE PERFORMED TO MAKE THE SHUTDOWN PERIOD AS BRIEF AS POSSIBLE. 17. ALL EQUIPMENT, DUCTWORK, ETC., TO BE REMOVED SHALL REMAIN PROPERTY OF THE OWNER OR DISPOSED OF LEGALLY, AS DIRECTED BY OWNER. 18. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS. 19. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 25-0" CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE LOCATIONS. LOWEST POINT OF EACH OUTSIDE AIR INTAKE ON ROOF SHALL BE A MINIMUM OF 36" ABOVE ROOF. 20. WATER PRESSURE DROPS THROUGH COIL CONTROL VALVES SHALL NOT EXCEED 5 PSI. 21. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE TO THE NEAREST PLUMBING DRAIN. 22. PIPING, DUCTWORK, LEAK PROTECTION APPARATUS, OR OTHER EQUIPMENT FOREIGN TO ELECTRICAL SWITCHBOARDS, PANELBOARDS, DISTRIBUTION BOARDS, OR MOTOR CONTROL CENTERS SHALL NOT BE INSTALLED WITHIN THE REQUIRED SPACE FOR WORKING CLEARANCES OR DEDICATED SPACES OF THE ELECTRICAL EQUIPMENT, EXTENDING IN FRONT OF AND FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE ELECTRICAL EQUIPMENT IN ACCORDANCE WITH NEC-110.26. 23. SLEEVE AND SEAL ALL PIPING PENETRATIONS THROUGH BUILDING PARTITIONS. PROVIDE MANUAL AIR VENTS AT ALL HIGH POINTS IN CHILLED WATER AND HOT WATER PIPING. 24. PROVIDE DUCT SMOKE DETECTOR ACCESS AT THE EXISTING AIR HANDLING UNITS THAT SERVE THE RENOVATED AREA IF MISSING OR INSUFFICIENT. PROVIDE MINIMUM ONE CEILING TILE ACCESS IN FRONT OF DUCT MOUNTED SMOKE DETECTORS AND AS SHOWN ON FLOOR PLAN. DEMOLITION NOTES 1. THE CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL PARTS OF THE BUILDING. ITS APPLICABLE CODES AND STANDARDS I CONTENTS AND OCCUPANTS WHEREVER WORK UNDER THIS CONTRACT IS PERFORMED. FLORIDA BUILDING CODE 2010 EDITION FLORIDA FIRE PREVENTION CODE 2010 EDITION FLORIDA ADMINISTRATION CODE 61G15 FAC FLORIDA GUIDELINES INSTITUTE 2010 EDITION NFPA 13, 2007 EDITION NFPA 14, 2007 EDITION HVAC EQUIPMENT TAGS /-TAG A 200 `-CFM /_AHU NUMBER AH-1 -AIR DISTRIBUTION DEVICE -AIR HANDLING UNIT AHU NUMBER -,\,\," COIL NUMBER HC-1-1 -REHEAT COIL VARIABLE/CONSTANT AIR VOLUME TERMINAL UNITS TERMINAL UNIT TYPE - AHU NUMBER VTU - VARIABLE TERMINAL UNIT CTU -CONSTANT TERMINAL UNIT TERMINAL NUMBER PTU - PARALLEL TERMINAL UNIT VTU -1-1 STU - SERIES TERMINAL UNIT 2. AREA UNDER CONSTRUCTION MUST BE MAINTAINED TO HAVE A NEGATIVE PRESSURE IN RELATION TO ADJACENT SPACES OF A MINIMUM 0.03" WC. TEMPORARY FILTRATION TO BE PROVIDED ON THE RETURN AIR GRILLES OF ANY AREAS THAT ARE WITHIN THE CONSTRUCTION ZONE AND OPERATE DURING PERIODS OF CONSTRUCTION. THESE FILTERS TO BE REMOVED AND ANY PERMANENT FILTERS IN THIS SYSTEM ARE TO BE REPLACED AT THE CONCLUSION OF THIS PROJECT. ALL DUCT AND PIPING OPENINGS IN CONSTRUCTION AREA ARE TO BE SEALED AND PROTECTED DURING DEMOLITION/CONSTRUCTION. 3. DEMOLITION SHALL INCLUDE REMOVAL OF EXISTING BUILDING CONSTRUCTION TO EXTENT REQUIRED TO PERFORM CONSTRUCTION ACTIVITIES INDICATED. 4. THE DEMOLITION PROCEDURES SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, PROTECTION OF PERSONNEL, CAREFUL REMOVAL AND DISPOSITION OF MATERIALS SPECIFIED TO BE SALVAGED, PROTECTION OF PROPERTY TO REMAIN UNDISTURBED, COORDINATION WITH OTHER WORK IN PROGRESS, AND TIMELY DISCONNECTION OF UTILITY SERVICES. 5. EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE, WORK DAMAGED BY THE CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK OR WORK INSTALLED UNDER THIS CONTRACT DEPENDING ON CONTRACT REQUIREMENTS. 6. EXISTING WORK SHALL BE CUT, DRILLED, ALTERED, REMOVED OR TEMPORARILY REMOVED AND REPLACED FOR PERFORMANCE OF WORK UNDER THE CONTRACT. WORK REPLACED SHALL MATCH SIMILAR EXISTING WORK. STRUCTURAL MEMBERS OF CONCRETE OR STRUCTURAL STEEL SHALL NOT BE CUT OR ALTERED, EXCEPT AS SHOWN WITHOUT AUTHORIZATION OF THE OWNER. WORK REMAINING IN PLACE DAMAGED OR DEFACED DURING THIS CONTRACT SHALL BE RESTORED TO THE CONDITION AT TIME OF AWARD OF CONTRACT. CUT, ALTER, REMOVE OR TEMPORARILY REMOVE AND REPLACE EXISTING WORK FOR THE INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL WORK AND OTHER CONSTRUCTION. 7. PROPERLY REMOVE AND DISPOSE OF ALL EXISTING FIXTURES AS REQUIRED TO ACCOMMODATE NEW PLAN. REFER TO THE ARCHITECTURAL DEMOLITION PLANS. CONSULT WITH THE OWNER AND OBTAIN OWNERS APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 8. UNLESS INDICATED OTHERWISE, ALL EXISTING MECHANICAL EQUIPMENT, DUCTWORK, PIPING, WIRING, HANGERS AND SUPPORTS SHALL BE REMOVED BACK TO BELOW SLAB, ABOVE CEILING, OR WITHIN WALL CAVITIES AS INDICATED ON THE DRAWINGS. REFER TO THE ARCHITECTURAL DEMOLITION PLANS. CONSULT WITH THE OWNER AND OBTAIN OWNERS APPROVAL PRIOR TO DISPOSAL OF REMOVED MATERIAL. 9. THE EXISTING EQUIPMENT INDICATED ON THESE DRAWINGS WAS COMPILED FROM ORIGINAL CONSTRUCTION DRAWINGS, 'AS -BUILT" DRAWINGS AND ENGINEERS FIELD OBSERVATIONS. THE EXISTING EQUIPMENT INDICATED REPRESENTS A BEST FAITH EFFORT BY THE ENGINEER TO DEMONSTRATE THE CONDITIONS UNDER WHICH THE WORK IS TO BE EXECUTED. THE CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS TO THE DEGREE AND EXTENT NECESSARY TO PREPARE A PROPER AND ADEQUATE BID FOR THE WORK INDICATED. SUBMISSION OF A BID WILL BE INTERPRETED AS MEANING THE CONTRACTOR HAS REVIEWED EXISTING CONDITIONS AND UNDERSTANDS THE DIFFICULTIES AND CHALLENGES UNDER WHICH THE WORK IS TO BE ACCOMPLISHED. 