Loading...
HomeMy WebLinkAbout6748 Gall Blvd (4)FLOxvIDA HOSPITA Z PI-IYRHI S 12 C)aks 1\4edical Office 113-uildiiag 6748 C_xall 13otile-vard ephyrhills, IF 33541 PROJECT TEAM DIRECTORY SYMBOLS AND MATERIALS INDEX OF DRAWINGS NOTE: The symbols here are specific to the Architectural Drawings as a whole. A0.0 Cover Sheet The Life Safety, Reflected Ceiling Plan and Roof Plan respectively Include supplementary legends OWNERand drawing notes specific to those sheets. Refer to other disclplines for additional symbols. ARCHITECTURAL Florida . � Hospital e '11115 AO WINDOW TYPE STUCCO OR GYPSUM BOARD SP.1 Site Plan 7050 Gall Boulevard � ELEVATION BENCHMARK o� CONCRETE OR GRAVEL LS.I A2.0 Life Safe Plan Demolition Plan Ze h rhillS, Florida 33 541 y REVISION AND NUMBER r?� CONCRETE MASONRY UNIT ICMUI A2.1 A2,2 Floor Plan Reflected Ceiling Plan Phone. 13) 7-0411 C.J.D CONTROL JOINT ® PLYWOOD A2.3 Finishes Plan A3.0 Cabinet Elevations and Sections ARCHITECTODOR I24 AND FRAME ACOUSTIC CEILING TILE A4.0 A5.0 Details and Wall Types Schedules and Details WITH DOOR NUMBER Burt Hill / Pollock Krieg Architects Inc. EXISTING DOOR � BATT OR SEMI -RIGID INSULATION 13099 South Cleveland Avenue, Suite 500 METAL STUD WALL — - RIGID INSULATION MECHANICAL Fort Myers, Florida 33907 Phone: (239) 482-4761 MASONRY WALL ROUGH WOOD FRAMING OR BLOCKING M0.1 Schedules, Legends, and Index Fax: (239) 482-0265 EVALUATION ROOM NAME AND NUMBER 208 El MO.2 Details 2x2 LAY -IN FLUORESCENT FIXTURE M2.1 First Floor Plan- Demolition B WALL TYPE a— 0 2x4 LAY -IN FLUORESCENT FIXTURE M3,1 First Floor HVAC Plan- New Construction MEP ENGINEER � O � FLUORESCENT UTILITY FIXTURE BUILDING SECTION RECESSED DOWNLIGHT i km Smith e c n Reid., `�--1 SECTION OR DETAIL ® SUPPLY AIR DIFFUSER PLUMBING 694 Professional Parkway East ELEVATION RETURN AIR REGISTER s'o' FINISH CEILING ELEVATION `'��� 1LJBMM D P (S) vEBEENREVIE EI) Sarasota, Florida 34240 I> INTERIOR ELEVATION (All elevations are A.F.F.) ® EXIT LIGHT P0.1 Schedules Notes & Sheet Index ?ate: '$ r, P2.1 First Floor Plan- Underground Demoliton _zevi r Phone: (941) 907-7 { 50 NORTH 2x2 ACOUSTICAL CEILING TILE P2.2 First Floor Plan - Plumbing Demoliton _ Fax: (9 41) 9 0 7 - 7 7 51 NORTH ARROW 2x4 ACOUSTICAL CEILING TILE P3.1 First Floor Plan - Underground New Construction P3.2 First Floor Plan - Plumbing New Construction EARTH GYPSUM BOARD GRANULAR FILL ® MAGNETIC DOOR HOLDER FIRE PROTECTION le a(�1flSed ��� � plans submitted is a 10 the Conlactor in �p METAL with y codes, This review is not intended 10 be a dal approval of the submiWd It FINISH WOOD F0.1 Schedules, Notes &Sheet Index plans. is the �i Sole r�eaponsib O t0 ensure that plans aye in CoMplete 0"PlanCe with all applicable NFPA codes F3.1 First Floor Fire Protection - New Construction and local ordinarom. In the event that further examination or F4.1 Fire Protection Details site Me of non-compkance, it shall be at their sole VICINITY MAP , expense io those areas in compliance. The City assumes no mVmsbft for the contrac ws failure to be in with as aerie NFPA Codes and loci lisC c tk;t�. ELECTRICAL E0.1 Symbol Legend & Drawing Index Industry standards 0.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 y � E1.1 Demolition Plan published therewith. Comply with standards In effect as of the date of the Contract Documents, p py � :, E2.1 Lighting Plan - New Construction' g g _.� unless otherwise note or required by authorities having urlsdlctlon. = �.J� __< VRF,fi eci F E : ti r1F Sfltrlia.• LL ry .z .. E3.1 E4.1 Power &Systems Plan -New Construction Electrical Riser -. ALLWORK gam, co�IPL ITI ALA. ---� � { = v E = E5.1 Panel Schedules & Electrical Details PREVAILING CODES, FLORMA UILDING � ' CODE, NATIONAL ELECTRIC CODE ANn V� CODES - All work shall conform to the following codes and ordinances." . ITY OF ZEPI[MLLS ORDINANCES TP - 2007 Florida Building Code, with 2009 amendments - 2007 Florida Plumbing Code, with 2009 amendments -K- - 2007 Florida Fuel Gas Code, with 2009 amendments - 2007 Florida Mechanical Code, with 2009 amendments 4 . u - 2007 Florida Fire Prevention Code' - Local Codes and Ordinances where applicable and flood damage prevention ordinances ,, `-;,_„h,,t f. �- - 2006 NFPA 10I - Life Safety Coded Project s>; , r a^ „ .T_. ICI Project No. 09002.00 A0.0 1 02009 BHIPK Architects, Iuc. 412412009 2:20:35 PAY ...\cd\AO-0 ;over S;heet.dgn V Project No. 09002.00 Spe I © 2009 BH/PK Architects, Inc. �Y Project No. 09002.00 L S . I © 2009 BH/PK Architects, Inc. 11 , Project No. 09002.00 A2*0 2009 BH/PK Architects, Inc. (NJ 0. O N 9* -------------------------------------------------- I I I I I I I I I I i I I I I I I Automatic door push button, typ. Phvsican's O O 0f. P sician's fice *3 Dice *4 Exa */0 xam *ll Exam *12 n2IA4D---\ !92 994 19 1981\ 200 tr �v A3.0 O 0 b partition 5'-2'/2 II'-4%2' 10'-5' Corridor 190 ® o Stor e C Exam *i' Exam *8 180 178 0 15 86 C �II�L 0 Inflll existing door opening II �I II ��JI D I — -- Corridor Read*l 184 LL82 P slcan's floe *2 0 162 O Exam aToll L 166 A3.0 91-11' 5'-5%4' X-O" 7'-3'/4 �/ a 172 Exam *9 Nurse OB 176 /74 � Office Mona `r 172 11 12 A3.0 A3.0 ED Existing Office 16'-03/' Provide retardantfe N O plywood Office Existing Office Existing storage floor to celling 110 all walls tNs room r Walt B 110 100 Provide a 1'-O' d1o. gypsum board surround at existing column 1 � 112 112 Corridor 11168 A30 &� Data _____Z I 1 0 112 Tollet 15 �� rtev A3.0 Nurse DIS01 n's /40 Office *I 160 E158 Exam *4 v, 146 w Corridor Provide I'-O' deep Plastic laminate slelf 148 and mop rack Bia J.C. 156 15 Exam *3 Exam *2 l50 144 Existing Electrical 152 O O 101-95 ev 170 A 170 B B b D L'T _et- C 0 10 IO6 J`D Inflll existing D D window L , X15 � Corrido , � B A3.0 Cf�cb q� Dress _ 114 >A3.0!38D 108 B , 12-4/2" -4' 5' 2" 3' O3/e' Rece ion �' S b 12 Medical ` 102 A3.0 m Eu D� �_ Soiled 1 Office 134 Mechanical Hold B B ti B 136 — 132 Corridor 116 - -- - 124 116 122 118 Provide %'lead lining B 120 z 120 on wall woF)h the chest g � buckey.Rem Inder of to Control "' wall to be i16 xam* Techs E X-Ray 142 1 2 --- \ 122� /20 ;�, !18 5 � Break �ITollet � � � Ult 8 — � =' D El 128 C 1 130 D Linen A3.0 6 O 30 A3� — I26 A • A3.0 16'-0112' _ 6-11V 6'-2/4" 13'-43/q" _ 13'-gee' IS'-538' Existing Exam FLOOR PLAN L NORTH NOTE. ALL TOILET ROOMS TO RECIEVE WALL TILE ON (3) WALLS 1-HR Existing 11VAC Existing Break Existing Office Existing Office Existing Exam Project No. 09002.00 Al I O 2009 BH/PK Architects, Inc. `F/C`F/CUVy yt1L:UO AM ...\MULI-IC UAA,)\Ca\AC-1p1an.agn M POPMErAreffid, 0 N v- N 9* 00 o � 0 REFLECTED CEILING PLAN //8 p - ��-� The remainder of ceiling heights to match exlsting celling (9'-2' ,) ,,,,,,,, ,,,,, ,,, r, ,,.,..,. ,, -p ,,, ....,.,y for the Unlstrut rail signed and sealed by a Florida registered engineer NORTH Remove exlsting ceiling as required to Install sprinklers. Reinstall ceiling replace all damaged ceiling tlles this area REFLECTED CEILING PLAN LEGEND LAY -IN PARABOLIC FLUORESCENT FIXTURE PRISMATIC LENS FLUORESCENT FIXTURE ® 4 FOOT FLUORESCENT FIXTURE n WALL MOUNTED FLUORESCENT FIXTURE TRACK LIGHTS F— — -i FLUORESCENT STRIP COVE LIGHTS f --0 FLUORESCENT STRIP UTILITY LIGHTS + RECESSED LOW VOLTAGE DOWN LIGHT + RECESSED WALL WASH DOWN LIGHT RECESSED OR SURFACE MOUNTED DOWN LIGHT wP VAPOR PROOF RECESSED DOWN LIGHT CHANDELIER OR PENDANT FIXTURE WALL SCONCE �WP VAPOR PROOF WALL MOUNTED FIXTURE ® EXIT LIGHT WITH ARROW O SPRINKLER HEAD o LINEAR SUPPLY DIFFUSER 0 LINEAR RETURN REGISTER ® SUPPLY DIFFUSER ® RETURN REGISTER OR GRILLE CEILING FAN GYPSUM CEILING, SOFFIT OF BULKHEAD (provide closure at both sides as required) C.J. D CONTROL JOINT �Elev FINISH CEILING ELEVATION (A.F.F.) 8'-0. REFLECTED CEILING PLAN NOTES: 1. Refer to Electrlcal drawings for fixture types, counts and circuiting. 2. Refer to Mechanical drawings for diffuser and register sizes. J. Sldewall registers, diffusers and sprinkler heads are not shown on Architectural reflected celling plans. 4. Coordlnate Iocatlons of electrical, mechanical and fire protection devices with Archltecturalreflected celling plans. Project No. 09002.00 I A2,92 © 2009 BH/PK Architects, Inc. 4/?41?009 9a/:35 AM ...\MOR-IP 0AK:S\rd\A9-P rrn_dnn N u N N 0 r-) O N EN 9 Phase 1 . Phase ll NORTH WALL FINISHES PLAN I/8 , = 1'-0" NORTH FLOOR FINISH SPECIFICATIONS Vinyl Floor 2 VCT - The Mohawk Group Stonewalk Tundra White STN-810 VCT - The Mohawk Croup Stonewalk Shale Taupe STN-842 Alternate #1 Vinyl Plank Floor -6 x 48 Estrle WP=007 18 X IS Vinyl floor Estrie - Lin 22 Linalre soft beige Estrle - Lin 27 Llnalre shell Porcelain Tile Lobby Crossville Ceramics Empire Series VS84 Laurel Green 20 x 20 Toilets Crossville Ceramlce Emplte Series VS84 Laurel Green 7 x 7 Grout to match file Carpet Monterey 56059 Zen Carden 00863 Vinyl Base Sillouette - Burke Colonial Base 4 f4" Art Deco Brown 502 Cove - 4" Burke Mercer 502 Brown WALL FINISH SPECIFICATIONS Palnt PI - Match Color Wheel CL2921W Salt Marsh P2 - Sherwin Willams Tin Ceiling SWO091 P3 - Sherwin Williams Underseas SW6214 Palnt Door frames P2 Stain door to match existing Plastic laminate Nurse station Front and cabinets - Formica 6934-43 Mokka Figured Mahogany Counter top- Nevamar Lunarla Shadow LU6001T Transaction counter and accent squares - Corion Matterhorn Reveals - Brushed aluminum Existing cabinets and relocated cabinets Existing base cabinets to remain New counter tops - Nevamar Lunaria Shadow LU6001T New Cabinets Base cabinets - Formica 3504-58 Teal Solldz Counter tops - Nevamor Lunarlo Shadow LU6001T Wall the Crossville Ceramlce Empire Series 7 x 7 VS77 Parisian White i x I VS77 Parisian White Refer to sheet A2.3 for locations Grout to match file Project No. 09002.00 A2-3 © 2009 BH/PK Architects, Inc. 412412009 9,10;31 AM ...\cd\A2-3 fTnishes.dgn _- __ I —1—T_1 I I - r RECEPTION 102 s X-RAY 118 P-0' 1'-f7' �1 rs NURSE STATION Q�10 3� 1=P-QflRefer 181A3.O for remainder of notes 412412009 8:35.54 AM ...