500 N. Westshore Blvd. Suite 435 Tampa, Florida 33609 Phone: 813-637-0110 ENGINEERING Fax: 813-637-0013 FOR ARCHITECTURE wwwAlc-engineers.com a Copyright 2014 TLC Engineering for Architecture, Inc. COA 15 TLC NO:714026 I 0MO-AMUN U 4-1 Q.� +-i U c A 00 U a, 0 �. M O CA 44 a, cdM�N kn v 00 44 a p b U ER Q 1 Q.7 N V- 4 as A-4 . V-1 Cn GC3 W d UD rU-s CIS U CI:3 Project No. 714026 mo's Q2014 BH/PK Architects, Inc, a w 0o ,- ou :1 to d IQ a� X c� N CL r- 0 4 L0 0 N N uo z w U) w cn cn Q cn CK J 0 m z 0 u z 0 U Ld Ll- z N 0 iE W ai a) U) CL w I a C) i a� U �a m I W v N LL- I Cfi C`J 0 -I- . . 'r W 0 WIN 0 N J INFECTION CONTROL RISK ASSESSMENT OCRA) ALL WORK SHALL CONFORM WITH THE OWNER'S INFECTION CONTROL AND CONSTRUCTION POLICIES, PROCESSES AND OWNER'S PROJECT -SPECIFIC INFECTION CONTROL RISK ASSESSMENT PLAN, ICRA MATRIX IC RISK CONSTRUCTION ACTIVITY TYPE LEVEL TYPE A TYPE B TYPE C TYPE D GROUP 1� CLASS I CLASS II CLASS II CLASS III/IV GROUP 2 CLASS I CLASS II CLASS III CLASS IV GROUP 3 CLASS I CLASS III CLASS III CLASS IV GROUP 4 CLASS III CLASS III/IV CLAS I/IV CLASS IV INFECTION CONTROL RISK LEVELS GROUP 1 GROUP 2 GROUP 3 GROUP 4 LOWEST MEDIUM MEDIUM HIGH HIGHEST OFFICE AREAS ALL PATIENT CARE UNITS EMERGENCY ROOM TRANSPLANT CLINIC CONFERENCE ROOMS WAITING ROOMS* RADIOLOGY AREAS SURGERY SUITES PUBLIC BATHROOMS ROCP RECOVERY ROOMS WAITING ROOMS* LABOR AND DELIVERY LABOR & DELIVERY ORs NURSERIES CARDIAC CATH / ANGIO PEDIATRICS CVICU RIO SURGERY OUTPATIENT UNITS ALL INTENSIVE CARE AREAS DIALYSIS AND TRANSPLANT NUCLEAR MEDICINE ONCOLOGY / BONE MARROW ADMISSION / DISCHARGE AREA CARDIOLOGY PHYSICAL THERAPY TANK AREA HYPERBARIC MEDICINE CAFETERIA ENDOSCOPY ECHOCARDIOGRAPHY PHARMACY ADMIXTURE LABORATORIES PHARMACY * DEPENDENT ON LOCATION CONSTRUCTION ACTIVITY TYPES INSPECTIONS AND NON-INVASIVE ACTIVITIES. INCLUDES, BUT IS NOT LIMITED TO, REMOVAL OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO 1 TYPE A TILE PER 50 SQUARE FEET, PAINTING (BUT NOT SANDING) WALL COVERING, ELECTRICAL TRIM WORK, MINOR PLUMBING, AND ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL INSPECTION. SMALL SCALE, SHORT DURATION ACTIVITIES WHICH CREATE MINIMAL DUST. INCLUDES, BUT IS NOT LIMITED TO, INSTALLATION OF TELEPHONE AND TYPE B COMPUTER CABLING, ACCESS TO CHASE SPACES, CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION CAN BE CONTROLLED. ANY WORK WHICH GENERATES A MODERATE TO HIGH LEVEL OF DUST OR REQUIRES DEMOLITION OR REMOVAL OF ANY FIXED BUILDING COMPONENTS OR ASSEMBLIES. INCLUDES, BUT IS NOT LIMITED TO, SANDING OF WALL FOR PAINTING OR WALL COVERING, REMOVAL OF FLOOR COVERINGS, CEILING TILES TYPE C AND CASEWORK, NEW WALL CONSTRUCTION, MINOR DUCTWORK OR ELECTRICAL WORK ABOVE CEILINGS, MAJOR CABLING ACTIVITIES, AND ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE WORKSHIFT. TYPE D MAJOR DEMOLITION AND CONSTRUCTION PROJECTS. INCLUDES, BUT IS NOT LIMITED TO, ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS, REQUIRE HEAVY DEMOLITION OR REMOVAL OF A COMPLETE CEILING SYSTEM, AND NEW CONSTRUCTION. ICRA CLASSIFICATION SCHEDULE CLASS I 1. EXECUTE WORK BY METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS. 2. IMMEDIATELY REPLACE ANY CEILING TILE DISPLACED FOR VISUAL INSPECTION. ❑ 3. MINOR DEMOLITION FOR REMODELING. 1. PROVIDES ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO ATMOSPHERE. 2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING. 3. SEAL UNUSED DOORS WITH DUCT TAPE. CLASS II 4. BLOCK OFF AND SEAL AIR VENTS. 5. WIPE SURFACES WITH DISINFECTANT. ❑ 6. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 7. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA. 8. PLACE DUST MAT AT ENTRANCE AND EXIT OF WORK AREA, 9. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2, ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETE PROJECT IS THOROUGHLY CLEANED BY ENVIRONMENTAL SERVICES DEPARTMENT. CLASS YII 6. VACUUM WORK WITH HEPA FILTERED VACUUMS. C� 7. WET MOP WITH DISINFECTANT. 8. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 9. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 10. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. 11. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED. 1. OBTAIN INFECTION CONTROL PERMIT BEFORE CONSTRUCTION BEGINS. 2. ISOLATE HVAC SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT CONTAMINATION OF THE DUCT SYSTEM. 3. COMPLETE ALL CRITICAL BARRIERS OR IMPLEMENT CONTROL CUBE METHOD BEFORE CONSTRUCTION BEGINS. 4. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR FILTRATION UNITS AND MONITOR WITH MAGNEHELIC GAUGES. 5. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY. 6. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM SO THEY CAN BE VACUUMED USING A HEPA VACUUM CLEANER BEFORE LEAVING WORK SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. CLASS IV 7. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS. ❑ 8. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS THOROUGHLY CLEANED BY THE ENVIRONMENTAL SERVICES DEPARTMENT AND RELEASED BY SAFETY AND INFECTION CONTROL. 9. VACUUM WORK AREA WITH HEPA FILTERED VACUUMS. 10. WET MOP WITH DISINFECTANT. 11. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS ASSOCIATED WITH CONSTRUCTION. 12. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS. 13. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING. 14. REMOVE OR ISOLATE HVAC SYSTEM IN AREAS WHERE CONSTRUCTION IS BEING DONE. INFECTION CONTROL RISK ASSESMENT SCALE: 1 /16" = 1'-0" GENERAL NOTES 1. LOCATIONS OF AIR SCRUBBERS AND WALL MOUNTED PRESSURE MONITORS AS SHOWN ON DETAILS SHEET ARE SHOWN ON THIS PLAN TO ENCLOSE THE ENTIRE AREA OF CONSTRUCTION FROM THE ADJACENT OPEN AREAS. THEY ARE TO BE INSTALLED PRIOR TO THE COMMENCEMENT OF WORK AND DECONSTRUCTED AFTER COMPLETION. KEYED NOTES 1. INSTALL AIR SCRUBBER AND PRESSURE MONITOR IN THIS LOCATION. KEY PLAN SCALE: NONE i �J oop1'lw1r'1'jA ra - m s U H U U bA U k„ N 00 cs © M O ��w c� O 00 Q r5 0 e A • r-1 N CCU cd as M W � Project No. 714026 MO*2 (D2014 BH/PK Architects, Inc. a V U 1w Cv OX KEYED NOTES - MECHANICAL 1. PROTECT EXISTING AIR DEVICES FOR DURING CONSTRUCTION AND FOR REINSTALLATION IN NEW CEILING GRID. AIR DEVICES SHALL NOT HANG LOOSE IN THE SPACE DURING CONSTRUCTION, 2. DEMOLISH DUCT TO POINT SHOWN AND PROTECT OPENING FOR REUSE DURING RENOVATION, AIR DEVICE TO BE RELOCATED. 4 o � 0 ao E Q N Ln a1� O ►'r ., R w MECHANICAL DEMOLITION PLAN SCALE: 1 /8" = V-0" 7 M ►D Twd P-4 �O w Qn Cn Project No. 714026 m 1,00 1 ®2014 BIVPK Architects, Inc. i w E u *-f- (D KEYED NOTES - MECHANICAL 1. PROTECT EXISTING AIR DEVICES DURING CONSTRUCTION AND REINSTALL IN NEW CEILING GRID. AIR DEVICES SHALL NOT HANG LOOSE IN THE SPACE DURING CONSTRUCTION. 2. REINSTALL AIR DEVICE IN NEW CEILING GRID LOCATION. CONNECT TO EXISTING DUCT IN THIS AREA. 3. BALANCE TO AIRFLOWS SHOWN. 4, RELOCATE EXHAUST AIR DEVICE TO WALL. BOTTOM TO BE 8" A.F.F. AND CONNECT INTO EXISTING EXHAUST DUCT IN WALL. 4cm: I f E to Cll -5 CL CO ro 4 Lo -t 0 N 00 N Ln cEL b z 0 0 z LLJ T- Lti U) 4� ea a) (1) un ',l CL Ld <Li (D 0- m N T LL cz -j S-WOMENIS CENTER WAITING ROOM MECHANICAL RENOVATION PLAN, SCALE: 1/811 = 1p-0)) S-PRE OP WAITING 1111mmoll F0 F/S �W/FMMM* -rAdi,, A A CJ CU ra 00 ON C14 cd en �'o rq z GQ 00 ors Vol ACD CD ro P-4 P-4 C14 03 "Z� v--4 ;--4 0 "—moo z • V--4 u I Project No, 714026 -MIMAr' I 'a I 02014 BRIM Architects, Inc. C:] r- CT cc w 4 �..s' 4. a) c� E a) N Ln 4 c� N as N I0 �i _, �c LLJ U z ter. C-) w 0 C` i cn w w .c V) a- w G.� U r'r Q) C5 a_ .Q V M I Q_ N z LL I c� N 1 ` V) .0 0 I c> N :AL 45 OOT YPICAL ALANCING .BOWS MAY BE USED F SQUARE ELBOWS TYPICAL LOW PRESSURE DUCTWORK No Scale BASIS OF DESIGN (PROVIDE EQUAL): MINTIE TECHNOLOGIES, INC, ECU CEILING CAVITY ENVELOPE -DURABLE CA STATE FIRE MARSHAL FLAME -RATED PVC SHEETING - HOSPITAL WHITE, EASY TO CLEAN WITH STANDARD CLEANER -ONE 20.5" DOOR -TWO CLEAR PANEL WINDOWS - 14.0" x 40.0" -TWO NEGATIVE AIR PORTS 11.0" ROUND PORT WITH DRAWSTRING AND SEAL 3.5" ROUND HEPA VACUUM PORT WITH DRAWSTING AND SEAL -DOUBLE-REINFORCED FLOOR -CLEAR POUCH TO DISPLAY WORK/INFECTION CONTROL PERMIT WEIGHT: 15 POUNDS PORTABLE DUST ENCLOSURE No scale +._"_ 2 -4" "-_+ iEPA VACUUM I .III WITH DRAWSTRING AND SEAL n 3 CORNERS ARE CLIPPED FLARED END LENGTH=TWICE INSULATION O.D. PIPE HANGER (SEE SPECS.) PIPE SADDLE H EDGES NOTCHE PIPE HANGER. INSULATED PIPE HANGER No Scale TRANSFER AIR BACK TO CONSTRUCTION AREA -+,j — 300 CFM FLARED EDGE' METAL FLEX DUCT (TYP.) PORTABLE AIR SCUBBER WITH CARBON & HEPA FILTERS. TO BE PROVIDED FOR EACH PHASE OF CONSTRUCTION, 800 CFM -4 600 N. Westshore Blvd. Suite 435 Tampa, Florida 33609 Phone: 813-637-0110 ENcrNertrwc Fox: 813-637-0013 FOR ARCHITECTURE www.tic-engineers.com Q Copyright 2014 TLC Engineering for Architecture, Inc. COA 15 TLC NO:714026 PIPE SADDLE (TYP.) .�.,�,.,JN PASSES THRU HANGER UNBROKEN SIZES UP TO 3" 2 SIDEWALL SUPPLY AIR DIFFUSER. ONLY TO BE UTILIZED WHEN CONSTRUCTION AIR CANNOT BE EXHAUSTED TO OUTSIDE. MVD AIRFLOW 500 CFM MV TEMPORARY 00 ICRA BARRIER ADJACENT SPACE NEGATIVE AIR PRESSURE MACHINE 8 SCRUBBERNo Scale � AIR BALANCE (RTU-LDRP) ROOM NAMES ROOM NUMB. REL. PRESS. AREA (SQ.FT.) CLG HT (FT.) SA ACH CODE OA ACH CODE SA (CFM) RA (CFM) OA * (CFM) EA * (CFM) XFR (CFM) LDRP 207 + 398 10 6 2 800 300 266 300 200 Toilet Room 207A - 70 10 10 0 100 0 33 200 -100 Storage 208 0 40 10 0 0 100 0 33 100 0 LDRP Passage 0 0 51 10 2 0 50 50 17 0 0 Passage 0 + 140 10 2 0 100 0 33 0 100 Storage 219 - 140 1 10 0 0 0 200 0 0 -200 OTHER EASTING ROOMS SERVED BY THIS UNIT - NOT ADJUSTED 9830 6780 3268 3050 0 TOTAL AIRFLOWS 10980 7330 3650 3650 0 * OA (CFM) LISTED IS SUPPLIED TO THE SPACE IN THE SUPPLY AIRFLOW. * EA (CFM) LISTED IS PROVIDED BY F-1, F-2, AND F-3 AND INTERLOCKED TO BE ON WHEN RTU-LDRP IS DELIVERING OUTSIDE AIR. U rr^^h Vl U N U ca c� cy no a �- M c3M�N 4 `00 rX4 a 0 A CU N 03 03 "C$ w L�1 Fri U 4 � l �.. / r = Project No. 714026 M2.O (0j2014 BH/PK Architects, Inc. LZI L" LM E U CM go �4F as va tQ La w a a CO w p w C.) F--1 V] U d.� V bA Q 00 00 0 m d owa�-4 a 0 .a S dC� Q o b A V1 CC3 C/1 Q 03 0 r"—r.