\cd\A3-0 cabinets.dgn ,ram -- Gypsum board soffit Secutlty Grille Cornell Open Curtain Grille Model ESGIO with lock or equal Plastic laminate Aluminum reveal 6' x 6' Solid surface accent square Lead lined t- metal frame Leaded glas window Pull out key board tray zo 0 Ln co N 2 CHECK OUT 104 �J-�4 T CONTROL T ECHS 120 �3-V4 = 0ff Solid surface transaction counter 6 X 6 Solid surface accent Brushed aluminum c reveal Solid surface base 4'-53/" L r3 NURSE 140 3 CHECK OUT 104 �,3-V4ff = r,_Q,f Existing window� 2'-O' 3'-4%8" 3'-4% 4'-7' 8 CONTROL T ECHS 120 �3OV4" = r,_Q 14 NURSE 140 �J-V4" _ /,_Q" 'ull out keyboard tray istic laminate on 3/' plywood 6' solid surface trim rT CHECK OUT �J-3�" _ /'-Q" Refer 181A3.0 for remainder of notes C\ 3-8' 3-0' Pull out key board tray typical File drawers with metal hangers and locks Undercounter light fixture Grab Toilet holder 0 'v- 0 N 1-6' 8'-i V4' 1'-6' 4 RECEPTION 102 �3-�9„ _ /,_Qf, 9 ULTRASOUND 122 r5 TOILET ROOMS �J-V4„ _ /,-Qn ;oustical ceiling oard soffit ds secured to above le Curtain Grille with lock and all as per recomendotoins transaction counter rushed aluminum reveal, 'pical x wood framing 11 out keyboard tray istic laminate on 3/' plywood 6' solid surfaceent Ild surface base r8 RECEPTION A3.0 5141, = 1'-Q' Refer to 161 A3.0 for the remainder of dimensions Plastic laminate ,Iosure panel Paper towel dispenser, typ. Soap dispenser, typ. penser Nei and X I Tile Crossville Ceramics 1S77 Parisian White 1 Upholstered cushion Plastic laminate 5 DRESS 108 0 9'-/O%2' 7 x 7 Tile Crossville Ceramics VS77 Parisian White ro EXAM *12 - 200 �3O%4" _ /'-Q" a 22 SECTION AT CONTROL �—Suspended acoustical file ceiling. Wall construction as Height as shown on Interior Elevatlons noted on the drawing Plastic laminate closure panel to wall blocking (Typical) 3/4' plywood construction Adjustable shelves 5mm holes, / I/4" o c. Melamine covered interiors, Plastic laminate - Exteriors (Typical) with locking clips Undercounter light fixture Note: Shim cabinets as required by uneven wall, construction level and plumb Full overt door cabinet design g .01 (2) hinges per door - Size cabinets as shown INSIDE CLEAR and noted on the Drawings Wall construction as noted on the drawing 4" hlgh plastic laminate back and side splash sealed to wall with clear sealant Securely anchor cabinets 2'-I' 3/4" plll ood countertop with 3/4' lywood built-up to wall blocking (Typical) subbase plastic laminate on all exposed surfaces — — — — — — — — — — - _ Wire pulls, typical all cabinets Drawer "%' Melamine sides pnd back; 4� sub -front: /4' Melamine housed bottom 3/4' plywood construction Melamine covered Interiors, Plastic laminate - Exteriors (Typical) All base cabinets that require shelving are to be metal standards with locking clips (Typical) Full overlay door cabinet design (2) hinges per door Shim cabinets as required by uneven wall and floor 4' toe space with base construction level and plumb r9 TYPICAL CABINET �3.34" _ l'-0' Provide locks on sink cabinets. rr NURSE 174 A3.0 14 N = /,_0„ '-aded glass ad lined hollow ,tal frame Caulk stic laminate on 74' plywood fl out key board tray Gypsum board w1th///6' d lining on X-ray side Metal studs at P on center ' Gypsum board NOTE: CONTRACTOR TO VERIFY INTEGRITY OF THE CABINETS BEING RELOCATED. REPLACE EXISTING PULL AND HINGES THAT ARE DAMAGED OR NOT IN GOOD WORKING ORDER.IR PLASTIC LAMINATE ON CABINETS IS DAMAGED CONTRACTOR TO REPAIR. -48high plastic laminate back and side splash sealed to the wall with clear sealant 3/4" plyywwood countertop with 3/4' Iywood built-up subbase plastic laminate on all exposed 2' I° surfaces �Y Drawer bad : 5/8' Melamine sides and back; 3y/4'sub-front: 1/4' Melamine housed bottom ---------- Wire pulls, typical all cabinets 3/4' plywood construction Melamine covered Interiors, zz Plastic laminate - Exteriors (Typical) N - FAll base cabinets that require shelving are to be metal standards with locking clips (Typical) Full overlay door cabinet design 477 2) hinges per door 4' toe space with base Shim cabinets as required by uneven wall and floor 20 FILE CABINET construction level and plumb A3.Q 3f 2r DRESSING A3.0 34" = r,_Qff holstry on 2" use foam shed aluminum wire pull ,tic laminate on 3/' Plywood ver on heavy gage guides Project No. 09002.00 A390 I L, 1:,, 11 1 1 r ri resin r ©2009 BH/PKArchitects, Inc. I Design No, U465 Nonbearing Wall Rating — 1 HR. Existing fire rated membrane PARTITION TYPES L\�Flill frrt\441� Glai N 0 N o N N 0 N :.x o � 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) gals steel, attached to floor and ceiling with fasteners spaced 24 in.. OC max. 2. Steel Studs — Channel shaped, 3-5/8 in, wide (loin), 1-1/4 in. legs, 3/8 in. folded back returns, formed from min No. 25 MSG (min No. 20 MSG when Item 4C is used) gale steel spaced 24 in. OC max. 3. Batts and Blankets* — (Optional) — Mineral wool or glass fiber baits partially or completely tilling stud cavity. See Batts and Blankets (BZ)Z) 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 Ib/ft3. U S GREENFIBER L L C— Cocoon stabilized cellulose insula- tion. 3B. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 3) and Item 3A - Spray applied cellulose insulation material. The fiber is applied with water to interior surfaces in accordance with the ap lica- tion instructions supplied with the product. Applied to completely fill the enclosed cavity. Minimum dry density of 4.3 pounds per cubic ft. NU -WOOL CO INC — Cellulose Insulation 4. Gypsum Board* — 5/8 in. thick, 4 ft wide, attached to steel studs and floor and ceiling track with 1 in. long, Type S steel screws spaced 8 in. OC. along edges of board and 12 in, OC in the field of the board. Joints oriented vertically and staggered can opposite sides of the assembly. When attached to item 6 (resilient channels) or 6A (furring channels), wallboard is screw attached to furring channels with 1 in. long, Type S steel screws spaced 12 in. OC. AMERICAN GYPSUM CO —Types AG-C, AGX-C. BEIJING NEW BUILDING MATERIALS CO LTD —Type DBX-1. BPB AMERICA INC —Types 1, ECIRG, ProRoc 4vpe X, ProRoc Type C. BPB CANADA INC — ProRoc Type C, ProRoc Type X or ProRoc Type Abuse -Resistant. CANADIAN GYPSUM COMPANY —Types AR, C,111-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 LGFC2, LGFC2A, LGFC6, LGFC6A, LGFC-C, LGFC-C/A. NATIONAL GYPSUM CO —Types FSK, FSK-C, FSK-G, FSW-C, FSW G, FSW. PABCO GYPSUM, DIV OF PAP COAST BUILDING PRODUCTS INC —Type PG-C or .l G-{ . SIAM GYPSUM INDUSTRY (SARABURI) CO LTD —Type EX-1 STANDARD GYPSUM L L C —Type SG-C. TEMPLE -INLAND FOREST PRODUCTS CORP —Type TG-C. UNITED STATES GYPSUM CO —Type AR, C, FRX-G, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V —Type AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. 4A. Gypsum Board* -- (As alternate to Item 4) - Nom 5/8 in. thick n�yp- 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 I in. long Type S steel screws spaced 8 in. OC when applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. CANADIAN GYPSUM COMPANY — Types AR, C, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. UNITED STATES GYPSUM CO T ype AR, C, FRX-G, IP-AR, IP-X2, IPC-AR, SCX, SHX, WRC or WRX. USG MEXICO S A DE C V — Type AR, C, IP-AR, IP-X2, IPC- AR, SCX, SHX, WRC or WRX. 4B. Gypsum. Board* — (As an alternate to Items 4 or 4A) — Nom 3/4 in. thick, 4 ft wide, installed as described in Item 4A witli 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, A' -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 galy steel resilient channels spaced vertically max 24 in. OC, flange portion attached to each intersecting stud with 1/2 in. long typpe S-12 panhead steel screws, Not for use with Type FRX gypsum panels. 6A. Steel Framing Members (Not Shown)' — As an alternate to Item 3, furring channels and resilient sound isolation clip as described below: a. Furring Channels — Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to studs_ Channels secured to studs as described in ltem'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 in, and secured together with two self -tapping 46 fram- ing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. b. Steel Framing Members' — Used to attach furring channels (Item a) to studs (Item 1). Clips spaced 48 in. OC., and secured to studs with 1 5/8 in. wafer or hex head Type S steel screw through the center grommet_ Furring channels are friction fitted into clips. PAC INTERNATIONAL INC — Type RSIC-1. *Bearing the UL Classification Mark gypsum board, and studs to the of the fire rated membrane acoustical telling ' gypsum board each side of 3 518' at 1-4' on center enuatlon batts SECTION T HRU ONE HOUR WALL no scale ZF a x birch cap painted x 4 birch trim Anted 3' Gypsum board each side 3YB' metal studs at I'-4' on center SECTION AT LOW WALL 12n=1 —On YF lead lined gypsum board on 3%' metal studs at Y-4' on center Polyethelene Film 15 mil lap 12, at Joints Batt insulation Caulk and seal around existing window SECTION AT WINDOW %' cementltlous file backer board. Thinset ceramic tile. Refer to finish schedule. galvanized metal studs 1'-4' O.C. %' gypsum wallboard, moisture resistant In wet conditions Acoustic attenuation or thermal insulation butt V NON RATED METAL FRAME FOR TILE FINISH TYPE D HEIGHT: If the does not extend full height of wall, backer board transitions to Y8' gypsum wallboard above wainscot. Gypsum board extends to 4' above finish ceiling unless otherwise noted. Refer to elevations and or finish schedule for height of tile. Single layer %' gypsum wallboard with �16 ° lead lining on x-ray side of partition to 7'-0' a.f.f. attached with P type 'S' drywall screws 3Y8' metal studs @ I'A' O.C. Acoustic attenuation or thermal Insulation butt Single layer %' gypsum wallboard on studs attached on control side of partition and above 7'-0' on x-ray side attach with P type 'S' drywall screws NON -RATED LEAD LINED METAL FRAME TYPE E HEIGHT: Gypsum board extends to 4" above flnlsh telling unless otherwise noted. Single layer s/' type 7' gypsum wallboard on each side of stud attached with P type 'S' drywall screws spaced La 8' O.C. along edge of board and i2' O.C. In field of board. Extend and seal partition to underside of rated membrane. Caulk all edges per U.L. descriptions. 3 % " metal studs c 1'-4' O.C. Acoustic attenuation or thermal insulation butt ONE HOUR FIRE RATED METAL FRAME (U.L.'U465) TYPE A NOTE: Seal partition tight to the underside of the fire rated membrane Single layer %' gypsum wallboard on each side of stud attached with I' type 'S' drywall screws 3%' metal studs -0 I'-4' O.C. Acoustic attenuation or thermal Insulation bait d- B % NON -RATED METAL FRAME TYPE B HEIGHT: Gypsum board extends to 4' above finish ceiling unless otherwise noted. Single layer %' moisture resistant gypsum wallboard on wet sides) of stud attached with P type 'S' drywall screws -- 3%' galvanized metal studs @ I'A' O.C. Acoustic attenuation or thermal insulation bott C NON -RATED METAL FRAME %" G sum board v INTERIOR WET CONDITIONS 8 Gyp TYPE C HEIGHT: Gypsum board extends to 4" above flnlsh. ceiling unless otherwise noted. PARTITION NOTES All fire rated assemblies are to be continuous extending up to and sealed to the fire rated membrane. 03 �4O�2n_l,_On Stencil all fire rated partitions above ceilings with appropriate warnings. Indicate intersections or changes In direction of rated construction steneiling not -to -exceed 20'-0' on center. 0 412412009 8:35:/3 AM ...