-4 W W � CJ � W CC3 .—r o3 w z Project No. 714026 FPO* 02014 BWPK Architects, Inc. 04 E: p U -A ao CL rrJ LO CD 00 N Ln CL 10- 0 z LLJ 0 Ld 0 0 V) Q) Q, CL (D N z Li- 0 W FIRE PROTECTION GENERAL NOTES: 1. EXISTING AREA OF RENOVATION IS FULLY SPRINKLERED BY AN EXISTING AUTOMATIC SPRINKLER SYSTEM. CONTRACTOR TO PRESERVE THE INTEGRITY OF THE EXISTING SYSTEM DURING DEMOLITION AND CONSTRUCTION. 2. REINSTALL NEW SPRINKLER HEADS IN THE NEW CEILINGS PROVIDED BY THE G.C. REFER TO ARCHITECTURAL DOCUMENTS FOR TYPE, LOCATION AND STYLE OF NEW CEILINGS. 3. PROVIDE CHROME ESCUTCHEON PLATES FOR ALL SPRINKLER HEADS THAT ARE MISSING THE PLATE. FIRE PROTECTION RENOVATION PLAN, SCALE: 1/8 )) = 1p—T C' N --\c 0 cc :z 'z" Ncl I Project No. 714026 ["I] LP2014 Blf/PK Architects, Inc. • ..a LZI e 0 0 a 0 N L0 d- ca N Y Ln U) vi w r- '� co 4 < m w c 0 z w cD w U 0 Lli ilr ci W aD (D cn VD bi 4 � � 0 j o � i _o w � 0 m I cn ca. v N T_ I c� 0 Q Q d ELECTRICAL SYMBOL LEGEND GENERAL NOTES BASIC MATERIALS BASIC MATERIALS CONT. FIRE ALARM/DETECTION SYSTEM TELEPHONE/COMPUTER RACEWAY SYSTEM 1. 2. LIGHT SWITCHES SHALL BE MOUNTED 48 INCHES ABOVE FINISHED FLOOR TO CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. RECEPTACLES SHALL BE LOCATED 18 INCHES ABOVE FINISHED FLOOR TO SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION Sa SINGLE POLE SWITCH TD TRANSFORMER Q MANUAL PULL STATION VOICE/DATA OUTLET BACK BOX CENTER LINE OF DEVICE, UNLESS OTHERWISE NOTED. ABOVE COUNTER RECEPTACLES (SUBSCRIPT INDICATES ITEM CONTROLLED) AUTOMATIC TRANSFER SWITCH CEILING SMOKE DETECTOR, PHOTO -ELECTRIC C =ABOVE THE COUNTER W = WALL MOUNTED SHALL BE MOUNTED 6" ABOVE BACK SPLASH TO CENTERLINE OF DEVICE. S3 THREE-WAY SWITCH TYPE UNLESS OTHERWISE NOTED 1"C EMPTY CONDUIT FROM OUTLET TO 3. THE EQUIPMENT GROUNDING TERMINAL BARS OF THE NORMAL AND ESSENTIAL ELECTRICAL S4 FOUR-WAY SWITCH LE-]30AR NF NON -FUSED DISCONNECT SWITCH, SIZE AS NOTED E = ELEVATOR WITH RECALL CONTACTS I = IONIZA11ON ACCESSIBLE LOCATION ABOVE CEILING. SYSTEM PANELBOARDS SERVING THE SAME PATIENT VICINITY SHALL BE BONDED TOGETHER NF DENOTES NON -FUSED WITH AN INSULATED, CONTINUOUS, COPPER CONDUCTOR NOT SMALLER THAN NUMBER 10. Sp SINGLE POLE SWITCH L.Eg 30AR 20AF FUSED DISCONNECT DUCT SMOKE DETECTOR TTB 4. EQUIPMENT SHALL BE OF MATERIALS SUITABLE FOR AND RATED FOR THE ENVIRONMENT WITH PILOT LIGHT AR DENOTES AMP RATING OF SWITCH R -RETURN ® TELEPHONE/COMPUTER TERMINAL BOARD IN WHICH THEY ARE TO BE INSTALLED. SWP SINGLE POLE SWITCH MCP AF DENOTES AMP FUSE SIZE ® S = SUPPLY SUPERVISED CONTROL RELAY TTC TELEPHONE TERMINAL CABINET 5. A. WORKING CLEARANCES FOR ELECTRICAL EQUIPMENT SHALL BE IN COMPLIANCE WITH NEC 110. WITH WEATHERPROOF COVER SIZE �-# OF POLES \\\30 _._...�__._.. SWPL SINGLE POLE SWITCH 3 E COMBINATION MAGNETIC MOTOR STARTER, SIZE AS NOTED 3R DUCT SMOKE REMOTE ALARM INDICATING LAMP, CTC COMPUTER TERMINAL CABINET B. THE EXCLUSIVELY DEDICATED SPACE EXTENDING FROM FLOOR TO STRUCTURAL CEILING WITH A WIDTH AND DEPTH OF THE PANELBOARD OR SWITCHBOARD MUST WITH WEATHERPROOF LOCKING COVER 3 POLE UNLESS OTHERWISE NOTED � W/ TEST SWITCH, WALL MOUNTED 72" AFF BE CLEAR OF ALL PIPING, DUCTS, EQUIPMENT FOREIGN TO THE ELECTRICAL S K SINGLE POLE KEY SWITCH ENCLOSURE NEMA 1 UNLESS NOTED REMOTE FIRE ALARM WITH TEST SWITCH T /�! ���, 1ELEPHONE SYSTEM RACEWAY EQUIPMENT OR ARCHITECTURAL APPURTENANCES IN ACCORDANCE WITH NEC 408. 53K NEMA STARTER SIZE 6. CRITICAL AND LIFE SAFETY LIGHT SWITCHES SHALL BE ROUTED IN CONDUIT AND BOXES OTHER THREE-WAY KEY SWITCH BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, F COMBINATION AUDIBLE/VISUAL NOTIFICATION DEVICE CHIME/FLASHING "FIRE" LIGHT COMPUTER SYSTEM RACEWAY THAN THAT FOR THE NORMAL BRANCH. ESSENTIAL SYSTEM SWITCHES SHALL BE RED IN COLOR. S4K FOUR-WAY KEY SWITCH SURFACE MOUNTED XXCD CD = CANDELA RATING /"~CM��''`., 7. PATIENT CARE AREAS SHALL BE PROVIDED WITH GROUNDING IN ACCORDANCE WITH NEC 517. SL SINGLE POLE SWITCH WITH SECURITY LOCKING KEY--- BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, FLUSH MOUNTED COMBINATION AUDIBLE/VISUAL 8. WHEN ELECTRICAL BOXES ARE LOCATED IN VERTICAL FIRE -RESISTIVE ASSEMBLIES, SLV LOW VOLTAGE SWITCH XXCD NOTIFICATION DEVICE INTERCOM SYSTEM (CLASSIFIED AS FIRE/SMOKE AND SMOKE PARTITIONS), THEY SHALL BE INSTALLED WITHOUT AFFECTING THE FIRE CLASSIFICATION. ALL OF THE FOLLOWING CONDITIONS ..,....__._.. BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, CD = CANDELA RATING SHALL BE MET: SF FAN SWITCH SURFACE MOUNTED FIRE ALARM SPEAKER WITH STROBE IC MASTER STATION A. ALL ELECTRICAL BOXES SHALL BE METALLIC. SM MANUAL MOTOR STARTER WITH OVERLOAD HEATERS - BRANCH CIRCUIT PANELBOARD, OVER 250 VOLTS, CD = CANDELA RATING - FLUSH MOUNTED C = COUNTER B. BOX OPENING SHALL OCCUR ONLY ON ONE SIDE OF FRAMING SPACE. SMp MANUAL MOTOR STARTER WITH OVERLOAD HEATERS AND PILOT LIGHT BRANCH CIRCUIT CONDUIT CONCEALED ABOVE VISUAL SIGNALING UNIT, WALL MOUNTED (NO AUDIO DEVICE) D = DESK W = WALL MOUNTED C. BOX OPENING SHALL NOT EXCEED 16 SQUARE INCHES. CEILING OR IN WALL. CONDUIT SHALL INCLUDE H = HAND SET TYPE D. ALL CLEARANCES BETWEEN OUTLET BOX AND GYPSUM BOARD SHALL BE COMPLETELY SO DIMMER SWITCH PHASE, NEUTRAL AND GROUND CONDUCTORS -[J FIREMAN'S PHONE JACK HF = HANDS FREE FILLED WITH JOINT COMPOUND (OR OTHER APPROVED MATERIAL). (1500 WATTS UNLESS OTHERWISE INDICATED) AS REQUIRED FOR CIRCUITS (UNLESS OTHERWISE NOTED). WP = WEATHER PROOF `-.� BRANCH CIRCUIT CONDUIT CONCEALED IN SLAB, TS SPRINKLER TAMPER INTERCOM SYSTEM SPEAKER E. PROVIDE A WALL AROUND OUTLETS LARGER THAN 16 SQUARE INCHES. THE INTEGRITY DUPLEX RECEPTACLE r,.�� SWITCH CONNECTION IC OF THE WALL RATING SHALL BE MAINTAINED. UNDERGROUND OR UNDER FLOOR. W =WALL MOUNTED 0-- T TWIST LOCK RECEPTACLE �. BRANCH CIRCUIT CONDUIT EXPOSED FS SPRINKLER WATERFLOW F. THE TOTAL AGGREGATE SURFACE AREA OF THE BOXES SHALL NOT EXCEED 100 SQUARE INCHES PER 100 SQUARE FEET. -�''' SWITCH CONNECTION ICEC INTERCOM EQUIPMENT CABINET SP SURGE PROTECTION TYPE (TVSS) DUPLEX RECEPTACLE �I� GROUND DR GROUND ROD AS NOTED p _ G. OUTLET BOXES LOCATED ON OPPOSITE SIDES OF FIRE RESISTIVE ASSEMBLIES SHALL ® ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ICTC BE SEPARATED BY A MINIMUM HORIZONTAL DISTANCE OF 24 INCHES. ® PEDESTAL MOUNTED RECEPTACLE �.� CRITICAL BRANCH CONDUIT Mm INTERCOM TERMINAL CABINET H. OUTLET BOXES SHALL BE SECURELY FASTENED TO WALL FRAMING MEMBERS. ,.�"~"C` ®H ELECTROMAGNETIC DOOR HOLD OPEN DEVICE ® FLOOR OUTLET BOX AND DUPLEX RECEPTACLE ,.-r'�^L"``�,� LIFE SAFETY BRANCH CONDUIT CONNECTION TO CLOSURE/ HOLDER --IC-� INTERCOM SYSTEM CONDUIT AND WIRING I. THE OPENING IN THE GYPSUM BOARD FACING SHALL BE CUT NOT TO EXCEED 1/8 INCH WITH APPROPRIATE FLANGE. EQ`'� EQUIPMENT BRANCH CONDUIT ELECTROMAGNETIC DOOR HOLD OPEN DEVICE SSEC BETWEEN THE EDGES OF THE OUTLET BOX AND THE EDGES OF THE OPENING. FLOOR OUTLET BOX WITH TWO DUPLEX RECEPTACLES H CONNECTION TO CLOSURE/ HOLDER INCLUDES DETECTOR _ zm SOUND SYSTEM EQUIPMENT CABINET AND ONE COMBINATION W/ VOICE/DATA OUTLET ----0Up CONDUIT TURNING UP CEILING HEAT DETECTOR 135' UNLESS OTHERWISE SSTC 9. NON-METALLIC RACEWAYS SHALL NOT BE USED TO SERVE ANY PATIENT CARE SPACE. ALL DUPLEX RECEPTACLE WITH -----r DN CONDUIT TURNING DOWN H INDICATED. - ® SOUND SYSTEM TERMINAL CABINET WIRING SHALL BE MECHANICALLY PROTECTED BY INSTALLATION IN METALLIC RACEWAYS. EACH HALF ON SEPARATE CIRCUIT 10. ALL DEVICES SHALL BE MOUNTED VERTICAL, UNLESS OTHERWISE NOTED. (BREAKER SHALL BE TWO POLE WITH COMMON TRIP) ] CONDUIT STUB FrAmP FIRE ALARM CONTROL PANEL ��S~�1'`� SOUND SYSTEM CONDUIT AND WIRING 11. ALL RECEPTACLES SHALL BE MOUNTED SUCH THAT THE GROUND PIN IS MOUNTED UP. E� DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER CONDUIT CONTINUED FAATTC 12. THE NUMBER OF ARROWHEADS ON THE HOMERUNS DENOTES THE NUMBER OF CIRCUITS. DUPLEX SAFETY RECEPTACLE MOUNT WITH ---�-- FLEXIBLE CONDUIT FIRE ALARM TERMINAL CABINET TELEVISION RACEWAY DISTRIBUTION SYSTEM COVERPLATES SPANNER HEAD SCREWS 13. ALL NEW AND EXISTING PANELS AFFECTED BY THIS PROJECT SHALL BE PROVIDED WITH DUPLEX RECEPTACLE WITH TOP HALF SWITCHED _ EXISTING TO BE REMOVED FAAP FIRE ALARM ANNUNCIATOR PANEL - FLUSH MOUNTED A NEW TYPE WRITTEN DIRECTORY, - EXISTING TO REMAIN TELEVISION OUTLET FOR ANTENNA 14. ALL NEW DEVICES WILL REQUIRE PANEL AND CIRCUIT IDENTIFICATION ON FRONT OF COVER PLATE 0- SIMPLEX RECEPTACLE (EWC DENOTES RECEPTACLE AND SWITCH COLOR PLATE: EWC ELECTRIC WATER COOLER. COORDINATE WITH EWC EXISTING AFFECTED BY THIS PROJECT F �� FIRE ALARM SYSTEM CONDUIT AND WIRING TV TELEVISION SIGNAL WALL OUTLET NORMAL: IVORY SYSTEM INSTALLER FOR MOUNTING HEIGHT) �''�~ EMERGENCY SYSTEM: RED SYSTEM GFI RECEPTACLE. WP DENOTES WEATHERPROOF COVER. — — — - FUTURE FIREMAN'S ELEVATOR WARNING LIGHT � TWO GANG BOX RECEPTACLE/ CONTROL/ ANTENNA 15. ALL MUL11 BRANCH CIRCUITS WITHIN PROJECT SCOPE, EXISTING OR NEW, SHALL HAVE GFI RECEPTACLE MOUNTED ABOVE COUNTER NEW 1V TV DISTRIBUTION SYSTEM RACEWAY A DEDICATED NEUTRAL PER PHASE. TWO DUPLEX RECEPTACLES WITH COMMON COVER 16. ALL CIRCUIT INFORMATION WAS TAKEN FROM A COMBINATION OF FIELD VERIFICATION AND AS BUILD DRAWINGS. CONTRACTOR TO CONFIRM AND/OR VERIFY AND UPDATE PANEL LIGHTING SCHEDULES LIGHTNING PROTECTION SYSTEM PAGING SYSTEM & BACKGROUND MUSIC ACCORDINGLY. TWO DUPLEX RECEPTACLES WITH COMMON COVER 17. CONTRACTOR TO COORDINATE ALL ABOVE CEILING CLEARANCES FOR NEW LIGHTING FIXTURES. MOUNTED ABOVE COUNTER ll_ l FLUORESCENT STRIP FIXTURE S� LOUDSPEAKER/ TRANSFORMER/ BAFFLE/ Q-_ ISOLATED GROUND DUPLEX RECEPTACLE, FIXTURE DESIGNATION SUPPORT TRUSS. (CEILING MOUNTED) IG (ORANGE DEVICE) FLUORESCENT FIXTURE CI CLASS I MAIN CONDUCTOR CABLE W = WALL MOUNTED ELECTRICAL DRAWING INDEX DUPLEX RECEPTACLE a -------LOWER �--LOWER CASE LETTER INDICATES CII CLASS II MAIN CONDUCTOR CABLE PAEC PAGING SYSTEM EQUIPMENT CABINET � SHEET DESCRIPTION NOTE: TICK MARKS SHOWN ON ANY DEVICE REPRESENTS CONTROL CIRCUIT SWITCH LEG i P PAGING SYSTEM TERMINAL CABINET RECEPTACLE CONNECTED TO THE EMERGENCY CIRCUIT CIRCUIT NUMBER — TEE SPLICE r�-A. EO.1 ELECTRICAL LEGEND & GENERAL NOTES (RED DEVICE) TYPICAL FOR ANY DEVICE IN LEGEND FLUORESCENT FIXTURE DIAGONAL SHADING DENOTES - BONDING PLATE