\cd\A4-0 detalls.dgn Project No. 09002.00 A400 © 2009 BH/PK Architects, Inc. wlp�o &JON Project No. 09002.00 A5.0 © 2009 BH/PK Architects, Inc. SYSTEM AIFLOWS SYSTEM EXISTING SUPPLY EXISTING RETURN EXISTING OA EXISTING EXHAUST NEW SUPPLY NEW RETURN NEW OA NEW EXHAUST AC-113 1200 1050 150 1330 1130 200 AC-26 2000 1700 300 2000 1700 300 AC-1-HP 1550 825 725 1550 775 775 AC-2 3600 2850 750 3120 2335 785 AC-5 1550 1375 175 1110 935 175 AC-6 1850 1675 175 1850 1675 175 EF-1B 600 350 EF-2 (AC-5) 350 350 EF-2 (AC-2) 750 450 EF-1-HP 725 625 HVAC LEGEND SUPPLY DUCTWORK RETURN OR EXHAUST DUCTWORK FD FIRE DAMPER F/SD �- COMBINATION FIRE & SMOKE DAMPER 340 SUPPLY DIFFUSER & AIR QUANTITY 120 R. RETURN GRILLE & AIR QUANTITY 160 E. EXHAUST GRILLE & AIR QUANTITY OT THERMOSTAT HO HUMIDISTAT ELECTRIC DUCT HEATER Space Area Sq. Ceiling Volume AIA ACH AIA CFM AIA OA OA by ACH Design Design Design Balance Relative o p Ft. Ht. Ft. Cu. Ft. ACH Supply Return Exhaust Pressure /o OA CFM PHASE 1 AC-6 EF-2 PHYSICIAN'S OFFICE 145 9.0 1305 6 T4 2 �44 300 300 0-;€1 PHYSICIAN'S OFFICE 121 9.0 �089 6 1& 277756 275 275 0 EXAM #4 127 9.0 1`143 6 1,. 2 38' 280 280 0 fl. EXAM #5 170 9.0 'fi;530' 6 1 _ 2 ..:: 51, 450 450 0 = fl EXAM #6/CAST ROOM 234 9.01106' 6 20 2 a70 370 370 0� 0 CORRIDOR 9.0 0 2 `-3 0 : , 0175 0 - 175 Totals 79 7 `t39 18Ci: " ; . 1675 1.75 PHASE 1 AC-5 EF-2 STAGE 74 9.066 6 2 2 100 100 0 EXAM #3 174 9.0 1 a66 6 . ' 2 52.' 200 200 0 EXAM #2 #2 125 9.0 2 V 88 155 155 0 0 . EXAM #1 152 9.0 1368 6 137 2 46 155 155 0 0 NURSE STATION/CORRIDOR 9.0 0 2 0 0 _, _ ; 0, 325 150 25 OFFICE 158 9.0 1422 6 2 175 175 0 Totals 683 6` Z05 11 `I O .': 935 25 150 15. ° PHASE 1 AC-2 EF-2 TOILET 75 9.0 10 11-3 0 0 0 0 0 PHYSICIAN'S OFFICE 104 9.0 �36 6 94 2 31 250 250 0 PHYSICIAN'S OFFICE 105 9.0 ."_45 6 95 2 `32 250 250 0.fl TOILET 46 9.0t.414 10 _60' 0 z".. .0 0 0 100 0 _ EXAM#6 119 9.0 T71 - 6 1,07 2 06_ 10 120 0 0 EXAM #4 109 9.0 =J8I - 6 2 33 120 120 0 0 - - EXAM #5 112 9.0 1008 6 `101 2 34 120 120 0 0 - _a TOILET 46 9.014� 10 69 0 0 0 0 100 =100 DATA 78 9.0fl2 6 7 2 . 23 300 300 0 OFFICE 92 9.0 8,28 6 2 100 100 0 EQUIPMENT 150 9.0350' 6 T 2_ 45 150 150 0{1`' ' TOILET 52 9.0468 10 0 .. 0` 0 0 100 BREAK 145 9.0 1605 6 13fi 2 4 250 0 0 EXAM #1/CAST 151 9.0 1359' 6 136 2 45 160 160 0 tl EXAM #2 115 9.04035 6 104 2_ 35 160 160 0 EXAM #3 110 9.0 990 6 :99 2 3 160 160 03r. - ELECTRICAL 73 9.0 657 6 2 22 85 0 0 BIO 17 9.0 53 1 Q :> 26' 0 0 0 0 75 �7.. UC 17 9.0 53 10 0 a 0- 0 0 - 75 r7 NURSE STATION/CORRIDOR 9.0 0= 2 `3' 0_ 0' 895 445 0 0= . Totals 1 16' 1695 439 31�D 2335 450 335 ; 2 _. PHASE 1 AC-1 B EF-1 B EXISTING 9.0 _ 0` 6 �0 2 �0- 180 180 0 ULTRASOUND 196 9.0 1764 6 ' 176 2 59: 250 250 0 €� CONTROLS 202 9.0 18`8 6 _ 132' 2 .. 61' 250 250 0 X-RAY 269 9.0421 6 ` 242 2 81' 450 450 0 ' Q CORRIDOR 9.0 �� 0 2 0 0" 0 200 0 0 Zt10Aw TOILET 63 9.0 67; 10 95 0 SOILED HOLD 65 9.0 E«85 =10 98 00 0 0 100 Totals %9 792_00. 10 110 200 15.04°1 - . PHASE 1 AC-1-HP EF-1-HP WAITING 852 9.0 7668 6. 7Vl 2 256 1050 275 550 RECEPTION 219 9.07:1 6', 7 2 Y 66 250 250 0 TOILET 41 9.0 369 10, 0 0 0 756 . DRESS 64 9.0 6' 6 2 50 50 0 CORRIDOR 9.00 2 _ _ . 0 0 200 200 0 Totals 1. tI I E3f =41 155f 775 = 65 1-50 CItI DUCTWORK R. RISE IN DUCTWORK D. DROP IN DUCTWORK CONICAL TEE CONN. - BELLMOUTH CONN. TURNING VANES IN ELBOW MVD MANUAL VOL, DAMPER VFD VARIABLE FREQUENCY DRIVE ML MARINE LIGHT AD ACCESS DOOR ® SUPPLY DIFFUSER TAG #0 RETURN/EXHAUST GRILLE TAG RETURN/EXHAUST GRILLES GRILLE # EXISTING LOCATION SIZE EXISTING CFM NEW LOCATION EXISTING CFM 1 CLER. 8x8 100R TOILET 100E 2 AD. ASST. 10x10 270R COR. 215R 3 MED. SUP 8x8 105R STORAGE 10OR 4 BUSINESS OFFICE 10x10 1245R RECEPTION 250R 5 CHECK OUT 12x12 345R DATA 30OR 6 COR. 6x6 70R DRESS 50R 7 EXAM 3 8x8 180R OFICE 10OR 8 EXAM 4 8x8 18OR EQUIP. 15OR 9 COR. 12x12 335R LOBBY 275E 10 TOILET 8x8 150E TOILET 100E 11 TOILET 8x8 175E TOILET 100E 12 TOILET 8x8 150E TOILET 100E 13 JAN. 6x6 75E JAN. CLOS 75E 14 SPEC. 6x6 75E TOILET 75E 15 COR. 12x12 395E EXAM #6/CAST 420R 16 COR. 12x 12 320 E LOBBY 275E- 17 SUPERVISER 8x8 155R COR. 150R STOR. 6x6 25R EXAM 1 8x8 120R LAB 6x6 75R EXAM 2 8x8 18OR EXAM 1 8x8 180R WAITING 8x8 150R WAITING 18x12 535R COR. 24x24 700R STOR. 8x8 125R BIO. 6x6 25E TOILET 8x8 175E ELEC. 8x8 85E GRILLES TO BE RELOCATED ARE DESIGNATED AS O ELECTRIC DUCT HEATER SCHEDULE VERIFY ALL EXISTING ELECTRIC DUCT HEATERS ARE OPERATIONAL. REPLACE AS REQUIRED. QTY. IDENT. CFM KW STEPS VOLTAGE REMARKS 1 EDH-3 250 3 2 208/3/60 SUPPLY DIFFUSERS DIFFUSER # EXISTING LOCATION SIZE EXISTING CFM NEW LOCATION EXISTING CFM 1 COR. 6" 50 COR. 50 2 COR. 6" 90 COR. 75 3 MED. SUP. 8" 105 STORAGE 100 4 SENIOR'S ACTIVITY 10" 250 DATA 300 5 SENIOR'S ACTIVITY 10" 250 LOBBY 225 6 SENIOR'S ACTIVITY 10" 250 LOBBY 225 7 BUSINESS OFFICE 8" 125 COR. 100 8 BUSINESS OFFICE 8" 120 COR. - 100 9 CHECK OUT 6" 75 DRESS 50 10 WAITING 101, 345 LOBBY 225 11 EXAM 1 8" 120 NURSESTATION 100 12 COR. 8" 150 COR. 100 13 EXAM 3 8" 180 OFFICE 100 14 EXAM 4 8" 180 EQUIP. 150 15 EXAM 2 8" 180 BREAK 125 16 EXAM 1 8" 180 BREAK 125 17 CLER. 8" 150 COR. 100 18 COR. 8" 115 COR. 100 19 COR. 8" 115 R. 100 20 WORK` 8" 195 COR. 100 21 STOR. 8" 125 COR. 100 22 COR. 8" 200 LOBBY 150 23 COR. 8" 200 RECEPTION 125 24 COR. 8" 200 RECEPTION 125 25 LOBBY 1011225 LOBBY 225 26 LAB 6" 75 LINEN 50 CLER. 101, 275 AD. ASST. 10" 270 STOR. 6" 25 CLEAN 6" 40 LAB 6„ 75 WAITING 8" 190 WAITING 8" 195 TOILET 101, 300 TOILET 10" 300 WAITING 101, 300 CAREGIVER WKRM 10" 265 DIFFUSERS TO BE RELOCATED ARE DESIGNATED AS REGISTER GRILLE & DIFFUSER SCHEDULE SIZES ARE BY THIS SCHEDULE UNLESS NOTED OTHERWISE. DIFFUSERS ARE CONTRACTOR SHALL RE -USE EXISTING GRILLES/DIFFUSERS AS SHOWN ON DRAWINGS. 4-WAY BLOW UNLESS NOTED AS 3-WAY 3-W OR 2-WAY (2-W), GO TO NEXT LARGER NECK SIZE FOR 2-W OR 3-W DI FUS RS. A. CLEAN EXISTING GRILLES/DIFFUSERS, IF DAMAGED REPLACE GRILLE/DIFFUSER. UNLESS NOTED OTHERWISE ALL DIFFUSERS IN THE SAME SPACE SHALL BE THE B. VERIFY GRILLE/ DIFFUSERS MATCH IN EACH ROOM, IF NOT, REPLACE THE GRILLE/DIFFUSER. SAME SIZE REGARDLESS OF CFM, USING LARGEST SIZE FROM TABLE BELOW. ALL DIFFUSERS IN THE SAME CORRIDOR SHALL BE THE SAME SIZE. C. IF NC VALUE IS TOO HIGH IN NEW LOCATION, REPLACE GRILLE/DIFFUSER RETURN AND EXHAUST GRILLES ARE BASED ON 450 FP M & 72 b FREE AREA (BASED ON 1/2" EGG -CRATE GRILLES). USE RETURN/EXHAUST REGISTER AND DIFFUSER WITH O.B,D. IN DRYWALL OR INACCESSABLE CEILINGS. * BRANCH DUCT AND OPTIONAL BRANCH DUCT SIZES ARE BY THIS SCHEDULE UNLESS USE RETURN/EXHAUST GRILLES AND DIFFUSERS WITHOUT O.B.D. IN LAY -IN OR ACCESSIBLE CEILINGS. OTHERWISE SPECIFICALLY NOTED ON FLOOR PLANS. INSTALL M.V.D. IN BRANCH DUCTS, INSTALL SPIN -IN FITTINGS (WITHOUT SCOOPS) WITH M.V.D. IN ALL OPTIONAL BRANCH DUCTS. SEE BRANCH DUCT CONNECTION DETAILS FOR SPECIFIC REQUIREMENTS. CEILING DIFFUSERS RETURN / EXHAUST REGISTERS & GRILLES CFM RANGE BRANCH UCT SIZE OPTIONAL BRANCH DUCT SIZE * NECK SIZE CFM RANGE BRANCH *CT SIZE OPTIONAL BRANCH DUCT SIZE * FACE SIZE UP TO 150 10x6 8111) 6110 0 - 80 8x6 6110 6x6 151- 280 12x6 10110 811 0 81- 140 10x6 8110 8x8 281 -435 148 12110 10110 141- 220 12x6 10110 10x10 436-630 16x8 12110 12110 221-320 148 10"0 12x12 321 -480 26x6 OR 18x8 121 18x12 481 - 730 20x10 --- 18x18 731 -950 20x12 OR 26x10 --- 2418 951-1300 28x10 --- 2424 1301- 2000 26x14 OR 38x10 --- 36x24 2001 -2800 5410 OR 26x18 --- 48x24 HVAC SHEET INDEX SHEET NO, SHEET TITLE M0.1 SCHEDULES, LEGEND, AND INDEX M0.2 DETAILS M2.1 FIRST FLOOR HVAC PLAN - DEMOLITION M3.1 FIRST FLOOR HVAC PLAN - NEW CONSTRUCTION Project No. 09002.00 M0011 $DATE$ $TIME$ $FILEA$ © 2009 BH/PK Architects, Inc.I ELECTRIC BOOSTER COIL SEE SCHEDULE FOR FLANGED OR SLIP -IN MOUNTING ---� MIN. 4 FT. STRAIGHT DUCT UPSTREAM & DOWNSTREAM OF DUCT REHEAT COIL —r AIR FLOW TERMINAL' BOX i 12x12 MIN. SIZE ACCESS PANEL BOTTOM OR SIDE MIN. 3'-6" WORKING CLEARANCE TO SERVICE TERMINAL BOX AND COILS DUCT MOUNTED ELECTRIC REHEAT COIL 300 "TAP -OUT" EITHER SIDE OF DUCT. BOTTOM OR TOP "TAP -OUT" ARE NOT ALLOWED FLEXIBLE DUCT 3' MIN., 6' MAX. MAIN SUPPLY RETURN OR EXHAUST DUCT TYPICAL MANUAL VOLUME DAMPER o =_ _- SUPPLY DUCT � _ ^ 45 SPIN -IN FITTING WITH MANUAL VOLUME DAMPER (NO EXTRACTOR USED) L\A L -- ,-----SECURING STRAP o PANDUIT (OR EQUAL) L SHEET METAL o SCREW (TYPICAL) ° USE THIS WITH RECTANGULAR DUCT TAKEOFF -SMACNA 45c) ENTRY FITTING: L= 1/4 W, (4" MIN.) (MAY ALSO BE PARALLEL FLOW FITTING) CEILING SUPPLY DIFFUSER WITH INSULATED BACK PANEL * = BRANCH TO INDIVIDUAL DIFFUSER OR GRILLE SUBMAIN, BRANCHMAIN , OR BRANCH. NOTE FOLLOW MFR'S INSTRUCTIONS FOR INSTALLATION OF SUPPLY DIFFUSER IN CEILING DUCTWORK CONNECTION TO SUPPLY DIFFUSER (FLEX DUCT) SPIN -IN FITTING WITH MANUAL VOLUME DAMPER (NO EXTRACTOR USED) FLEXIBLE DUCT RETURN/ EXHAUST DUCT MIN 3' MAX 6' FLEX DUCT �® �' - ^ SEE GRILLE SCHEDULE FOR RUN -OUT SIZE c� SECURING STRAP PANDUIT (OR EQUAL) _ --- 6" MIN. VOLUME DAMPER REQUIRED WHERE DAMPER AT DUCT — BRANCH IS INACCESSIBLE. DUCTWORK CONNECTION TO RETURN/EXHAUST GRILLE (FLEX DUCT) SPIN -IN FITTING WITH MANUAL VOLUME DAMPER USE THIS WITH ROUND DUCT TAKEOFF'S LOW PRESSURE DUCT VOLUME DAMPER REQUIREMENTS NOTE: TAP OUT EITHER SIDE OF DUCT. TOP OR BOTTOM TAPS ARE NOT ACCEPTABLE. 3' MIN. - DUCT CONNECTION SAME SIZE AS FACE OF GRILLE RETURN/ EXHAUST DUCT MANUAL VOLUME DAMPER AT RUN -OUT CONNECTION TO MAIN DUCT. Project No. 09002.00 $DATE$ $TIME$ $FILEA$ M002 © 2009 BHIPE Architects, Inc. DEMOLITION NOTES: 24x'LB OA INTAKE��� LOUVER kfMN Bland CF � 1• CONTRACTOR SHALL FIELD VERIFY THAT ALL EXISTING EQUIPMENT, AIR HANDLERS, EXHAUST FANS, AND ELECTRIC DUCT HEATERS ARE IN WORKING ORDER. VERIFY THAT SECONDARY DRAIN PAN FLOAT SWITCH IS OPERATIONAL. IF NOT WORKING PROPERLY, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. CONTRACTOR SHALL CLEAN EXISTING AIR HANDLERS AND REPLACE FILTERS. 2. CONTRACTOR SHALL FIELD VERIFY THAT ALL EXHAUST FANS ARE INTERLOCKED WITH THE AIR HANDLERS AND THAT THE AIR HANDLERS ARE INTERLOCKED WITH THE FIRE ALARM SYSTEM. IF THE SYSTEMS ARE NOT INTERCONNECTED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER. 3. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING SUPPLY AND RETURN SMOKE DETECTORS, SERVING THE RENOVATED AREAS. ALL EXISTING DUCT MOUNTED SMOKE DETECTORS SHALL BE CLEANED AND TESTED IN PLACE IN ACCORDANCE WITH THE SMOKE DETECTOR MANUFACTURER'S INSTRUCTIONS. PROVIDE SAMPLING TUBE EXTENDING THE FULL WIDTH OF THE DUCT. PROVIDE A PRESSURE DIFFERENTIAL TEST AT A MINIMUM AIR VELOCITY OF 500 FPM AND A PRESSURE RANGE OF 0.016 MIN TO 0.99 MAX SENSITIVITY SHALL ALSO BE DETERMINED FOR EACH SMOKE DETECTOR IN ACCORDANCE WITH NFPA-72E. A CERTIFICATION REPORT, SIGNED BY THE INSTALLING CONTRACTOR, SHALL BE SUBMITTED AT THE FINAL INSPECTION LISTING EACH SMOKE DETECTOR AND THE TEST METHOD USED TO OBTAIN THE MANUFACTURER'S CALIBRATED SENSITIVITY AND PRESSURE DIFFERENTIAL. CONTRACTOR SHALL PROVIDE BAKELITE NAMEPLATE ON CEILING T-BAR NAMING ANY SMOKE DETECTOR LOCATED ABOVE. TAGS SHALL BE WHITE WITH BLACKS LETTERS. 4. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL EXISTING DIFFERENTIAL PRESSURE GAUGES FOR ALL FILTER SECTIONS. CONTRACTOR SHALL VERIFY THAT ALL GAUGES ARE IN WORKING ORDER. 1 OA INTAKE A KE LOUVER FIRST FLOOR HVAC PLAN - DEMOLITION 0' 2' 4' 8' 16, 24' ----- -- . 5. CONTRACTOR SHALL VERIFY EXISTING FIRE/SMOKE AND/OR SMOKE DAMPERS ARE INTERLOCKED WITH AIR HANDLING SYSTEM / FIRE ALARM SYSTEM. 6• CONTRACTOR SHALL VERIFY THAT TWO POSITION OUTSIDE AIR DAMPERS ARE IN WORKING ORDER. NOTIFY ENGINEER IF NOT WORKING PROPERLY. VERIFY ALL PENETRATIONS (OUTSIDE AIR INTAKES AND EXHAUST) ARE PROPERLY SEALED. 7. CONTRACTOR SHALL VERIFY THAT THERMOSTATS ARE WORKING PROPERLY. AIR HANDLER THERMOSTATS SHALL BE PROGRAMMABLE. IF NOT IN WORKING ORDER, REPLACE THERMOSTATS. 8. PRE -TESTING OF THE EXISTING SHALL BE COMPLETED PRIOR TO STARTING DEMOLITION. THE CONTRACTOR SHALL RECORD THE EXISTING AIR QUANTITIES OF ALL PRE -TEST POINTS, PLUS THE FOLLOWING: 1. TEST POINTS LABELLED ©# 2. CONTRACTOR SHALL VERIFY EXISTING ELECTRIC DUCT HEATERS ARE IN PROPER OPERATING CONDITIONS; ALL DAMPERS, MOTORS, THERMOSTATS, CONTROLS ARE IN GOOD WORKING ORDER. 9. CONTRACTOR SHALL RECORD ALL NECESSARY INFORMATION (NOTED LOCATIONS ARE MINIMUM) TO ALLOW THE REBALANCING OF THE EXISTING AREAS AT THE END OF THE OVERALL COMPLETION. % 18xl3 OA INTAKE LOUVER 12xl2 OA ITS {. LOUVER (150 CFM) DEMOLITION KEY NOTES: EXISTING GRILLES TO BE RELOCATED TO COORDINATE WITH NEW CEILING GRID. EXTEND DUCTWORK TO CONNECT TO NEW LOCATION AS SHOWN ON SHEET M3.1. OEXISTING RESIDENTIAL CEILING MOUNTED EXHAUST FAN TO BE REMOVED. DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED +—� DEMO TO THIS POINT Project No. 09002.00 M2*1 © 2009 BHIPK Architects, Inc. $DATE$ $TIME$ $FILEA$ NEW CONSTRUCTION NOTES: OMMONA01 2lS CA INTAKE LOUVER 7 50 CFMI, Fx2 A INTAKE LOUVER I FIRST FLOOR HVAC PLAN - NEW CONSTRUCTION 0' 2' 4' 8' 16' 2 4' 1• DRAWINGS ARE SCHEMATIC IN NATURE. DO NOT SCALE OFF THE DRAWING. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE EXACT ROUTING OF ALL SERVICES WITH EXISTING CONDITIONS AND WITH ALL OTHER TRADES. 2. IF NO SIZE IS SHOWN FOR BRANCH DUCT SERVING CEILING AIR DEVICES REFER TO REGISTER, GRILLE AND DIFFUSER SCHEDULE ON THIS SHEET OR SCHEDULE SHEET FOR SIZE. 3. CONTRACTOR SHALL MAINTAIN CLEARANCE FOR ACCESS TO ELECTRIC DUCT HEATERS. 4. REFER TO ELECTRICAL AND PLUMBING DRAWINGS FOR COORDINATION WITH THIS DRAWING. REM LOUVER 0 CF I') 2! 2 CA IN I AE LOUVER (" 0 FM NEW CONSTRUCTION KEY NOTES: Oi RELOCATE EXISTING GRILLES TO NEW LOCATION SHOWN. O RELOCATE EXISTING ELECTRIC DUCT HEATER. O3 INSTALL NEW ELECTRIC DUCT HEATER. O4 EXISTING AC-lB, AC-2B, AC-1-HP, AC-5, AC-6: VERIFY EXISTING AHU SUPPLY FAN RUNS CONTINUOUSLY DURING OCCUPIED HOURS. VERIFY EXISTING THERMOSTAT IS A 7 DAY PROGRAMMABLE THERMOSTAT AND OPERATES PROPERLY. IF NOT, PROVIDE A NEW 7 DAY PROGRAMMABLE THERMOSTAT FOR AHU. VERIFY EXISTING AHU HAS HUMIDISTAT TO MAINTAIN SPACE HUMIDITY BELOW 60% (ADJUSTABLE) AND THE EXISTING DEHUMIDIFICATION SEQUENCE OPERATES PROPERLY. IF REQUIRED, PROVIDE A HUMIDSTAT TO MAINTAIN SPACE HUMIDITY BELOW 60% (ADJUSTABLE). LOCATE HUMIDISTAT NEXT TO THE THERMOSTAT. O EXISTING AC-2: VERIFY EXISTING AC-2 SUPPLY FAN RUNS CONTINUOUSLY DURING OCCUPIED HOURS. VERIFY EXISTING THERMOSTAT IS A 7 DAY PROGRAMMABLE THERMOSTAT AND OPERATES PROPERLY. IF NOT, PROVIDE A NEW 7 DAY PROGRAMMABLE THERMOSTAT FOR AC-2. VERIFY EXISTING AC-2 HAS HUMIDISTAT TO CONTROL THE EXISTING HOT GAS REHEAT AND THE EXISTING DEHUMIDIFICATION SEQUENCE OPERATES PROPERLY. IF REQUIRED, PROVIDE A HUMIDISTAT TO MAINTAIN SPACE HUMIDITY BELOW 60% RH (ADJUSTABLE). LOCATE HUMIDISTAT NEXT TO THE THERMOSTAT. �6 REBALANCE GRILLE TO NEW AIRFLOW SHOWN. O RELOCATE EXISTING THERMOSTAT. NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION -� CONNECT TO EXIST. AT THIS POINT Project No. 09002.00 M301 © 2009BHIPKArchitects, Inc. $DATE$ $TIME$ �PFILEA$ HANGER ROD. PROVIDE A SECTION OF HIGH COMPRESSION STRENGTH INSULATION AT EACH HANGER POINT. INSULATION MAY BE HALF ROUND OR FULL ROUND AND EXTEND 2" BEYOND GALVANIZED SHIELD EACH WAY. -------------------- WATER PIPING HANGER THERMAL EXPANSION TANK SUPPORTED FROM STRUCTURE OR ON FLOOR VACUUM RELIEF VALVE CHECK VALVE (TYP) HOT WATER 3 RECIRC PUMP. SEE & DETAIL SCHEDULE 4" HIGH GPILV r%IYLLLU PAN W/ DRAIN. ELECTRIC WATER HEATER GALVANIZED SHIELD UNISTRUT CHANNEL CUTOFF VALVE (TYP) -THERMOMETER -UNION (TYP) DRAIN LINE, PIPE FULL SIZE TO FLOOR DRAIN 197► IPE SL PRESS. SIZE TO #IN VE WATER HEATER SCHEDULE SYSTEM TYPE NO REQ D MFGR. MODEL N0. EWT LWT STORAGE CAPACITY FLOW B.T.U. REMARKS TANK TYPE E.W.H.-1 ELECT. 1 A.O. SMITH DEN-80 60 110 80 GAL. 63 GPH N/A LIGHT COMMERCIAL DOMESTIC WATER HEATER THERMAL EXPANSION TANK: AMTROL MODEL ST-12-C, 6.4 GAL TOTAL VOLUME, 12" DIA. x 16" TALL. GENERAL PLUMBING NOTES 1. EQUIPMENT AND MATERIALS SPECIFIED AND/OR SHOWN ON DRAWINGS SHALL BE FURNISHED (EXCEPT AS NOTED) COMPLETELY INSTALLED, ADJUSTED, AND SHALL BE LEFT IN A SAFE AND SATISFACTORY OPERATING CONDITION. ALL ACCESSORIES, PARTS, AND CONNECTIONS NECESSARY FOR THE OPERATION OF THE EQUIPMENT SHALL BE FURNISHED AND INSTALLED. 2. ALL MATERIALS, EQUIPMENT, AND APPARATUS SHALL BE NEW, EXCEPT ITEMS THAT ARE CALLED FOR AS BEING REUSED OR FURNISHED BY OTHERS. 3. ALL EXISTING LOCATIONS ARE TAKEN FROM EXISTING DRAWINGS. IT WILL BE WITHIN THE CONTRACTOR'S SCOPE OF WORK TO VERIFY EXISTING SERVICES AND THE EXACT LOCATION OF PIPES, TO MAKE ALL OFFSETS; AND TO ADD NEW PIPING SYSTEMS TO THE EXISTING PIPING SYSTEMS AS PART OF THE PROJECT CONTRACT. 4. CONTRACTOR SHALL CONNECT WATER AND WASTE PIPING TO EQUIPMENT FURNISHED BY THE OWNER OR IN ANOTHER DIVISION OF THIS CONTRACT AS REQUIRED FOR COMPLETE OPERATION. 5. MAKE ALL OFFSETS REQUIRED AS PER JOB CONDITIONS. 6. CONTRACTOR SHALL COORDINATE AT SITE WITH EXISTING STRUCTURE AND OTHER TRADES BEFORE INSTALLATION OF PLUMBING WORK. 7. THE CONTRACTOR SHALL KEEP A SET OF MARKED UP DRAWINGS AS THE JOB PROGRESSES. NO MAJOR CHANGE SHALL BE MADE TO PLUMBING DESIGN/ENGINEERING UNLESS IT HAS BEEN COORDINATED, DRAWN, AND SUBMITTED FOR APPROVAL TO THE ARCHITECT. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING PIPING, FIXTURES OR EQUIPMENT DUE TO NEW CONSTRUCTION AND HE SHALL RESTORE EXISTING WORK TO ITS ORIGINAL CONDITION AT NO COST TO THE OWNER. 9. ALL PLUMBING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2007 EDITION WITH THE 2009 SUPPLIMENTS AS WELL AS LOCAL ORDINANCES AND IN COMPLIANCE WITH THE ENERGY CONSERVATION CODE. 10. CONTRACTOR SHALL FURNISH AND INSTALL SHOCK ABSORBERS ON PIPING SERVING FIXTURES AND EQUIPMENT WITH QUICK CLOSING VALVES. SIZE OF SHOCK ABSORBERS SHALL BE ACCORDING TO PDI STANDARDS. 11. CONTINUITY OF SERVICES: EXISTING BUILDING WILL REMAIN IN USE DURING CONSTRUCTION OPERATIONS. WHEN AN INTERRUPTION OF AN EXISTING SERVICE IS NECESSARY, CONTRACTOR SHALL COORDINATE WITH AUTHORIZED HOSPITAL PERSONNEL BEFORE MAKING THE NECESSARY INTERRUPTION. 12. ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE SLEEVED AND/OR PATCHED AS DIRECTED BY THE SPECIFICATIONS. PATCHING SHALL MATCH EXISTING FINISH. (SEE ARCH. DRAWINGS). 13. CONTRACTOR SHALL PROVIDE TRAP PRIMERS ON ALL NEW FLOOR DRAINS NOT RECEIVING CONSTANT DISCHARGE FROM FIXTURES AND/OR EQUIPMENT, OR AS REQUIRED BY STATE AND LOCAL CODES. 14. ALL VENT TERMINALS SHALL BE A MINIMUM OF 25'-0" AWAY FROM A/C AIR INTAKES, WINDOWS AND DOORS. SWEAT TYPE CONNECTION PRESSURE GAUGE W/ PET COCK (TYP) PIPE FROM SYSTEM BALL VALVE (TYP) SUPPORT PUMP AS REQ'D. FROM WALL OR FLOOR IN -LINE PUMP CIRCULATING M OTO R WALL BRACKETS AS REQUIRED PIPE FROM SYSTEM WATER PUMP SCHEDULE IDENTITY SYSTEM TYPE MANUFACTURER / QTY. FLOW H.P. VOLTAGE REMARKS MODEL NO.G.P.M. ELECTRIC ARMSTRONG 115 DOMESTIC H.W.R.P.-1 IN -LINE ASTRO 1 2 G.P.M. 1/25 -1- H.W. RECIRC.. 25B0505 T 60 PUMP FIXTURE CONNECTION SCHEDULE IDENTITY FIXTURE C. W. H . W. WASTE P-1 WATER CLOSET (PUBLIC - FLOOR MTD. - F.V. - BARRIER FREE) 1" - 4" P-2 LAVATORY (WALL HUNG - BARRIER FREE - PUBLIC) 1/211 1/2" 11/4" P-3 PLASTER INTERCEPTOR -- -- 11/211 P-4 RELOCATED SINGLE COMPARTMENT SINK 1/211 1/2" 11/2" P-5 RELOCATED DOUBLE COMPARTMENT SINK 1/211 1/211 11/211 P-6 SERVICE SINK 1/211 1/211 3" P-7 FLOOR DRAIN (EQUIPMENT ROOMS) -- -- AS NOTED P-8 TRAP PRIMER 1/2" -- -- P-9 RELOCATED DRINKING FOUNTAIN (WALL HUNG - DUAL HEIGHT) 1/2" 1/211 11/411 FIXTURE NOTES: 1. ALL WALL HUNG LAVATORIES SHALL HAVE FLOOR MOUNTED LAVATORY CARRIERS WHICH ARE RATED TO WITHSTAND AN APPLIED VERTICAL MINIMUM LOAD OF 250 LBS. ON FRONT OF THE FIXTURE. 2. PROVIDE NEW STOPS AND "P" TRAPS FOR ALL RELOCATED FIXTURES IF UNABLE TO RE -USE EXISTING. SEE SPECIFICATIONS FOR MFG. AND MODEL NUMBERS. PLUMBING LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION - COLD WATER BALL VALVE -- HOT WATER BALANCING VALVE (B.V.) — --- HOT WATER RECIRCULATION CHECK VALVE (C.V.) — — ®— — COLD WATER (BELOW FLOOR) E2 EXTERIOR CLEANOUT W WASTE OR SOIL PIPING P-1,ETC FIXTURE INDENTIFICATION — — V— — VENT PIPE - CAP ON END OF PIPE CD CONDENSATE DRAIN 19 CONNECTION TO EXISTING 01 PIPE TURNED UP PIPE TURNED DOWN PLUMBING ABBREVIATIONS C.W COLD WATER F.D. FLOOR DRAIN H.W. HOT WATER R.P.B.P. REDUCED PRESS. BACKFLOW PREY. H.W.R. HOT WATER RECIRC A.FF ABOVE FINISHED FLOOR V. VENT B.V. BALANCING VALVE W. WASTE T.P. TRAP PRIMER V.T.R. VENT THRU ROOF E.C.O. -EXTERIOR CLEANOUT C.D. CONDENSATE DRAIN C.O. CLEANOUT ABOVE CEILING E.W.H. ELECTRIC WATER HEATER W.C.O. WALL CLEANOUT H.W.R.P. HOT WATER RECIRC PUMP F.C.O. FLOOR CLEANOUT PLUMBING DEMOLITION NOTES 1) CONTRACTOR SHALL REMOVE INACTIVE EXISTING SERVICES TO FIXTURES AND EQUIPMENT THAT HAS BEEN OR WILL BE REMOVED TO ALLOW FOR THIS NEW CONSTRUCTION. CONTRACTOR SHALL CAP BELOW FLOORS, SO AS NOT TO INTERFERE WITH NEW ARRANGEMENT OF RENOVATED AREA. 2) WHERE EXISTING EQUIPMENT, PLUMBING FIXTURES, AND RELATED ITEMS ARE TO BE REMOVED, CONTRACTOR SHALL SUBMIT COMPLETE LIST TO THE OWNER. ALL ITEMS THAT THE OWNER WISHES TO RTAIN SHALL BE DELIVERED TO BUILDING STORAGE WHERE DIRECTED BY OWNER. ITEMS THAT OWNER DOES NOT WISH TO RETAIN SHALL BE DISPOSED OF LEGALLY. 3) CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED BY HIS WORK. RESTORE FINISHES TO MATCH EXISTING SURFACES IN COLOR, TEXTURE AND APPEARANCE. PLUMBING INDEX SHEET NO. SHEET TITLE P0.1 PLUMBING SCHEDULES, NOTES, LEGENDS, DETAILS AND SHEET INDEX P2.1 UNDERGROUND PLUMBING PLAN - DEMOLITION P2,2 FIRST FLOOR PLUMBING PLAN - DEMOLITION P3.1 UNDERGROUND PLUMBING PLAN - NEW CONSTRUCTION P3.2 FIRST FLOOR PLUMBING PLAN - NEW CONSTRUCTION Project No. 09002.00 Poo 1 $DATE$ $TIME$ $FLEA$ © 2009 BHIPK Architects, NVA-Mr-03 MTNV I.E. = 3,671 h-11 C.W. FROMR.P.E.S.F. I UNDERGROUND PLUMBING PLAN - DEMOLITION 0' 2' 48' 16' 2 4' DEMOLITION KEY NOTES: O1 REMOVE VERTICAL PORTION OF WASTE PIPING AND CAP FLUSH WITH FLOOR. �2 REMOVE UNDERGROUND WASTE PIPING BACK TO THIS POINT AND CAP. DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED �•- DEMO TO THIS POINT Project No. 09002.00 P20 1 $DATE$ $TIME$ $FILEU © 2009BH/PKArchitects, FOP FROM BELOW -- FIRST FLOOR PLUMBING PLAN - DEMOLITION 0' 2' 4' 8' 16' 2 4' DEMOLITION KEY NOTES: OREMOVE EXISTING PLUMBING FIXTURE & RELATED PIPING, CAP OR PLUG EXISTING SERVICES ABOVE CEILING & BELOW FLOOR AS REQUIRED. PLUG WASTE PIPING AS CLOSE TO MAIN AS POSSIBLE TO AVOID DEAD ENDS. TURN FIXTURE OVER TO OWNER. OREMOVE AND RELOCATE EXISTING PLUMBING FIXTURE, AND ASSOCIATED TRIM TO LOCATION SHOWN ON NEW CONSTRUCTION PLANS. CAP OR PLUG EXISTING SERVICES ABOVE CEILING & BELOW FLOOR AS SHOWN. PLUG WASTE PIPING AS CLOSE TO MAIN AS POSSIBLE TO AVOID DEAD ENDS. O REMOVE AND RELOCATE EXISTING PLUMBING FIXTURE, AND ASSOCIATED TRIM TO LOCATION SHOWN ON NEW CONSTRUCTION PLANS. REMOVE EXISTING WASTE BACK TO POINT INDICATED ON SH. P2.1, CAP EXISTING WATER PIPING FLUSH WITH WALL. REMOVE AND RELOCATE EXISTING PLUMBING FIXTURE, AND ASSOCIATED TRIM TO LOCATION SHOWN ON NEW CONSTRUCTION PLANS. PLUG EXISTING WASTE FLUSH WITH WALL AND REMOVE EXISTING WATER PIPING BACK TO POINT INDICATED. OREMOVE EXISTING FLOOR DRAIN & RELATED PIPING, PLUG EXISTING WASTE PIPING AS CLOSE TO MAIN AS POSSIBLE TO AVOID DEAD ENDS. �6 REMOVE AND DISPOSE OF EXISTING WATER HEATER AND RELATED PIPING. OREMOVE AND RELOCATE EXISTING HOT WATER RECIRC. PUMP TO LOCATION SHOWN ON NEW CONSTRUCTION PLANS. OEXISTING PLUMBING FIXTURE TO REMAIN. OCAP EXISTING PIPING ABOVE CEILING. 10 REMOVE AND RELOCATE EXISTING PLUMBING FIXTURE, AND ASSOCIATED TRIM TO LOCATION SHOWN ON NEW CONSTRUCTION PLANS. REMOVE EXISTING WASTE BACK TO POINT INDICATED ON SH. P2.1, REMOVE EXISTING C..W. PIPING BACK TO POINT INDICATED AND CAP ABOVE CEILING. CAP EXISTING H.W. FLUSH WITH WALL FOR FUTURE RECONNECTION. DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED DEMO TO THIS POINT Project No. 09002.00 P2*2 $DATE$ $TIME$ tFILEA$ 2009 BH/PK Architects, ka � %-- - ' " r&/l- loll -I -SEE FLOOR PLANS `� < N I FOR CONTINUATION �� EXAM #4 I (TYPICAL) ` D„ > 2` 2" � I EXAM #5 . P-4 V I FLOOR (V I > PENETRATION - r I (TYPICAL) I cv I EXAM # 1 I P-4 I w 144 > 3 EXAM 41.6 / CAST ROOM fV I I P-4 3" N P-3 INTERCEPTOR SANITARY RISER DIAGRAM N.T.S. > I I � I PLANS BREAK N I = I I FOR CONTINUATION N I j P-5 (TYPICAL) I I ULTRASOUND ,T N I P-4 P-2 I TOILET P-1 ��� r3" FLOOR N 4" PENETRATION - 3�' 4" (TYPICAL) SANITARY RISER DIAGRAM N.T.S. a S UNDERGROUND PLUMBING PLAN - NEW CONSTRUCTION 0' 2' 4' 8' 16, 24' KEY NOTES: �1 2" VENT UP. �2 2" WASTE UP._ �3 4" WASTE UP TO F.D. 4� 4" WASTE UP. �5 '/z" C.W. TO F.D. T1/2" C.W. FROM TRAP PRIMER. OCONNECT NEW 3" WASTE TO EXISTING WASTE BELOW FLOOR. �8 CONNECT NEW 4" WASTE TO EXISTING WASTE BELOW FLOOR. NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT Project No. 09002.00 P3,9 1 $DATE$ $TIME$ $FILEA$ �. �I I� 11 _:. N 1111,14, ii,:ili I i I�.i I ii.l�L ..U.,.-d �. � . I I i 111 cD 2009 BHIPK Architects, Ir WON CONNECT NEW 2" VENT FROM LAVATORY TO EXISTING VENT ABOVE CEILING. AD CONNECT NEW 2" VENT FROM WATER CLOSET TO EXISTING VENT IN WALL SPACE OQ CONNECT NEW 1/2" H.W. FOR LAVATORY TO EXISTING H.W. IN WALL SPACE � STG P-4 /4 P'k 'S I C I A N SD 1 P PlSI! E. (D P F: i I i IC/ 31 > 3 /4 11/411 1 L 11/211 11/4 —11/41113 f 1 CAS' If 11/4' 11/4"j 3/4" P P- LL— Y S I C 1 /L N a,! p 1_4C 144 IS, oFi r 'C'.W. MAIN FROM BELOW 11/4 2 EXAM ti5 A/C V — U2 i N U Q i 1/2 I I I -1/2 211 v— EXAM EMI A D T --31f \4 LR. F_=; 0 m 21 P-4 V - L 1/2 KK 3" V47R� A/C _H CD L-7 P-3 I 2 5 3/4 a P-4 1 2 lit 311 2y v R - /411 H.W.R,P. 1 i � -- � 4" V.T. R. NA V CD i 1/2 1—, P-9 2 3 2 L 4 211 HP-2 P, P E C P T i 9 E.W.H.-1 2 _T 7 1 3 11/411 s 31 4" V.T.R. 1,17il EXA I.z IL 21/2 11tT, 31f D. E. W. H, tw v 4--v/ l L CD 1/4' _ 1 CD— 2 Aic 211 '1 r 411 P-7 2 4 ID -j- D �11 P P-1 11 1 411 2' 3 7 3 V.I�R� H.W.R.P.- I �'/2lf 1/z11 OFFic If J NL Q-SE 1 1/211 E X'L' m 4- tr'511 v 71 ! -A- — J� =-J, 01 e_ 3/4 IV 1 3/4 L 'A \ f77 V 7, M i'll 211 1/2 2fl L L_ L I I 3 D� 12"A-1 1/ 2 L_J t­ R 3/4 " I � 311 A/C 211 > 3/ 'if 4 2 V.,4" C.V.,\!,! ;-2-1h" 11/2TI 3/41, Z 2 5 V P-4 1/211 7L I L q as3/4 _N -ONT L 11/411 ��)OUND 11/2,, L2" T 'A 3" 311 B.V. AA EXA10 J�f` C k4 9 2 P-1 3 8 A/C! _T) 5 P-6 1 f P_ 211 NEW 11 2 1/2" V2 2 5 1/21Y (2 5 h' E3 Q I-E A K' _1 211 I-LECTQ1C,4� 2 5 �)� , 11 VI -2" P-2 —J- -4 _Tffaa� MM ff=_Mk� 3/431 _J REPLACE EXISTING "P"-TRAP WITH NEW P-3 PLASTER INTERCEPTOR J.R.SMITH MODEL 8730 1/2" 5 �7' C A�P - 5 FIRST FLOOR PLUMBING PLAN -NEW CONSTRUCTION 0/ 21 41 8/ 16/ 2 4' A'C V2 KEY NOTES: 2" VENT DN. 2" WASTE 2" VENT. 4" WASTE 2" VENT 1/2" C.W. DN. O1/2" H.W. & 1/2" C.W. DN. O3/4 H.W. & 3/4 C.W. DN. O11/2" C.W. & 1/2" H.W. DN. 11/4" C.W. DN. O9 11/4" CONDENSATE DRAIN DN. SPILL OVER F.D. NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT I Project No. 09002.001 P32 IDATE$ $TIME$ $FILEM (D 2009 BHIPK Architects, ACCEPTANCE TEST NOTES ACCEPTANCE TEST: THE FIRE PROTECTION SYSTEM SHALL BE TESTED PER FLORIDA BUILDING CODE ( CHAPTER 9 FIRE PROTECTION SYSTEM ) AND FLORIDA FIRE PREVENTION CODE. THE TESTS SHALL BE CONDUCTED IN THE PRESENCE OF THE BUILDING CODE OFFICIAL. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION AND OWNER'S REPRESENTATIVE OF THE TIME AND DATE TESTING WILL BE PERFORMED. ACCEPTANCE TEST RECOREDS SHALL BE RETAINED FOR THE LIFE OF THE SYSTEM ( SUBSEQUENT TESTS SHALL BE COMPARED WITH THE ACCEPTANCE TEST). ACCEPTANCE TEST SHALL BE IN ACCORDANCE WITH NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLERS SYSTEM. HYDROSTATIC TESTS: THE NEW FIRE PROTECTION SYSTEM ( PIPING AND ATTACHED APPURTENANCES ) SUBJECTED TO SYSTEM WORKING PRESSURE SHALL BE ISOLATED AND HYDROSTATICALLY TESTED AT 200 PSI AND SHALL MAINTAIN THAT PRESSURE WITHOUT LOSS FOR 2 HOURS. LOSS SHALL BE DETERMINED BY A DROP IN GUAGE PRESSURE OR VISUAL LEAKAGE. THE TEST PRESSURE SHALL BE READ FROM A GUAGE LOCATED AT THE LOW ELEVATION POINT OF THE SYSTEM BEING TESTED. SYSTEM OPERATIONAL TESTS: WATERFLOW DETECTING DEVICES INCLUDING THE ASSOCIATED ALARM CURCUITS SHALL BE FLOW TESTED THROUGH THE INSPECTOR'S TEST CONNECTION AND SHALL RESULT IN AN AUDIBLE ALARM ON THE PREMISES WITHIN 5 MINUTES AFTER SUCH FLOW BEGINS AND UNTIL SUCH FLOW STOPS. THE MAIN DRAIN VALVE SHALL BE OPENED AND REMAIN OPEN UNTIL THE SYSTEM PRESSURE STABILIZES. CONTRACTOR SHALL RECORD THE STATIC AND RESIDUAL PRESSURES ON THE TEST CERTIFICATE OPERATING TEST: CONTROL VALVE SHALL BE FULLY CLOSED AND OPENED UNDER SYSTEM WATER PRESSURE TO ENSURE PROPER OPERATION. FIRE PROTECTION ABBREVIATIONS A.F. F. ABOVE FINISHED FLOOR F. E.C. FIRE EXTINGUISHER CABINET A.F.G. ABOVE FINISHED GRADE O.S. &Y. OUTSIDE STEM AND YOKE A.P. ACCESS PANEL F SR FIRE STANDPIPE A/S AUTOMATIC SPRINKLER F.D.V. FIRE DEPARTMENT VALVE B.F.F. BELOW FINISHED FLOOR F.D C. FIRE DEPARTMENT CONNECTION C.V. CHECK VALVE FIRE PROTECTION LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION F FIRE LINE OR MAIN CAP AT END OF PIPE A/S AUTOMATIC SPRINKLER PIPING CONCEALED SPRINKLER HEAD D DRAIN PIPING 0 SEMI -RECESSED SPRINKLER HEAD PIPE TURNED UP 0— UPRIGHT SPRINKLER HEAD PIPE TURNED DOWN ► SIDEWALL SPRINKLER HEAD CHECK VALVE FLOW SWITCH —I+F— UNION IN PIPE O.S.&Y. GATE VALVE W/ TAMPER SWITCH FP-1, ETC. COMPONENT IDENTIFICATION CONNECT TO EXISTING Q HYDRAULIC CALCULATION NODE POINT —NM- DIRECTION OF FLOW ARROW SPRINKLER HEAD LEGEND TYPE K-FACT TEMP LOCATION 1. RECESSED CROME PENDANT - QRS 5.6 1550 ALL SPACES UNLESS OTHERWISE NOTED 2. CONCEALED - QRS (W/WHITE C.P.) 5.6 1550 AS SHOWN ON FLOOR PLAN 3. UPRIGHT GENERAL - QRS 5.6 1550 ELECTRIC ROOMS AND ROOMS W/NO CEILINGS * SEE SPECIFICATIONS FOR MODEL NUMBERS. GENERAL SPRINKLER NOTES 1. CONTRACTOR SHALL COORDINATE WITH OTHER TRADES. MAKE ALL PIPING OFFSETS REQUIRED AS PER JOB CONDITIONS. 2. CONTRACTOR TO PROVIDE AND TURN OVER TO THE OWNER AT LEAST (6) SPARE SPRINKLERS OF SAME TYPE AND TEMPERATURE RATING BEING INSTALLED. 3. PROVIDE SPRINKLER GUARDS ON HEADS IN ELECTRICAL ROOMS AND MECHANICAL ROOMS. 4. ALL SPRINKLER HEADS SHALL BE CENTERED IN CEILING TILE AND PRESENT A NEAT AND BALANCED CEILING PATTERN UNLESS SHOWN OTHERWISE. COORDINATE SPRINKLER HEAD LOCATIONS WITH ARCH. REFLECTED CEILING PLAN AND ALL OTHER CEILING DEVICES. 5. PROVIDE AND MAINTAIN A MINIMUM CLEARANCE OF 18" BETWEEN THE BOTTOM OF THE SPRINKLER DEFLECTOR AND THE TOP OF STORAGE, FILE, SHELVING, ETC. 6. ALL SPACES SHALL BE PROTECTED WITH QUICK RESPONSE SPRINKLER HEADS. 7. THE CONTRACTOR SHALL KEEP A SET OF MARKED UP DRAWINGS AS THE JOB PROGRESSES. NO MAJOR CHANGE SHALL BE MADE TO FIRE PROTECTION DESIGN/ENGINEERING UNLESS IT HAS BEEN COORDINATED, DRAWN AND SUBMITTED FOR APPROVAL TO THE ARCHITECT. 8. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AS DESCRIBED IN NFPA 13 (2002) CHAPT.14 TO OWNERS INS. CO. AND LOCAL AND STATE FIRE AUTHORITIES HAVING JURISDICTION. AFTER OBTAINING THESE APPROVALS SUBMIT THESE DRAWINGS TO ARCHITECT/ENGINEER FOR THERE REVIEW. ALL OF THESE APPROVALS AND REVIEWS SHALL BE COMPLETED BEFORE START OF PROJECT CONSTRUCTION. 9. CONTINUITY OF SERVICES: EXISTING BUILDING WILL REMAIN IN USE DURING CONSTRUCTION OPERATIONS. WHEN AN INTERRUPTION OF AN EXISTING SERVICE IS NECESSARY, CONTRACTOR SHALL COORDINATE WITH AUTHORIZED HOSPITAL PERSONNEL BEFORE MAKING THE NECESSARY INTERRUPTION. 10. ALL EXISTING LOCATIONS ARE TAKEN FROM EXISTING DRAWINGS. IT WILL BE WITHIN THE CONTRACTOR'S SCOPE OF WORK TO VERIFY EXISTING SERVICES AND THE EXACT LOCATION OF PIPES, TO MAKE ALL OFFSETS; AND TO ADD NEW PIPING SYSTEMS TO THE EXISTING PIPING SYSTEMS AS PART OF THE PROJECT CONTRACT. 11. ALL PENETRATIONS THROUGH WALLS AND FLOORS SHALL BE SLEEVED AND/OR PATCHED AS DIRECTED BY THE SPECIFICATIONS. PATCHING SHALL MATCH EXISTING FINISH. (SEE ARCH. DRAWINGS). 12. THIS PROJECT INVOLVES THE ADDITION OF 10 OR LESS AUTOMATIC SPRINKLER HEADS. ACCORDINGLY, SUBMISSION OF COMPLETE AUTOMATIC SPRINKLER SYSTEM CONSTRUCTION DOCUMENTS BY THE ENGINEER OF RECORD ARE NOT REQUIRED. 