p " PAGING SYSTEM CONDUIT AND WIRING E1.0 ELECTRICAL DEMOLITION PLAN CLOCK RECEPTACLE TO LIGHT FIXTURE CONNECTED TO CRITICAL BRANCH. PIPE CLAMP FOR PLUMBING VENT THRU ROOF. VC VOLUME CONTROL � E1.1 ELECTRICAL LIGHTING PLAN � SPECIAL PURPOSE RECEPTACLE, RATING AS NOTED FLUORESCENT FIXTURE DIAGONALG DICAO � 4a AIR TERMINATION DEVICE (�O LIGHTING CONTROL TIME CLOCK EDHAODI PS ES HALFNCH, OF LAM HALF CONNETO ���---- GROUND TERMINAL NURSE CALL SYSTEMS E1.2 ENLARGED ELECTRICAL PLANS NORMAL BRANCH. (3 LAMP FIXTURES SHALL Qm PHOTOCELL, MOUNTED ON ROOF FACING NORTH HAVE 2 LAMPS CONNECTED TO CRITICAL, BONDING CONDUCTOR 1 LAMP CONNECTED TO NORMAL). --ON SINGLE PATIENT STATION GN GROUND BAR FLUORESCENT FIXTURE ---�rDN DOWN CONDUCTOR -�2 DUAL PATIENT STATIONCOMPLETELY PLUG-IN STRIP WITH RECEPTACLES, 18" O.C. UNLESS SHADED DENOTES LIGHT G COUNTERPOISE CONDUCTOR OTHERWISE INDICATED FIXTURE CONNECTED TO LIFE SAFETY BRANCH - Op DUTY STATION CIRCUIT. 0p PARAPET MOUNTED AIR TERMINAL ® CABLE TRAY -QS STAFF STATION JUNCTION BOX FLUORESCENT FIXTURE HALF SHADING DENOTES HALF OF LAMPS CONNECTED OF FLAT ROOF MOUNTED OR MECHANICAL STAFF EMERGENCY STATION ■ CONDUIT SEAL -OFF FITTINGS TO LIFE SAFETY BRANCH, OTHER HALF TO NORMAL BRANCH. (3 LAMP FIXTURES SHALL HAVE 2 LAMPS � (DDN THRU-ROOF CONDUCTOR STAFF EMERGENCY ANNUNCIATOR SS C3 SURGE SUPRESSOR CONNECTED TO SAFETY, NORMAL). LIFE LAMP CONNECTED TO NI E EMERGENCY STATION C3 =SERVICE ENTRANCE DEVICE B3 = DISTRIBUTION BOARD DEVICEFLUORESCENT WALL MOUNTED FIXTURE WITH TOILET EMERGENCY STATION A3 = PANELBOARD DEVICE WALL OUTLET BOX SHOWER EMERGENCY STATION ST LUSH °UNTED UNLESS SHUNT -OTHERWISE RII BUTTOOTED 0 HID, FLUORESCENT, OR INCANDESCENT FIXTURE DICTATION RACEWAY SYSTEM -� CODE BLUE EMERGENCY STATION NEMA EXTERIOR LOCATIONS 0 POWER CONNEC11ON TO EQUIPMENT FLUORESCENT, OR INCANDESCENT WALL WASHER. -© DUAL STAFF PRESENCE INDICATOR STATION MAGNETIC MOTOR STARTER OR CONTACTOR QQ EXIT LIGHT FIXTURE DIRECTION ARROWS AS SHOWN -[] DICTATION OUTLET C CORRIDOR DOME LIGHT WALL MOUNTED ® SIZE AS NOTED (SHADED QUADRANT INDICATES FACE(S) OF FIXTURE) C =COUNTER TOP W = WALL MOUNTED CORRIDOR ZONE LIGHT EDH-X LEJAV%I\ ELECTRIC DUCT HEATER K8 WALL MOUNTED EXIT LIGHT FIXTURE ER = PROPRIETARY ER SYSTEM DICTATION EQUIPMENT �5 MOTOR CONNECTION, NUMBER DENOTES HORSEPOWER EXTERIOR LIGHT FIXTURE WITH ARMS AS SHOWN DTC DICTATION TERMINAL CABINET TCBAP CODE BLUE ANNUNCIATOR PANEL WALL MOUNTED ON DRAWINGS In VARIABLE FREQUENCY DRIVE TRACK WITH TRACK LIGHT FIXTURE (TRIANGLES DEC Lza DICTATION EQUIPMENT (OWNER FURNISHED) NCEC NURSE CALL EQUIPMENT CABINET VD-0 DIRECT DIGITAL CONTROL PANEL INDICATE QUANTITY OF LIGHT FIXTURES) NCMS p~~'`�•. DICTATION SYSTEM RACEWAY __= NURSE CALL MASTER STATION BATTERY PACK WITH TWIN HEADS �..--N---­,�, NURSE CALL SYSTEM CONDUIT AND WIRING NOTE: SOME SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. r✓r tP- ,` No. 66501 ar SlATE OF i'LU � � C ,0 �F Iti°"1 w W O p L\750, US Project No. 714026 E0. 02014 BH/PK Architects, Inc. t ELECTRICAL DEMOLITION PLAN NOTES ` 1. ALL EXISTING EXAMINATION LUMINAIRES, CONTROLS, AND ASSOCIATED BRANCH CIRCUIT CONDUCTORS SHALL REMAIN. RE -INSTALL ALL EXISTING EXAMINATION LUMINAIRES AT THEIR ORIGINAL LOCATIONS. 2. ALL EXISTING LUMINAIRES SCHEDULED TO BE REMOVED SHALL BE RETURNED TO THE OWNER UPON COMPLETION OF DEMOLITION. COORDINATE FURTHER REQUIREMENTS WITH THE OWNER. 3. THE CONTRACTOR SHALL INVESTIGATE THE PROJECT AREA PRIOR TO BID TO DETERMINE ALL REQUIRED DEMOLITION. 4. UNLESS OTHERWISE NOTED, ALL LOW -VOLTAGE DEVICES (INCLUDING, BUT NOT LIMITED TO: FIRE ALARM DEVICES, NURSE CAL DEVICES, AND DATA/TELECOM. DEVICES) SHALL BE REMOVED, STORED, AND RE -USED AT THEIR PREVIOUSLY -INSTALLED LOCATIONS. EXISTING SMOKE DETECTORS WITHIN THE SCOPE OF THIS PROJECT SHALL BE PROTECTED FROM CONSTRUCTION DEBRIS IN ACCORDANCE WITH NFPA 72, SECTION 17.7.1.11. 5. EXISTING CONDITIONS SHOWN ON THIS DRAWING ARE DERIVED FROM AS-BUILT/CONSTRUCTION DRAWINGS AND FIELD INVESTIGATION, ALL EXISTING CONDITIONS SHALL BE VERIFIED PRIOR TO BID. FIELD CONDITIONS SHALL GOVERN. 6. THIS PLAN IS NOT INCLUSIVE OF ALL ELECTRICAL DEVICES WITHIN THE PROJECT AREA. IT IS INTENDED TO PROVIDE THE CONTRACTOR WITH A GENERAL KNOWLEDGE OF THE EXISTING CONDITIONS WITHIN THE PROJECT AREA. ANY DISCREPANCIES OR CONDITIONS NOT SHOWN ON THIS PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED DEMOLITION WHETHER INDICATED ON THE PLANS OR NOT. 7. ALL CONDUITS SERVING OTHER SPACES OR FLOORS, THAT RUN THROUGH THE PROJECT AREA, SHALL REMAIN ACTIVE DURING CONSTRUCTION SO AS NOT TO CAUSE ANY DISRUPTION TO THESE OTHER SPACES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL CONDUITS, NEW OR EXISTING, WITHIN THE PROJECT AREA ARE PROPERLY SUPPORTED N ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE. 8. FOR ALL AREAS WITHIN PROJECT SCOPE, COORDINATE WITH ARCHITECTURAL PLANS FOR ALL CEILINGS TO BE REM VED AND REPLACED INCLUDING CEILING GRID. WHERE CEILING GRID IS BEING REPLACED, CONTRACTOR SHALL UPDATE SUPPO T, AS REQUIRED BY CODE, ALL EXISTING AND NEW CONDUITS AND COMMUNICATIONS CABLES. CAREFULLY REMOVE CEILING DEVICES (NURSE CALL, CEILING SMOKE DETECTORS, SPEAKERS) AND REPLACE IN SAME LOCATION WHEN NEW CEILING IS INS ALLED. OX KEYED NOTES - ENLARGED ELECTRICAL PLAN 1, EXISTING CEILING LIGHT FIXTURE TO BE REPLACED WITH NEW. EXCHANGE EXISTING FIXTURE FOR NEW. EXISTING LIGHT SWITCHING TO REMAIN. 