13. CONTRACTOR SHALL COORDINATE SPRINKLER SYSTEM OUTAGES WITH OWNER SO THAT A FIRE WATCH IS MAINTAINED DURING THOSE OUTAGES. AT OWNERS OPTION THE CONTRACTOR SHALL RE -ACTIVATE THE SPRINKLER SYSTEM DURING NON -CONSTRUCTION HOURS IN ORDER TO MAINTAIN FULL SPRINKLER COVERAGE IN AREA OF RENOVATION. FIRE PROTECTION DEMOLITION NOTES 1) CONTRACTOR SHALL REMOVE INACTIVE EXISTING SERVICES TO FIRE SPRINKLERS AND EQUIPMENT THAT HAS BEEN OR WILL BE REMOVED TO ALLOW FOR THIS NEW CONSTRUCTION. CONTRACTOR SHALL CAP ACTIVE SERVICES NEXT TO MAINS ABOVE CEILING, IN WALLS OR BELOW FLOORS, SO AS NOT TO INTERFERE WITH NEW ARRANGEMENT OF RENOVATED AREA. 2) WHERE EXISTING FIRE PROTECTION EQUIPMENT, AUTOMATIC SPRINKLER HEADS AND RELATED ITEMS ARE TO BE REMOVED CONTRACTOR SHALL SUBMIT COMPLETE LIST TO THE OWNER. ALL ITEMS THAT THE OWNER WISHES TO RETAIN SHALL BE DELIVERED TO BUILDING STORAGE WHERE DIRECTED BY OWNER. ITEMS THAT OWNER DOES NOT WISH TO RETAIN SHALL BE DISPOSED OF LEGALLY. 3) CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED BY HIS WORK. RESTORE FINISHES TO MATCH EXISTING SURFACES IN COLOR, TEXTURE AND APPEARANCE. FIRE PROTECTION INDEX SHEET NO. SHEET TITLE F0.1 FIRE PROTECTION SCHEDULES, NOTES, LEGENDS AND SHEET INDEX F3,1 FIRST FLOOR FIRE PROTECTION PLAN - NEW CONSTRUCTION F4.1 FIRE PROTECTION DETAILS Project No. 09002.00 FOO 1 © 2009 BH(PK Architects, Inc. $DATE$ $TIME$ $FILEA$ NEW 4" DOUBLE C7 CHECK BACKFLC ASSEMBLY WITH FIRE DEPT. CONI BY CIVIL 3 4 11'-011 1 Q d' 9 5 ZD F 4" F 30'-011 225'-011 CONNECT NEW 4" FIRE LINE TO EXISTING CITY MAIN BY ALL WORK BEYOND 5'-0" FROM EXTERIOR OF CIVIL ENGINEERS. THE BUILDING TO BE PERFORMED BY CIVIL FIRE P NOT TO SCALE INSPECTORS TEST AND DRAIN ZONE CONTROL VALVE WITH FLOW AND TAMPER SWITCH 4" FIRE LINE DN. 6 7 ALL WORK BEYOND 5'-0" FROM EXTERIOR OF THE BUILDING TO BE PERFORMED BY CIVIL 4" 5'-0" - r 5' E SPILL SPRINKLER DRAIN OVER SPLASHBLOCK' I Ill 1'/4" SPRINKLER DRAIN DN. I I� �3 E 3 � 1 ROTECTION RISER DIAGRAM dfil — �S II A.N - ` F°`°`"'�° l . ,..ram I' N 1 3 � \ 14 BELOW GRADE 1 I }M C 1 Ln I^ I I I EXISTING WATER MAIN NEW 4" DOUBLE 1 CHECK BACKFLOW 1 ASSEMBLY WITH FIRE DEPT. CONN. I BY CIVIL I Tn;�11**-�H 4 I I — so411 11 411 1 o4. \I-DT4—�-- F- � �---------------- 11'-V 140'-0" 1 2 5 „ 1 IXAM � M i EXAM CAST 411 1 ? r 1 J r ,fir , I� i RECTORS TEST DRAIN F . I C E NU 15 M.W i _._... _.. 16. zr '-T OM III 111 CT$�-TF� A A/S NOTES: 1. QUICK RESPONSE SPRINKLER HEADS SHALL BE PROVIDED IN ALL AREAS. 2. SPRINKLER WORK SHALL BE AS PER FBC, NFPA-13, STATE AND LOCAL FIRE DEPT. REQUIREMENTS AND OWNERS INSURANCE COMPANYS REQUIREMENTS. 3, PROVIDE SPRINKLER HEADS BELOW DUCTWORK 48" OR GREATER IN WIDTH 4. COORDINATE WITH ELECTRICAL PLANS TO INSURE THAT A/S PIPING IS NOT INSTALLED DIRECTLY ABOVE ELECT. PANELS. 1" *i 1I 9 10 11 i5 12 411 411 4" 411 4" 411 41, 41, r❑ 1 11 1 11 t❑ 1 n _; 112 -0 7 -0 _ _ 6_ 0 7 -6 S -0 If • 0 9 4, 8 I' 1 i I \ N { _ �� - }\ i $ � a ✓ — � 3 r-I m_ _ IA I i.... .f i M :3 L-0 lit c I� �i€gym° --A j 11 ENil N � a 1 11 FIRST FLOOR FIRE PROTECTION PLAN - NEW CONSTRUCTION ii11i 11 1 0' 2' 4' 8' 16, 24' REMOTE AREA: LIGHT HAZARD .10 GPM/SF OVER THE MOST REMOTE 1500 SQ.FT. 20 HEADS CALCULATED. AREA OF COVERAGE PER SRINKLER: VARIES (SHALL NOT EXCEED 225 SF PER INSTALLATION REQUIREMENTS IN NFPA 13 - 2002) NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT Project No. 09002.00 F39 1 tDATE$ $TIME$ $FILEA$ © 2009 BHIPK Architects, Inc.I 4 INDICATING TYPE FLOOR CONTROL VALVE W/ SUPERVISORY SWITCH rr SPRINKLER MAIN* w c CONCRETE FASTENER --- - -- - ---- ----- -- � ---- ------ --- o TO SPRINKER HEADS _-__---_--_______--------_-_-_- __-_ _-- .} U W �6v��''..pPW.O WATERFLOW SWITCH o r'� c wmor^cg ALL THREAD � � � � GAUGE HANGER ROD RE Eggv *� a a 00 I I a PIPE HANGER RING --,.—BRANCH - - - - - - - - - SIGHT TEST 1" DROP NIPPLE. PIPING GLASS VALVE PIPE 1" X 1/2" REDUCER. SECTIONAL DRAIN -- - --- - -- ---- _ VALVE PIPES 3" & SMALLER PIPES 4" & LARGER CEILING UNION W/ CORROSION RESISTANT ORIFICE SPRINKLER HEAD ZT0 DRAIN RISER GIVING FLOW EQUAL TO SMALLEST SPRINKLER OR EXTERIOR ORIFICE IN SYSTEM AT CONTRACTOR'S OPTION VICTAULIC #718 "TEST MASTER" ALARM TEST MODULE MAY BE USED U.L./F.M. APPROVED CONCRETE FIRE SPRINKLER ZONE CONTROL TYPICAL SPRINKLER DROP INSERT PIPE HANGER VALVE W/ INSPECTORS TEST A/S ZONE DRAIN LINE CEILING CEILING A/S DRAIN VALVE INSPECTOR TEST EXTERIOR WALL CONNECTION SEE ARCH PLANS 1" TEST VALVE � -1 SITE GLASS ----- UNION W/ ORIFICE A/S DRAIN LINE r1FIPE SLEEVE o PIPE MAIN A/S SCUTHEON DRAIN LINE TO EXTERIORHREADED OUTLET SEE SECTION " 45 DEGREE ELBOW ESCUTCHEON 18" A.F.G. GROUND FLOOR _ (- CONCRETE SPLASH BLOCK 0 p NOTE: TYPICAL A/S DRAIN LINE ELEVATION SECTION TERMINATED TO EXTERIOR. ASS DRAIN AND TEST CONNECTION Project No. 09002.00 $DATE$ $TIME$ $FILEA$ F40 1 © 2009BH/PKArchitects, LIGHTING SURFACE OR RECESSED FLUORESCENT FIXTURE (TYPE DETERMINES MOUNTING) KmSURFACE OR RECESSED FLUORESCENT FIXTURE WITH EMERGENCY BATTERY BACK-UP (TYPE DETERMINES MOUNTING) ® SURFACE OR RECESSED FLUORESCENT FIXTURE (TYPE DETERMINES MOUNTING) ®® SURFACE OR RECESSED FLUORESCENT FIXTURE WITH EMERGENCY BATTERY BACK-UP (TYPE DETERMINES MOUNTING) ® SURFACE OR SUSPENDED FLUORESCENT FIXTURE (TYPE DETERMINES MOUNTING) SURFACE OR SUSPENDED FLUORESCENT FIXTURE WITH EMERGENCY ® BATTERY BACK-UP (TYPE DETERMINES MOUNTING) Q WALL BRACKET FIXTURE WALL BRACKET FIXTURE WITH EMERGENCY BATTERY BACK-UP ®� EXIT LIGHT, PROVIDE DIRECTIONAL ARROWS AS INDICATED ON PLANS SWITCHES S SINGLE POLE SWITCH - IVORY TOGGLE 3'-10" AFF TO CL S3 THREE WAY SWITCH - IVORY TOGGLE 3'-10" AFF TO CL SD DIMMER SWITCH 3'-10" AFF TO CL ❑ PUSH BUTTON SWITCH 3'-10" AFF TO CL _ POWER RECEPTACLES 120V. DUPLEX RECEPTACLE - IVORY (REFER TO RECEPTACLE ABBREVIATIONS FOR EXCEPTIONS) AFF TO CL 120V. DUPLEX RECEPTACLE - IVORY - SPECIAL MOUNTING HEIGHT AS NOTED OR REFER TO RECEPTACLE ABBREVIATIONS FOR EXCEPTIONS SEE SPECS 120V. QUADPLEX RECEPTACLE - IVORY (REFER TO RECEPTACLE 1'-6" ABBREVIATIONS FOR EXCEPTIONS) AFF TO CL 120V. QUADPLEX RECEPTACLE - IVORY - SPECIAL MOUNTING HEIGHT AS NOTED OR REFER TO RECEPTACLE ABBREVIATIONS FOR EXCEPTIONS SEE SPECS SPECIAL RECEPTACLE (TYPE AS NOTED) AS NOTED OR SEE SPECS �— 120V. GFI RECEPTACLE (SPECIAL MOUNTING HEIGHT) AS NOTED OR SEE SPECS Q— 120V. GFI RECEPTACLE AFF TO CL JUNCTION BOX RACEWAY CONDUIT & BRANCH CIRCUIT WIRING CONCEALED HOMERUN TO PANELBOARD - NUMBER OF ARROWHEADS INDICATES NUMBER OF #12 AWG PHASE CONDUCTORS. FOR MINIMUM CONDUIT SIZE REQUIRMENT REFER TO SPECIFICATION. NOTES: 1. #12 AWG NEUTRAL CONDUCTOR, ALTHOUGH NOT INDICATED, SHALL BE INCLUDED IN EACH RACEWAY UNLESS OTHERWISE NOTED. 2. #12 AWG GREEN GROUND CONDUCTOR ALTHOUGH NOT INDICATED, SHALL BE INCLUDED IN EACH RACEWAI7UNLESS OTHERWISE NOTED. 3. HO)MERUNS TO PANELBOARDS SHALL HAVE A MAXIMUM OF THREE GROUNPHAD (CONDUUCTORS INCONDUCTORS OEACH CONDUIT NE PER PHASE) PLUS NEUTRAL AND FIRE ALARM FIRE ALARM VISUAL STATION - LIGHT ONLY 80" AFF TO BOTTOM OF LENS FIRE ALARM CHIME WITH LIGHT 80" AFF TO BOTTOM OF LENS ❑F FIRE ALARM MANUAL PULL STATION 3'-10" AFF TO CL FIRE ALARM SMOKE DETECTOR CEILING 0 HEAT DETECTOR CEILING EO s DUCT SMOKE DETECTOR - SUPPLY DUCT ❑� R DUCT SMOKE DETECTOR - RETURN DUCT MAGNETIC DOOR HOLDER 1'-0" BELOW CLG ❑R FIRE ALARM RELAY ❑Y SPRINKLER SYSTEM VALVE STATUS SWITCH Fs SPRINKLER SYSTEM FLOW SWITCH FATC FIRE ALARM TERMINAL CABINET NAC NOTIFICATION APPLIANCE CIRCUIT PANEL MISCELLANEOUS TED COMBINATION MOTOR STARTER BE FACTORY WIRED CONTROLLER OR EQUIPMENT ST MOTOR RATED SWITCH WITH THERMAL OVERLOAD /0 MOTOR CONNECTION ELECTRIC DUCT HEATER (REHEAT BOX) CONNECTION s PANELBOARD - FLUSH MOUNTED PANELBOARD - SURFACE MOUNTED MD MOTION DETECTOR ML ELECTRIC MAGNETIC LOCK © DOOR RELEASE PUSH BUTTON SPD SURGE PROTECTION DEVICE TELEPHONE/ DATA TELEPHONE OUTLET WITH PLATE 1'-6"AFF TO CLG TELEPHONE OUTLET WITH PLATE (SPECIAL MOUNTING HEIGHT) AS NOTED SEE SPECS. COMBINATION DATA/TELEPHONE OUTLET WITH PLATE 1'-6" AFF TO CLG COMBINATION DATA/TELEPHONE OUTLET WITH PLATE (SPECIAL MOUNTING HEIGHT) AS NOTED SEE SPECS. a DATA OUTLET WITH PLATE 1' - 6"AFF TO CLG o- DATA OUTLET WITH PLATE (SPECIAL MOUNTING HEIGHT) AS NOTED SEE SPECS. SOUND SYSTEM PS CEILING PAGING SPEAKER CEILING MTD. V� VOLUME CONTROL 46" AFF PEQ PAGING EQUIPMENT MICROPHONE 1'_"J D MICROPHONE CABLE/MATV SYSTEM Eg MAN OUTLET FOR WALL MOUNTED TV (ANTENNA, & REMOTE CONTROL SEE MANUFACTURER'S DETAIL) 88" AFF HE HEAD -IN EQUIPMENT NA MAN AMPLIFIER FTv_Jl MAN SYSTEMS JUNCTION BOX (SIZE AS REQUIRED) ABBREVIATIONS ADO AUTOMATIC DOOR OPERATOR AFF ABOVE FINISHED FLOOR AHU AIR HANDLING UNIT CKT CIRCUIT CL CENTERLINE EDH ELECTRIC DUCT HEATER EF EXHAUST FAN ER EXISTING TO BE RELOCATED EWH ELECTRIC WATER HEATER EX EXISTING TO REMAIN HWRP HOT WATER REHEAT PUMP MW MICROWAVE WP WEATHERPROOF REF REFRIGERATOR TV TELEVISION GENERAL ELECTRICAL CONSTRUCTION NOTES 1. PROVIDE TYPED CIRCUIT DIRECTORY CARDS UNDER PLASTIC SLEEVES FOR ALL NEW AND EXISTING PANELBOARDS AND SWITCHBOARDS AFFECTED UNDER THE SCOPE OF THIS PROJECT. DIRECTORIES SHALL INDICATE THE SPECIFIC PURPOSE AND LOCATION FOR WHICH EACH CIRCUIT IS USED. DIRECTORIES SHALL MATCH INSTALLATION IF DIFFERENT FROM DRAWINGS. 2. REFER TO THE ELECTRICAL SPECIFICATIONS FOR ADDITIONAL DESIGN STANDARDS. THE ELECTRICAL SPECIFICATIONS ARE A BINDING PART OF THE CONSTRUCTION DOCUMENTS. 3. THE ELECTRICAL CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY TO REMOVE AND RE -INSTALL ANY LIGHT FIXTURES OR OTHER CEILING MOUNTED DEVICES THAT NEED TO BE TEMPORARILY REMOVED TO ACCOMODATE NECESSARY RENOVATIONS INCLUDED IN PROJECT SCOPE. THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL POTENTIAL CEILING RE -WORK AREAS PRIOR TO BID. 4. ELECTRICAL CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF PROJECT AREA PRIOR TO ISSUING BID. ELECTRICAL CONTRACTOR SHALL CONFIRM WITH OWNER THE EXISTING COLOR SCHEME OF ELECTRICAL DEVICES INSTALLED WITHIN THE FACILITY. 5. ELECTRICAL CONTRACTOR SHALL VERIFY ALL RECEPTACLES AND LIGHTS DEEMED EXISTING TO REMAIN ARE WIRED PER THE REQUIREMENTS OF NFPA 70 (2005). ELECTRICAL CONTRACTOR SHALL RECTIFY ALL EXISTING CODE VIOLATIONS WITHIN THE PROJECT LIMITS. DRAWING INDEX DRAWING NUMBER DRAWING TITLE E0.1 SYMBOL LEGEND & DRAWING INDEX E1.1 FIRST FLOOR PLAN - DEMOLITION E2.1 FIRST FLOOR LIGHTING PLAN - NEW CONSTRUCTION E3.1 FIRST FLOOR POWER & SYSTEMS PLAN - NEW CONSTRUCTION E4.1 ELECTRICAL RISER DIAGRAM E5.1 PANEL SCHEDULES & ELECTRICAL DETAILS 001- �0/2001 Project No. 09002.00 E09 1 $DATE$ $TIME$ $FILEA$ © 2009 BH(PS Architects, ¢ /�' l I gEX i ER ER ER ER ER�� %I SEX 1i I ER R " X' s, [E E E — -- -- ��EX-� - -' 1 Ei ER ER !� ` II L — ! ER ER � ' I� E.X; A 8 _ r _ . / E ER # 1 i# , - ''- -- - --- i t S i/ SEX _ E �\ ER E EREX ER - - - ER ER EX AXE EX i ` t �. _ .._._�____...s.�..._ e............... .,...,�____._.. _._. ._. - # w.�,.� � ���.. R� �,.� ram_' ER ER ' , ' # t ' E '� 0 ER ER E E = _ _ € # E R I' ( ; ' �R E ER ER ER ER- #- ; # -11,1 # ;4 t _= RE i X 1 _� � - EXI — { _ Ep #k R ER# E ER ER €' # ss ,� f r ; ` ,r � ER R ;-m,-. ® _ — _ - SEX ER ER ER E — — - r" 3 W #" p< �Es i. \E S � ' ! I i it # � i • � � J - -----,� -r ER 3 # . ER -6ER Ek ER ER t � - 4 E ER ER t; } 1: i ; ER _ I a ,_., .;�{....._....._...._,.