2. EXISTING WALL VANITY LIGHT TO BE REMOVED. UTILIZE EXISTING SWITCH TO CONTROL NEW LIGHT FIXTURE NEAR WINDOW. REFER TO SHEET Ell 3. EXISTING FLUSH MOUNTED PANEL, SHOWN FOR REFERENCE ONLY. 4. REMOVE EXISTING LIGHT FIXTURES WITHIN ROOM AND REPLACE WITH NEW. REFER TO SHEET E1.1 ELECTRICAL DEMOLITION LEGEND X EXISTING TO BE DEMOLISHED XM EXISTING TO REMAIN XR EXISTING TO BE RELOCATED :IZ a fi1r (D Y 0 ac, E z IL Ln u-) cj N N w n z Q z 0 r� _.J < h— U W L>J Nw C? w cn oa a� Un tow 4 N c, 5 < ua c.) m I c Q Q) N Li I ao N 0 Q CA J- N S-WOMEN'S CENTER WAITING ROOM TYPICAL SWITCHING ROOM FOR LDRP. ALL SWITCHES TO REMAIN I L� I I I I I I I I I I I I I■ ■ N� II'w�11��1� � ���� r i���� ��r Imo■ S-PRE OP WAITING F TO r��rwrrwlriww� lev O ■ N X X_� _� ■ J-"ll I,) e n ■ n n l�J L� XLDRP X __m___. .__...�._.._._._. �........__. __...__.__..�...._... r ____ A p —___ XM X N q -----N lu-.J ■ X_ XM � X AREA OE WORK � i a ■ ■ N a ---- I N N X LDRP L _ _ -_ J Roof I ■ I ■ X 0 --I El X' X ■ TYPICAL SWITCHING ROOM FOR N--_--i POST P. ALL SWITCHES TO \ 1 11 REMAIN EJ .0I-"'i ����� -i �rr�rr�rr..rr�.rrirw rwr■�wr■�ww��ww.....■r.wr..r■.�.�ww -� I� a_ n �� `� X u-- ix X nX X i X N"---- i N tl I I I I[ I I q u fl q u u b LDRP P --- -- N X X rN n -J q=� X 2--� XII IIX II I N L_J fl fl II II N N u u x �_A X X XM X _ J LS =u 3 N X a LDRP X — ...� �_� N N [ME J.- ... - <r ) trC ) X XM XM fl II N u 1 XMIXM X ki N N Ed N q 'X ■ X - Nurse Statlon N nX--y X. uu �X X=� NXQaN II N q N q II II N N N ■ N N tl II tl N N N _ 11 II II N N N N LDRP F_E.C!�— L N__.N N tl ■ N N N u X X ■ '° �0 I X X_ �f �In — — II�XM N- ----p r B X t C1) 6 __ ®_ u u ■ Roof r---- i � _ ■ ■ X XM a xM H In ■ ■ ■ X XM .._®®� �___®� Staff — tC> IL N i u oho X X, p a ., X —_—_J _ N __—_.0 ■ N ■ -n X X Y 9 Scrubs ank ■ ■ ■ sF Scrubs _� — � � I H Holdlnq_ SEE ENLARGED PLAN X ON SHEET E1.2T\ a w _ N N X ■ n --�_—..._.._......_. < CJ)XM li = a X CORRIDOR I L ---- J tl ---- tl f.� II II Fy ■ Closet Work ® r w www■rf r r .ru ■ ■ i DEMOLISH DOOR \\IAV OPENERS CIRCUIT EQ-16 I ■I ■ CONTRO I H ■ ENT ■ OOM - i CATH LAB #I _ ,I DN STAIR NOI r r ■ w CORR. PEo ELECTRICAL DEMOLITION PLAN SCALE: 1 /8" = 1'-0" T, SUPPLIES t �1 X XM(K X XMI XM r n �h w w o u X H u n� X X XM X Nurse Statlon t p q II N II q N u n I�1 B®i JIJI I. l rl— I.h■ � r ■ ■■�` Il o tl Sleep Doctors 0cFc, er Toll _ Z X Womens Slee %� ELEC. r XM FZ.C° El PAY PHONE see r. ■■� ■ w wrr ■ ■ I-] Walling i Stalr"B" ■ CONTROL CO, CORRIDOR w LOUNGE O STORAGE PATH. OFFICE PASSAGE TRASH liv F.E. �bd1pNNltl��as�A vesLie A� i e 'l�F i1eN WWf- ONE Project No. El 714026 02014 BH/PK Architects, Inc. 4 ELECTRICAL LIGHTING PLAN NOTES Iw � ,wig=r Lr�r IBM MMlmm 404 , o go .r w :m eo IQ G=7 4 CD z U U l— U w w w OR J: T LL N 0 0 0i 1, PROVIDE NEW LUMINAIRES AS INDICATED. INTERCEPT AND EXTEND EXISTING BRANCH CIRCUIT CONDUCTORS TO NEW LUMINAIRE LOCATIONS (AS REQUIRED). 2. ALL EXISTING SWITCHING DEVICES SHALL REMAIN IN PLACE, UNLESS OTHERWISE NOTED. ANY EXISTING SWITCHING DEVICES DETERMINED TO BE DAMAGED OR OTHERWISE UNSUITABLE FOR RE -USE SHALL BE REPLACED WITH NEW. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOAD AND CAPACITY OF ALL EXISTING LIGHTING BRANCH CIRCUITS WITHIN THE SCOPE OF THIS PROJECT PRIOR TO INSTALLATION. CIRCUITS THAT ARE DETERMINED TO BE OVERLOADED SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER. 4. ALL LABOR, DELIVERY, RECOVERY, AND POSTPARTUM (LDRP) ROOMS WITHIN THE SCOPE OF THIS PROJECT SHALL BE PROVIDED WITH A MINIMUM OF ONE (1) LUMINAIRE SERVED BY THE CRITICAL BRANCH. 5. ALL TOILET ROOMS WITHIN THE SCOPE OF THIS PROJECT SHALL BE PROVIDED WITH A MINIMUM OF ONE (1) LUMINAIRE SERVED BY THE CRITICAL BRANCH. 0 KEYED NOTES - ENLARGED ELECTRICAL PLAN 1. WALL WASH LUMINAIRE FOR PATIENT READING/TASK LIGHTING. COORDINATE LOCATION WITH ARCHITECT AND FIELD CONDITIONS. ADJUST (AS REQUIRED). PROVIDE CLASS 2 RELAY AS REQUIRED FOR CONTROL AT BED. 2, EXISTING CEILING EXAM LIGHT FIXTURE TO REMAIN. REMOVE FIXTURE AND PLACE BACK INTO ORIGINAL POSITION AS REQUIRED. 3. EXISTING SCRUBS SINK BEING DEMOLISHED (EXISTING PANELS INDICATE CIRCUIT N-15). PROVIDE NEW CIRCUIT TO EXISTING PANEL 1-213-76, (2) #12, (1) #12EG IN 3/4"C 4. 2' X 4' LIGHT FIXTURE OVER BED TO BE CONTROLLED AT BED AND WALL SWITCH. 5. EXISTING 208/120V NORMAL PANELS 1-26. UTILIZE EXISTING SPARE BREAKERS IN 225A PANEL 1-213. UPDATE PANEL SCHEDULE LIGHTING FIXTURE SCHEDULE REQUIRED LAMPS TYPE DESCRIPTION MANUFACTURER MODEL NUMBER VOLTAGE VA REMARKS NUM. TYPE 2VT8-2-32-ADP-MVOLT- A2 2' X 4' VOLUMETRIC LITHONIA GEB101S UNIVERSAL 2 32W T8 59 OR APPROVED EQUIVALENT 4100K 2VT8- 3- 32-ADP- MVOLT- A3 2' X 4' VOLUMETRIC LITHONIA GEB101S UNIVERSAL 3 32W T8 85 OR APPROVED EQUIVALENT 4100K B2 2' X 2' VOLUMETRIC LITHONIA 2VT8-3-17-ADP-MVOLT- GEB101S UNIVERSAL 3 17W T8 45 OR APPROVED EQUIVALENT 4100K B3 SAME AS "132" EXCEPT WITH DAYLIGHT 5000 K LAMP 2SP8-G-2-32- FW-A12125- C2 2' X 4' LENSED TROFFER LITHONIA MVOLT-GEB101S UNIVERSAL 2 32W T8 59 OR APPROVED EQUIVALENT 4100K LD4A28DE010- LED W/ D 4" DIAMETER LED DOWNLIGHT PORTFOLIO ERW4A28940- UNIVERSAL - 39 4LW1-LI UNIT D2 1' X 2' WALLWASHER LITHONIA WW-G-2-17-MVOLT- IRLD-GEB101S UNIVERSAL 2 17W T8 35 PROVIDE ACCESSORIES WHERE LIGHT FIXTURE IS CONTROLLED LOCAL TO BED. OR APPROVED EQUIVALENT 4100K 2SP8-G-2-17- FW-A12125- F2 2' X 2' LENSED TROFFER LITHONIA MVOLT-GEB101S UNIVERSAL 2 17W T8 35 OR APPROVED EQUIVALENT 4100K G 2' LAMP STRIP LIGHT METALUX 2 SNF 14T5-120V- UNIVERSAL 1 14W T5 14 CONTRACTOR TO REPLACE EXISTING TYPE AND SIZE IN KIND. GL-EBT1 HH6PL-42-E LED W/ N WALL MOUNTED NIGHT LIGHT FAIL SAFE MVOLT-SHOWER- 120 1 UNIT SDO-OPAL BY VERONA COLLECTION SNOW WHITE PENDANT LIGHT SATIN P DANT P DECORATIVE PENDANT LIGHT ELK 502-1 SW LED 120V _ MFG S 4" DIAMETER HALO 71 DROP OPAL LENS 120V _ LED WITH OPAL LENS FOR SHOWER DOWN LIGHT FOR SHOWER W/ UNIT LE SW-2-R-120/277 LED VERIFY COLOR FINISH WITH ARCHITECT OWNER PRIOR TO RDERING. X DIE CAST ALUMINUM EXIT SIGN LITHONIA UNIVERSAL 2 W/ UNIT 0.7 COORDINATE FACE AND CHEVRON INDICATOR CONFIGURATIO WITH OR APPROVED EQUIVALENT FLOOR PLANS PRIOR TO ORDERING. 1. ALL FLUORESCENT FIXTURES SHALL USE T8 LAMPS AND ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 2. ALL COMPACT FLUORESCENT DOWNLIGHTS SHALL USE ELECTRONIC BALLASTS, UNLESS OTHERWISE NOTED. 3. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF LIGHT FIXTURES. 4. COORDINATE TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. 5. PROVIDE APPROVED FIRE RATED ENCLOSURES FOR ALL LIGHT FIXTURES LOCATED IN FIRE RATED CEILINGS. 6, ALL ACRYLIC LENSED FIXTURES SHALL HAVE A LENS THICKNESS OF 0.125 INCHES MINIMUM. 7. IF THERE IS A DISCREPANCY BETWEEN A FIXTURE DESCRIPTION AND GENERAL NOTES, AND THE CATALOG NUMBER LISTED, THE FIXTURE DESCRIPTION AND GENERAL NOTES SHALL DICTATE. 8. ALL FLUORESCENT LAMP COLORS TO BE 4100K AND ALL LED COLORS TO BE 400K. S-WOMEN'S CENTER WAITING ROOM. TYPICAL ROOM SWITCH WITH CEILING REPLACEMENT SEE ENLARGED PLAN ON SHEET E1.2 ELECTRICAL SCALE: 1/8" = 1'-0" OF WORK LIGHTING PLAN SPPRE OP WAITING TYPICAL SWITCHING FOR POST P. ROOM Stal %;j l l i l f l "1 0 per r'i No. 65501 q q Cl t. '.. Itw"'N R r a Q w co +-4 U Q� U c U Q, O M 0 v11"4 01% OIN NCq cdM� 0 ) F+1 000 G a 70 d HSC N r� Cd 4-� V1 MMQ M-+-� Cld 0 T --a U rTu 4 Cld W 1�1 Project No. 714026 E 1. 1 02014 BH/PK Architects, Inc. a 0 4 � 6 a I cu CL 0 Ln 0 00 CAI C) �J W 0 W 0 Q z w J- L CR- r ETR I II I II II DEMO LIGHTS IN ------Closet Work ROOM CR-16CR-3? "�+48" (CB ) X N-15JCR-24 CR-24 N-15XMXM ip—__�_--_wm w W--i; _1 li it / � II ii II III �% II Ad __.___.-- ___ �I p II II 11 it N-1511 II it uN-15 II II > II II II II � u u II II r' 1 it II II II , II II II II it II II II r ~�X U II CR-26 N-15 III i u 11 N-15 II II � u u II II � II II II II If II II II II II +48" II u u u �- Il li E N ( SE 11 Ill18 N-15 15 CR-24 CR-22 CR-20 �a UTILIZE EXISTING CIRCUITS ROOM. SEE RENOVATION PL THIS SHEET LOCATION TO REMAIN ENLARGED ELECTRICAL DEMOLOTION PLAN SCALE: 1 /4" = 114" WALL MOUNTED LIGHTING FIXTURE HEIGHT A.F.F. AS SCHEDULED -- 6'-6" TO TOP DEVICE EXIT SIGN () CENTERED BETWEEN DOOR & CEILING (COORDINATE WITH ARCHITECT) I EXIT I ,,,--- PANELBOARD OR LOADCENTER ALIGN FIE ALARM DEVICES WHEN MOUNTED AT SAME LOCATION --- DUPLEX =@ OR=Jj� RECEPTACLE—, III TYPICAL ELECTRICAL ELEVATIONS FINISHED FLOOR GENERAL NOTES 1. REFER TO ENLARGED RENOVATION PLAN - POWER & SYSTEMS ON THIS SHEET FOR NEW RECEPTACLES UTILIZIING EXISTING CIRCUITS WITHIN THE ROOM. 2. SYMBOLS EfR: EXISTING TO REMAIN ENL: EXISTING NEW LOCATION N: NEW ITEM XD KEYED NOTES - ENLARGED ELECTRICAL PLAN 1. UTILIZE DEDICATED EXISTING SURGICAL LIGHT CIRCUIT FOR NEW EXAM LIGHT. 2. PROVIDE NEW SKYTON EXAM LIGHTS TO MATCH EXISTING BUILDING STANDARD IN ADJACENT LDPR ROOMS. UTILIZE EXISTING CIRCUIT FROM SURGICAL LIGHT. SKYTRON ARGOS II AR 24, 120V, 100 WATT WITH WALL CONTROLLER. LOCATE AND SUPPORT FIXTURE PER MANUFACTURE INSTRUCTIONS. ALSO PROVIDE WIRING PER MANUFACTURE INSTRUCTIONS FOR COMPLETE INSTALLATIONS. 3. LOCATION OF NEW SKYTON LIGHTING CONTROL BOX SURFACE MOUNTED TO WALL. 4. NEW WALL MOUNTED NIGHT LIGHT, MOUNTED AT 18" AFF ON DEDICATED SWITCH AT DOOR ENTRY. 5. PROVIDE LOW VOLTAGE RELAY AND WIRE TO WALL MOUNTED CONNECTION AND CORD SUCH THAT LIGHT FIXTURE IS CONTROLLED BY PATIENT. FIRE ALARM HORN/STROBE F .00K., o TELEVISION CLOCK � OUTLET W TELE. OUTLETV VOLUME CONTROL--�V 0 e o SWITCH FIRE ALARM 0 PULL STATION DUPLEX FOR RECEPTACLE TELE. OUTLEIV COMPUTER OUTLET ORIF ® 0 • 4 LI on 18 SPECIAL POWER OUTLET 54" TOILET ENLARGED ELECTRICAL RENOVATION PLAN - LIGHTING e�{{1190691:.a.. (2)12, (1) 12EG IN 3/ LAB 78 (UTILIZE EX ING BREAKS IN NORMAL ANEL) ,�,�.' v'LIe o, CR-16 LZB 7$ CR- CR` 1 N 2N 78� 601 PS (� � �, ,t ems: W . R $� 0 _ // .. TIE INTO EXISTING DUKANE JU�qAF SYSTEM AS REQUIRED ENLARGED ELECTRICAL RENOVATION PLAN -- POWER & SYSTEMS SCALE: 1 /4" = 1'-0" Project No. 714026 E192 p20I4 BH/PK Architects, Inc. I