__-....W.._.,_._� '_ (j p i jf r t { { v i ( _. �• -1 9 ER ), # E �_i �. _ _-1-ai �_ ER�� ER ER µ` R i �: ER I; ER ' ER ER ER ER EX ,_.„_._. _.__._..__�'�" i______—� _ N ffi _.. _. __ - i— i i S _ L. .s-`: .._. .._ _ ._'.;`...' __ _,. `_`? _.. r. 3 # i iji^... 1 1 .� A-1 ! . - __._...,.._a..�_.._.� ? ._ ._ _. '"j _,u_ j.._ 6s ._ _.,' 3�. ,.�. -_ ._ _. ...�. ._. ..._ __ _! ._ _. 9 { _. __ .,._ _., __ — __ —� E # 6?...�.11 e E F ER ER i ER ,�� ER ER E ERA ;F ;� # #r '� 1 { r Xy 1 j ! ; ER i g A-7 ER ER E j i i IX' Y ER E 3 ER I i1 (_, ER # I i A-6 c # ER E ER ER ER - -;i- - - -? ��_6 E, ;EX E (1 ER (E �` ii Ii�{ ,A-3 JJJ _ E -, ER E ` E A-1 E ER ER ER E ml i _ -- N, f A-11 �a mITTrIl ER EXI p ER i 1 A I`�� ER ER ER ER ! it # �' { # s 13 3 ER ER i ` ER '' 3 ER ER ER s E EX I _ dd —T— A` 5 fr t i r ft p A T -# 1 j { 9 i f O S i }# 3 3 # i S it ' 11 1 1 1 i s # s E 3 ER ER R EX I I i 1 ER E i # i # ER ER ER E ER ; j ER v I i s # i! + i E ' ; i 11 it 1 , i?���.: A-15,17,19 GENERAL DEMOLITION NOTES CONTRACTOR SHALL DISCONNECT AND REMOVE ALL EXISTING ELECTRICAL DEVICES, LIGHT FIXTURES, RECEPTACLES AND CONNECTIONS TO EXISTING ELECTRICAL EQUIPMENT INSTALLED WITHIN THE AREA INDICATED AS PHASE 1 UNLESS OTHERWISE NOTED ON THIS DRAWING. REFER TO ELECTRICAL SPECIFICATIONS FOR FURTHER REQUIREMENTS. ENSURE ALL EXISTING RACEWAYS PASSING THROUGH PHASE 1 FEEDING OTHER AREAS REMAIN INTACT AND OPERATIONAL. ALL OTHER RACEWAYS SHALL BE REMOVED IN THEIR ENTIRETY. CONTRACTOR SHALL MAINTAIN THE BUILDING'S EXISTING FIRE ALARM SYSTEM WITHIN AREA OF DEMOLITION THROUGHOUT THE CONSTRUCTION PERIOD. PROVIDE SMOKE DETECTOR COVERS DURING WORK HOURS. REMOVE SMOKE DETECTOR COVERS OUTSIDE OF WORK HOURS. FIRST FLOOR PLAN - DEMOLITION 0' 2' 4' 8' 16' 2 4' DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN EXISTING TO BE REMOVED Lm DEMO TO THIS POINT Project No. 09002.00 E1,61 $DATE$ $TIME$ $FILEA$ e0 2009 BH/PKArchitects, Inc. LIGHTING FIXTURE SCHEDULE TYPE MANUFACT. CATALOG NO. LAMPS VOLT MOUNTING REMARKS OM61H26QPLFLD- 6" DECORATIVE GLASS TRIM Fl OMEGA CSFF-120/277 1-26W QPL 120/277 RECESSED HORIZONTAL DOWNLIGHT (FLOATING LUMINOUS DISK) F2 OMEGA OM61H26QPL-CSSPL- FL-DL1-120/277 1-26W QPL 120/277 RECESSED 6" LENSED HORIZONTAL DOWNLIGHT W/DIMMING, NOTE 1 F3 LITHONIA 2SP8-G-3-32-FW- Al2-120-1/3GEB10IS 3-32W T8 120 GRID 3 LAMP, 2'x4' STATIC LENSED TROFFER 2SP8-G-3-32-FW- 3 LAMP, 2'x4' STATIC LENSED F4 LITHONIA Al2-120-1E/LGEBIOIS- 3-32W T8 120 GRID TROFFER WITH (1) LAMP EMERGENCY BATTERY PACK F5 LITHONIA 2SP8-G-2-17-FW- Al2-120-1/2GEB10IS 2-17W T8 120 GRID 2 LAMP, 2'x2' STATIC LENSED TROFFER F6 LITHONIA C-2-32-120- 1/2GEB10IS- 2-32W T8 120 SURFACE OR 2 LAMP, Vx4' STANDARD STRIP WGCSMR48 SUSPEND WITH SYMMETRIC WIREGUARD �► e -------- -------- LED 120 CEILING NOTE 2 NOTES: 1. PROVIDE LUTRON DIMMER SWITCH CATALOG #NOVA-NF-10-120. 2. EXIT SIGNS SHALL BE OWNER FURNISHED AND CONTRACTOR INSTALLED. 3. FLUORESCENT LAMPS SHALL HAVE A MINIMUM CCT (CORRELATED COLOR TEMPERATURE) OF 4100 KELVINS. 4. THE OWNER PREFERRED MANNUFACTURER OF FLUORESCENT LAMPS IS GE. CIRCL THRU I GENERAL LIGHTING NOTES I 1. CONTRACTOR SHALL CLEAN THE LENSES, BAFFLES, LOUVERS, REFLECTORS, AND BOTTOM TRIMS OF ALL LIGHT FIXTURES DESIGNATED AS EXISTING TO REMAIN (EX) OR EXISTING TO BE RELOCATED (ER). UTILIZE NON-ABRASIVE CLOTH AND CLEANING SOLUTION AS RECOMMENDED BY THE FIXTURE MANUFACTURER. 2. CONTRACTOR SHALL REPLACE ANY DAMAGED LENSES WITH NEW OF IDENTICAL MODEL FOR ALL LIGHT FIXTURES DESIGNATED AS EXISTING TO REMAIN (EX) OR EXISTING TO BE RELOCATED (ER). 3. CONTRACTOR SHALL REPLACE ALL LAMPS TO PROVIDE UNIFORM LIGHTING FOR ALL LIGHT FIXTURES DESIGNATED AS EXISTING TO REMAIN (EX) OR EXISTING TO BE RELOCATED (ER). PROVIDE NEW LAMPS IN ACCORDNANCE WITH FIXTURE SCHEDULE NOTE 3. 4. CONTRACTOR SHALL UTILIZE FIXTURE TYPES F3 AND F4 FOR REPLACEMENT OF DAMAGED CORRIDOR FIXTURES INDICATED AS "ER." 4 INDICATES NUMBER OF LAMPS FOR ALL FIXTURES THIS SPACE DESIGNATED AS EXISTING TO BE RELOCATED (ER). FXU LXU LX EXU ExU EX FX U E X i EX CIRCUIT HP- T lRU C ONTACT R FIRST FLOOR LIGHTING PLAN - NEW CONSTRUCTION 0' 2' 4' 8' 16' 24' KEY NOTES �1 CONTRACTOR SHALL CIRCUIT AN UNSWITCHED PHASE CONDUCTOR TO ALL FIXTURES CONTAINING AN EMERGENCY BALLAST. O CONTRACTOR SHALL FILED VERIFY APPROPRIATE MEANS TO MOUNT FIXTURES THIS ROOM. O "X-RAY IN USE" WARNING LIGHT. REFER TO X-RAY EQUIPMENT DRAWINGS FOR ORDERING INFORMATION. 'CHIT HJJ �,P- NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT wim Project No. 09002.00 E2*1 $DATE$ $TIME$ $FILEA$ © 2009 Bfl1PK Architects, KEY NOTES +48" AFF CKT "B" +42" AFF CKT "A" ENLARGED TYPICAL EXAM ROOM 0' 1` 2' 4' 81 12' AUTOMATIC SPRINKLER VALVE WITH FLOW AND TAMPER SWII CKT - A CKT - B PLAN VIEW CIRCUIT DESIGNATIONS. REFER TO POWER PLAN THIS SHEET FOR ROOM SPECIFIC CIRCUIT NUMBERS. +42" AFF GENERAL NOTES: UNLESS OTHERWISE NOTED, INSTALL RECEPTACLES SHOWN TO BE MOUNTED ABOVE COUNTERS WITH CENTER OF DEVICES 4" ABOVE COUNTERTOP OR BACKJS PLASH . EXAM ROOM LAYOUTS VARY SLIGHTLY. C ?i i ? PANEL : EMBED DISC PANEL MDP PANEL U � DETER I PANEL MDP I METER FIRE ALARM— LIGHTING CONTROL ' CONTACTOR PANELPANEL HP j t \ —MAIN SERVICE DISCONNECT U t /8 11, ENLARGED MAIN ELECTRICAL ROOM 0' 1' 2' 4' 8' 1 2` r r FIRST FLOOR POWER & SYSTEMS PLAN - NEW CONSTRUCTION 0' 2' 4' 8' 16' 24' Oi REFER TO "ENLARGED TYPICAL EXAM ROOM" PLAN ON THIS SHEET FOR RECEPTACLE CIRCUITING. �2 PROVIDE SIGNAGE EQUIVALENT TO GRAINGER ITEM #1M060 INDICATING "ELECTRICAL EQUIPMENT - AUTHORIZED PERSONNEL ONLY." �3 VERIFY DESIRED MOUNTING HEIGHT OF TV OUTLET AND RECEPTACLE WITH OWNER/ ARCHITECT. REFER TO DETAIL ON SHEET E5.1 �4 EDH-4 TO BE RELOCATED UNDER PROJECT SCOPE. EXTEND EXISTING CIRCUIT AS NECESSARY TO PROVIDE CONNECTION TO NEW LOCATION. O5 PROVIDE NEMA 1, GENERAL DUTY, 3-PHASE, 208V FUSIBLE DISCONNECT WITH 15A FUSES. �6 PROVIDE NEMA 1, GENERAL DUTY, 3-PHASE, 208V FUSIBLE DISCONNECT WITH 45A FUSES. O7 120V-20A CIRCUIT FOR X-RAY SHUNT TRIP POWER. VERFIY FINAL LOCATION AND CONNECTION DETAILS WITH X-RAY EQUIPMENT DRAWINGS. �8 X-RAY EQUIPMENT POWER PANEL. VERFIY FINAL LOCATION AND CONNECTION DETAILS WITH X-RAY EQUIPMENT DRAWINGS. �9 PROVIDE IN -USE COVER NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION ---� CONNECT TO EXIST. AT THIS POINT Project No. 09002.00 E3. 1 $DATE$ $TIME$ $FILEA$ a0 2009 BH/PK Architects, CONNECTION TO UTILITY POWER POLE NaKWUMamm ELECTRICAL RISER DIAGRAM - DEMOLITION 2 SETS OF 4#600kCMIL 1#1/0 GND WEAT ER EAD MAIN ELECTRICAL ROOM 4#250kCMIL 1#1/0 GND IN 2-1/2"C MDP PANEL HP 800A 'BAN 1 800A MCB EXTERIOR J 8 SERVICE METER LIG TTNC DISCONNECT 6748-MDP CONTROLS (1 0/ 08V) O 4# 1/0 1#6 GND FUSED `DETER D S :CNNE(C-7 48-D PANEL D Fo 8-D - — — — — — — — — — — — — — — — — L—— ------—————— — — — — —— ----------------------1 1 ., 18 z W1REVAIA `-----2 SETS OF 4#600kCMIL 1#1/0 GND PANEL PANEL 1 F mLo MILO TENANT SPACE i`ANE PANEL. 1 M LO 72 TNI 1-0 ELECTRICAL RISER DIAGRAM - NEW CONSTRUCTION KEY NOTES -DEMOLITION @1 TURN OVER DEMOLISHED EQUIPMENT TO OWNER. (TYPICAL). O N i � W W C p ago W G a cwa'ocnFr3.�,�G�+d�u�i DEMOLITION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN -X--k� EXISTING TO BE DEMOLISHED DEMO TO THIS POINT KEY NOTES -NEW CONSTRUCTION �1 SURGE PROTECTION DEVICE (SDP) LEA MODEL #LSP200 SERIES 120/208V. UTILIZE 4#6, 1#10 GND IN 1"C AND MOUNT WITHIN 18" OF PANEL. REFER TO DETAIL ON SHEET E5.1. �2 NEW KILOWATT METER BY UTILITY COMPANY. �3 RECONNECT EXISTING 4#4/0 AND 1#4G FEEDERS TO NEW MDP. PANEL A PANEL A DLO 2 MLO 208V X-RAY EQUIPMENT MAIN DIST. PANEL NEW CONSTRUCTION LEGEND SYMBOL DESCRIPTION EXISTING TO REMAIN NEW CONSTRUCTION CONNECT TO EXIST. AT THIS POINT IMN-WrAo W •N Q+ a C, [�0 COD ro U 0 C Q tU� N •N i F• r .Q y p`V . N Z2 pq 0 Q � w• rJ Q) COD Project No, 09002.00 E4o 1 $DATE$ $TIME$ $FILEA$ © 2009 BH/PK Architects, PANELS MDP OC DEVICE TYPEi Breaker ENCLOSURES NEMA 1 MAINS(A)i 800A MCB CONTINUOUS(A)s 800 LOCATION+ MAIN ELECTRICAL ROOM DEVICE FAMILYi Bolt On MOUNTINGS Surface WIRINGa 3-Phase 4-Mire BUS SC RATING(A) 65000 FED FROMi 800A WIREWAY VOLTAGEi 208/120 FAULT CURRENT(A)i 16565 SQUARE D, I -LINE TYPE HCM CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE i PANEL HP NONE 33305 225 3 A 225 3 114863 NONE PANEL A 2 3 •. _ .. B .. _ .. 4 5 .. _ .. C .. _ ,. 6 7 PANEL B NONE 113812 225 3 A 225 3 71373 NONE PANEL C 8 9 .. _ •. B .. _ .. 10 11 -10C •• - •• 12 13 X-RAY PANEL NONE 80000 250 3 A 0 3 0 SPACE SPACE 14 15 - •' B •• - " 16 17 •• - •• C •, - •• 18 19 SPACE SPACE 0 0 3 A 0 3 0 SPACE SPACE 20 21 - •• B '• - " 22 23 - •• C •• - •• 24 25 SPACE SPACE 0 0 3 A 60 3 0 GENERAL EQUI SPD 26 27 " _ •r B .. _ .. 28 29 _ .. C .. _ .• 30 ALL CONNECTED KVA MAX PH AMPS s PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 406.91 1162.2 ■ A-N 137275.0 1143.1 CONNECTED 406.91 DATEi Apr 23, 2009 TOTAL DEMAND 236.90 682.4 e B-N 139563.1 1162.2 DEMAND 236.90 TIMEo 171 42i 47 TOTAL DESIGN 252.68 730.3 s C-N 130107.7 1083.4 DESIGN 252.68 PANEL: HP OC DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): 150A MCP CENT INUOUS(A); 225 LOCATION: MAIN ELEC ROOM DEVICE FAMILY: Bolt On MOUNTING: Surface WIRING: 3-Phase 4-Wire BUS SC RATING(A) 22000 FED FROM: MDP VOLTAGE 202/120 FAULT CURRENT(A): 14213 SQUARE D, TYPE NQOD CRT DESCRIPTION NOTES DEMAND VA ❑C PHASE ❑C VA DEMAND NOTES DESCRIPTION CRT CODE AMPS P AMPS P CODE 1 SITE LIGHTING EXISTING LIGHTING 1600 20 1 A 20 1 1100 LIGHTING EXISTING CANOPY LIGHTING 2 3 SITE LIGHTING EXISTING LIGHTING 800 20 1 B 20 1 1000 GENERAL EQUI EXISTING FIRE ALARM PANEL 4 5 SPARE NOTE 1 SPARE 0 20 1 C 20 1 0 SPARE NOTE 1 SPARE 6 7 SPARE NOTE 1 SPARE 0 20 1 A 20 1 0 SPARE NOTE 1 SPARE 8 9 SPARE NOTE 1 SPARE 0 20 1 B 40 3 10200 NON -COINCIDE EXISTING CU-1 10 11 SPARE NOTE 1 SPARE 0 20 1 C "" - "" 12 13 CU-1 EXISTING NON -COINCIDE 8100 40 9 A - 14 15 "" - "" B 20 1 540 RECEPTACLES REC ELEC ROOM 16 17 - "" C 20 1 600 MOTOR LOAD EXISTING EF-1 18 19 SPARE NOTE 1 SPARE 0 20 1 A 20 1 0 SPARE NOTE 1 SPARE 20 21 SPARE NOTE 1 SPARE 0 20 1 B 20 1 0 SPARE NOTE 1 SPARE 22 23 SPARE NOTE 1 SPARE 0 20 1 C 20 1 260 RECEPTACLES EXISTING REC - ATTIC 24 25 SPARE NOTE 1 SPARE 0 20 1 A 50 3 10000 GENERAL EQUI NOTE 2 ELEC WATER HEATER 26 27 LIGHTING ATTIC EXISTING LIGHTING 500 20 1 B - 28 29 REC. HWRP NOTE 2 RECEPTACLES 300 20 1 C - 30 ALL CONNECTED KVA MAX PH AMPS x PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 33,31 97.0 x A-N 11510.7 95 9 CONNECTED 33.31 DATE+ Apr 23, 2009 TOTAL DEMAND 16, 74 51.4 4� B-N 11643. 5 97, 0 DEMAND 16.74 TIME: 17 42: 47 TOTAL DESIGN 17 74 55.9 x C-N 10166. 4 84 7 DESIGN 17.74 NOTE 1: LEAVE EXISTING CIRCUIT BREAKER MADE AVAILABLE DURING DEMOLITION PHASE. RELABEL AS SPARE, NOTE 2: CONTRACTOR SHALL PROVIDE AND INSTALL NEW CIRCUIT BREAKER, MATCH EXITING AIC RATING. STRUCTL MINIMUh #12 GALJ WIRE HA TYPICAL FIXTURE TTACH CADDY ANGLE RACKETS (TYPICAL) TTACH CADDY ANGLE RACKET WITH # 18 ELF TAPPING SHEET- IETAL SCREWS PANEL: A ❑C DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A): ML❑ CONTINUOUS(A): 400 LOCATION: CORRIDOR DEVICE FAMILY: Bolt ❑n MOUNTING: Flush WIRING: 3-Phase 4-Wire BUS SC RATING(A) 22000 FED FROM: MDP VOLTAGE: 208/120 FAULT CURRENT(A): 14048 SQAURE D, TYPE NQOD CKT DESCRIPTION NOTES DEMAND VA ❑C PHASE ❑C VA DEMAND NOTES DESCRIPTION CRT CODE AMPS P AMPS P CODE 1 LIGHTING NOTE 2 LIGHTING 1625 20 1 A 20 1 1600 LIGHTING NOTE 2 LIGHTING 2 3 LIGHTING NOTE 2 LIGHTING 1620 20 1 B 20 1 360 RECEPTACLES NOTE 2 REC EXAM#1 4 5 LIGHTING NOTE 2 LIGHTING 171E 20 1 C 20 1 540 RECEPTACLES NOTE 2 REC EXAM#1 6 7 REC EXAM#2 NOTE 2 RECEPTACLES 360 20 1 A 20 1 360 RECEPTACLES NOTE 2 REC EXAM43 8 9 REC EXAM#2 NOTE 2 RECEPTACLES 540 20 1 B 20 1 360 RECEPTACLES NOTE 2 REC EXAM#3 10 11 REC EXAM#4 NOTE 2 RECEPTACLES 360 20 1 C 20 1 360 RECEPTACLES NOTE 2 REC EXAM#5 12 13 REC EXAM#4 NOTE 2 RECEPTACLES 540 20 1 A 20 1 540 RECEPTACLES NOTE 2 REC EXAM45 14 15 REC EXAM#6 NOTE 2 RECEPTACLES 360 20 1 B 20 1 1440 RECEPTACLES NOTE 2 REC CORRIDOR 16 17 REC EXAM#6 NOTE 2 RECEPTACLES 540 20 1 C 20 1 540 RECEPTACLES NOTE 2 REC READING 18 19 REC PHYS ❑FFICE NOTE 2 RECEPTACLES 360 20 1 A 20 1 360 RECEPTACLES NOTE 2 REC PHYS ❑FFICE 20 21 REC PHYS ❑FFICE NOTE 2 RECEPTACLES 720 20 1 B 20 1 720 RECEPTACLES NOTE 2 REC NURSE STN 22 23 AC#1 EXISTING MOTOR LOAD 2160 20 3 C 20 1 540 RECEPTACLES NOTE 2 REC NURSE STN 24 25 "" - A 20 3 1740 MOTOR LOAD EXISTING AC#2 26 27 „" - B - 28 29 CU#1 EXISTING NON -COINCIDE 8212 50 3 C - "" 30 31 "" - "' A 50 3 19538 NON -COINCIDE EXISTING CU42 32 33 - B - 34 35 EF-1 EXISTING MOTOR LOAD 500 20 1 C - "" 36 37 EF-2 EXISTING MOTOR LOAD 500 20 1 A 20 1 360 RECEPTACLES NOTE 2 REC ❑FFICE 38 39 REC COPIER NOTE 2 GENERAL EQUI 800 20 1 B 20 1 720 RECEPTACLES NOTE 1 REC BREAK ROOM 40 41 REC ❑FFICE NOTE 1 RECEPTACLES 360 20 1 C 20 1 800 GENERAL EQUI NOTE 1 REC REF 42 43 EDH-1 EXISTING HEATING 9500 40 3 A 60 3 15000 HEATING EXISTING EDH-2 44 45 - B „" - 46 47 - C - 48 49 EDH-3 NOTE I HEATING 8010 20 3 A 30 3 8000 HEATING EXISTING EDH-4 50 51 - B - „" 52 53 _ „„ C _ „" 54 55 EDH-5 EXISTING HEATING 6000 30 3 A 30 3 7000 HEATING EXISTING EDH-6 56 57 „" - B - 58 59 - C - 60 61 EDH-7 EXISTING HEATING 4500 20 3 A 20 3 5500 HEATING EXISTING EDH-8 62 63 - „„ B „„ - 64 65 - C - 66 67 SPARE NOTE 3 SPARE 0 20 3 A 20 1 360 RECEPTACLES NOTE 1 REC DATA ROOM 68 69 - "" B 20 1 0 SPACE SPACE 70 71 "" - "' C 20 1 400 MOTOR LOAD EXISTING HWRP 72 73 REC MW NOTE 2 GENERAL EQUI 800 20 1 A 20 1 360 RECEPTACLES NOTE 2 REC DATA ROOM 74 75 REC EQUIPMENT RM NDTE 2 RECEPTACLES 900 20 1 B 20 1 360 RECEPTACLES NOTE 1 REC DATA ROOM 76 77 SPACE SPACE 0 20 1 C 20 1 360 RECEPTACLES NOTE I REC DATA ROOM 78 79 SPACE SPACE 0 20 1 A 20 1 0 SPACE SPACE 80 81 SPACE SPACE 0 20 1 B 20 1 0 SPACE SPACE 82 83 SPACE SPACE 0 20 1 C 20 1 0 SPARE SPARE 84 ALL CONNECTED KVA MAX PH AMPS PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 114,86 326.1 * A-N 38398.2 319.7 CONNECTED 114.86 DATE: Apr, 23, 2009 TOTAL DEMAND 67,38 192.0 * B-N 39165.2 326.1 DEMAND 67.38 TIME: 171 42: 47 TOTAL DESIGN 79 34 227.3 C-N 37300.2 310.6 DESIGN 79.34 NOTE L CONTRACTOR SHALL PROVIDE AND INSTALL NEW CIRCUIT BREAKER, MATCH EXISTING AIC RATING. NOTE 2: UTILIZE EXISTING CIRCUIT BREAKER MADE AVAILABLE DURING DEMOLITION. NOTE 3: LEAVE EXISTING CIRCUIT BREAKER MADE AVAILABLE DURING DEMOLITION PHASE, RELABEL AS SPARE. PANEL: C ❑C DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS<A). ML❑ CONTINUOUS(A): 225 LOCATION: CORRIDOR DEVICE FAMILY: Bolt On MOUNTING: Flush WIRING: 3-Phase 4-Wire BUS SC PAT ING(A) 22000 FED FROM: MDP VOLTAGE 2081120 FAULT CURRENT(A): 12169 SQAURE D, TYPE NQOD CKT DESCRIPTION NOTES DEMAND VA ❑C PHASE ❑C VA DEMAND NOTES DESCRIPTION CKT CEIDE AMPS P AMPS P CODE 1 LIGHTING NOTE 1 LIGHTING 1200 20 1 A 20 1 360 RECEPTACLES NOTE 1 REC EXAM41 2 3 LIGHTING NOTE 1 LIGHTING 1850 20 1 B 20 1 540 RECEPTACLES NOTE 1 REC EXAM41 4 5 REC EXAM42 NOTE 1 RECEPTACLES 360 20 1 C 20 1 360 RECEPTACLES NOTE I REC EXAM43 6 7 REC EXAM42 NOTE 1 RECEPTACLES 540 20 1 A 20 1 540 RECEPTACLES NOTE 1 REC EXAM43 8 9 REC EXAM44 NOTE I RECEPTACLES 360 20 1 B 20 1 360 RECEPTACLES NOTE 1 REC EXAM#5 10 11 REC EXAM44 NOTE I RECEPTACLES 540 20 1 C 20 1 540 RECEPTACLES NOTE 1 REC EXAM#5 12 13 REC EXAM46 NOTE 1 RECEPTACLES 360 20 1 A 20 1 720 RECEPTACLES NOTE 1 REC NURSE STN 14 15 REC EXAM#6 NOTE 1 RECEPTACLES 540 20 1 B 20 1 540 RECEPTACLES NOTE 1 REC NURSE STN 16 17 REC ❑FFICE NOTE 1 RECEPTACLES 540 20 1 C 20 1 900 RECEPTACLES NOTE 1 REC CORRIDOR 18 19 REC ❑FFICE NDTE 1 RECEPTACLES 360 20 1 A 60 3 15540 MOTOR LOAD EXISTING AC-2 20 21 AC-1 EXISTING MOTER LOAD 15540 60 3 B "" - "" 22 23 „" - C - „" 24 25 "" - A 50 2 0 SPARE EXISTING SPARE 26 27 REC PHYS ❑FFICE NOTE 1 RECEPTACLES 720 20 1 B - 28 29 CU-1 EXISTING NON -COINCIDE 15540 60 3 C 60 3 15540 NON -COINCIDE EXISTING CU-2 30 31 - A - 32 33 _ B _ 34 35 REC PHYS ❑FFICE NOTE 2 RECEPTACLES 360 20 1 C 0 1 0 SPACE SPACE 36 37 REC PHYS ❑FFICE NOTE 2 RECEPTACLES 360 20 1 A 0 1 0 SPACE SPACE 38 39 SPACE SPACE 0 0 1 B 0 1 0 SPACE SPACE 40 41 SPACE SPACE 0 0 1 C 0 1 0 SPACE SPACE 42 ALL CONNECTED KVA MAX PH AMPS x PHASE TOTALS VA AMPS BUS TOTALS KVA TOTAL CONNECTED 71.37 202.9 A-N 23910.1 199.1 CONNECTED 7137 DATE• Apr 23, 2009 TOTAL DEMAND 43. 90 1272 B-N 24364.3 202. 9 DEMAND 43.90 TIME: 171 42: 47 TOTAL DESIGN 44.66 1310 C-N 23100.0 192. 4 DESIGN 4466 NOTE 1 UTILIZE EXISTING CIRCUIT BREAKER MADE AVAILABLE DURING DEMOLITION NOTE 2 CONTRACTOR SHALL PROVIDE AND INSTALL NEW CIRCUIT BREAKER, MATCH EXISTING AIC RATING. 3/4" CONDUIT CONCEALED IN WALL AND TERMINATED I I AT CABLE TRAY I I II ANTENNA OPENING BRANCH CIRCUIT CONDUIT CONCEALED IN WALL II IINIMUM 150 OFF VERTICAL OTH DIRECTIONS 0 DUPLEX RECEPTACLE 0 av� FIXTURE SUPPRORT NOTES: 1. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 2. ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM AND THEY MUST HAVE A MINIMUM OF TWO #12 GAUGE SLACK SAFETY WIRES ATTACHED AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. 3. ALL FIXTURES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR TAUT #12 GAUGE WIRES ATTACHED TO THE STRUCTURE ABOVE. 4. ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR #12 GAUGE TAUT WIRES ATTACHED TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. 5. THE FOUR TAUT #12 GAUGE WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING FOUR TIMES THE WEIGHT OF THE UNIT. FIXTURE SUPPORT DETAIL C7 �w z= C7 z Op LLX w0w (r) IL COVERPLATE 4-11/16" SQ. x 2-1/8" DIA. BACK BOX WITH DOUBLE GANG PLASTER RING SEPARATION BARRIER COMBINATION TELEVISION OUTLET AND RECEPTACLE FLOOR PANEL: B ❑C DEVICE TYPE: Breaker ENCLOSURE: NEMA 1 MAINS(A), ML❑ CONTINUOUS(A): 400 LOCATION CORRI➢OR DEVICE FAMILY: Bolt ❑n MOUNTING: Flush WIRING: 3-Phase 4-Wire BUS SC RATING(A) 22000 FED FROM: MDP VOLTAGE: 208/120 FAULT CURRENT(A): 8642 SQAURE D, TYPE NQED CKT DESCRIPTION NOTES DEMAND VA OC PHASE OC VA DEMAND NOTES DESCRIPTION CKT CODE AMPS P AMPS P CODE 1 LIGHTING NOTE I LIGHTING 1400 20 1 A 20 1 1210 LIGHTING NOTE 1 LIGHTING 2 3 LIGHTING NOTE 1 LIGHTING 1540 20 1 B Co 1 360 RECEPTACLES NOTE 1 REC EXAM RM 4 5 LIGHTING NOTE 1 LIGHTING 101E 20 1 C 20 1 540 RECEPTACLES NOTE I REC EXAM RM 6 7 REC CORRIDOR NOTE 1 RECEPTACLES 900 20 1 A 20 1 300 GENERAL EQUI NOTE 1 XRAY SHUNT TRIP & WL 8 9 REC XRAY NOTE 1 RECEPTACLES 360 20 1 B 20 1 800 GENERAL EQUI NOTE 1 REC COPIER 10 11 REC XRAY NOTE 1 RECEPTACLES 720 20 1 C 20 1 540 RECEPTACLES NOTE 1 REC CONTROL ROOM 12 13 REC XRAY NOTE 1 RECEPTACLES 360 20 1 A 20 1 360 RECEPTACLES NOTE 1 REC CONTROL ROOM 14 15 REC ULTRASOUND NOTE 1 RECEPTACLES 720 20 1 B 20 1 720 RECEPTACLES NOTE I REC RECEPTION 16 17 REC ULTRASOUND NOTE 1 RECEPTACLES 360 20 1 C 20 1 800 GENERAL EQUI NOTE 1 REC COPIER 18 19 REC ULTRASOUND NOTE 1 RECEPTACLES 720 20 1 A 20 1 360 RECEPTACLES NOTE 1 REC FRONT LOBBY 20 21 ELEC WATER COOLER NOTE 1 GENERAL EQUI 500 20 1 B 20 1 500 GENERAL EQUI NOTE 1 FRONT DOOR ADO 22 23 REC WAITING NOTE 1 RECEPTACLES 720 20 1 C 20 1 540 RECEPTACLES NOTE 1 REC PHASE 2 24 25 LIGHTING PHASE 2 NOTE 1 LIGHTING 1200 20 1 A 20 1 540 RECEPTACLES NOTE 1 REC PHASE 2 26 27 LIGHTING PHASE 2 NOTE 1 LIGHTING 1200 20 1 B 20 1 540 RECEPTACLES NOTE 1 REC PHASE 2 28 29 LIGHTING PHASE 2 NOTE 1 LIGHTING 1200 20 1 C 20 1 540 RECEPTACLES NOTE 1 REC PHASE 2 30 31 REC PHASE 2 NOTE 1 RECEPTACLES 540 20 1 A 20 1 540 RECEPTACLES NOTE I REC PHASE 2 32 33 REC PHASE 2 NOTE 1 RECEPTACLES 540 20 1 B 20 1 540 RECEPTACLES NOTE 1 REC PHASE 2 34 35 SPARE EXISTING SPARE 0 20 1 C 20 1 0 SPARE EXISTING SPARE 36 37 SPARE EXISTING SPARE 0 20 1 A 20 1 0 SPARE NOTE 2 SPARE 38 39 SPARE EXISTING SPARE 0 20 1 B 20 1 0 SPARE EXISTING SPARE 40 41 SPARE EXISTING SPARE 0 20 1 C 20 1 0 SPARE EXISTING SPARE 42 43 AC-1 EXISTING MOTOR LOAD 10530 40 3 A 60 3 15540 MOTOR LOAD EXISTING AC-2 44 45 - B - 46 47 - C - 48 49 AC -3 EXISTING MOTOR LOAD 10530 40 3 A 40 2 6420 MOTOR LOAD EXISTING AC-4 50 51 - B „" - „" 52 53 - "' C 40 3 11250 MOTOR LOAD EXISTING AC-6 54 55 AC-5 EXISTING MOTOR LOAD 10530 40 3 A "" - 56 57 - B - „" 58 59 - C 40 3 7530 NON -COINCIDE EXISTING CU-2 60 61 CU-1 EXISTING NON -COINCIDE 4950 25 3 A "" - 62 63 - B „" - 64 65 - "" C 20 1 0 SPARE SPARE 66 67 CU-3 EXISTING NON -COINCIDE 6000 30 3 A 20 1 0 SPARE SPARE 68 69 - "" B 40 3 6390 NON -COINCIDE EXISTING CU-6 70 71 „" _ „" C 72 73 CU-5 EXISTING NON -COINCIDE 6000 30 3 A - 74 75 - B 20 1 0 SPARE EXISTING SPARE 76 77 "' - C 20 1 0 SPARE EXISTING SPARE 78 79 SPARE NOTE 2 SPARE 0 20 3 A 20 1 0 SPARE NOTE 2 SPARE 80 81 - "` B 20 1 0 SPARE NOTE 2 SPARE 82 83 "" - "" C 20 I 0 SPARE NOTE 2 SPARE 84 A TA ALL CONNECTED K A VA MAXAX PH AMP PHASE TOTALS VA AMPS BUS TOTALS KV TOTAL CONNECTED 113,81 331,6 w A-N 39137.E 325,9 CONNECTED 113,81 DATE: Apr 23, 2009 TOTAL DEMAND 85. 51 252, 3 w B-N 3982E 1 331. 6 DEMAND 85, 51 TIME: 17: 42: 47 TOTAL DESIGN 87.70 257 9 X C-N 34947.5 291.0 DESIGN 87,70 NOTE 1: UTILIZE EXISTING CIRCUIT BREAKER MADE AVAILABLE DURING DEMOLITION. NOTE 2: LEAVE EXISTING CIRCUIT BREAKER MADE AVAILABLE DURING DEMOLITION PHASE, RELABEL AS SPARE REFER TO PANEL SCHEDULE FOR CIRCUIT BREAKER AND WIRE SIZE. NOTE: SPD SHALL BE CLOSE-NIPPLED TO PANEL ENCLOSURE AND CONNECTED TO CLOSEST CIRCUIT BREAKER IN SPACE TO MINIMIZE LENGTH OF CONDUCTORS (NOT TO EXCEED 18") AND AVOID UNNECESSARY BENDS. SURGE PROTECTION DEVICE PANEL KEY MDP Project No. 09002.00 E5s 1 $DATE$ $TIME$ $FILEA$ © 2009 BH/PK Architects, 13 -s 1 Ub /WjtwL �_ 9ER rarriwer�af'II:'?"".'.�.n•'n"'... -... _ .;,.:,_::. _ .. ?!!YK`� _.,ter .. .... _.......... _ _ �'- _ _ — �, n mn..,.