Attachment 4 - Drawings Complete Set.pdf

Project Location

DEPARTMENT OF VETERANS AFFAIRS

DESIGN, EXPAND AND

RENOVATE HEMODIALYSIS

BRUCE W. CARTER MEDICAL CENTER

1201 NW 16TH STREET - MIAMI, FL 33125

PROJECT NUMBER - 546-17-113

CONSTRUCTION DOCUMENTS FINAL SUBMISSION

DECEMBER 22, 2020

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

PROJECT LOCATION

BUILDING #1

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

U.S. Department of Veterans Affairs

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

FLOOR PLAN - RENOVATION - LIFE SAFETY

1/8" = 1'-0"

LS-100

System No.W-L-7091 May 19, 2005

F Ratings - 1 & 2 Hr (See Item 1) T Rating - 0 Hr

1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing shall consist of steel channel studs to be min 3-1/2 in.

(89 mm) wide and spaced max 24 in. (610 mm) OC. Additional 3-1/2 in. (89

mm) wide steel studs shall be used to completely frame opening.

B. Gypsum Board* - Thickness, type, number of layers and fasteners as required in the individual Wall and Partition Design. Max size of opening to be 640 sq in. (4129 cm2) with a max dimension of 32 in. (813 mm)

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Steel Duct - Nom 30 in. by 18 in. (762 mm by 457 mm) (or smaller) No. 24 gauge (or heavier) galv steel duct installed concentrically or eccentrically within opening.

Annular space between duct and periphery of opening to be min 0 in. (point contact) to max 2 in. (0 mm to max 51 mm). Duct to be rigidly supported on both sides of wall assembly.

3. Firestop System - The firestop system shall consist of the following:

A. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall.

3M COMPANY - CP 25WB+, IC 15WB+ caulk or FB-3000 WT sealant

B. Retaining Angles - Min 16 gauge galv steel angles sized to lap duct a min of 2 in. (51 mm) and lap wall surfaces a min of 1 in. (25 mm). Angles attached to duct on both sides of wall with min 1/2 in. (13 mm) long, No. 10 (or larger) sheet metal screws spaced a max 1 in. (25 mm) from each end and spaced a max 6 in. (152 mm) OC.

*Bearing the UL Classification Marking

SECTION A-A

SECTION A-A

System No.W-L-2299 May 19, 2005

F Ratings - 1 & 2 Hr (See Item 1) T Rating - 0 Hr

1. Wall Assembly - The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs - Wall framing may consist of either wood studs or steel channel studs.

Wood studs to consist of nom 2 in. by 4 in. (51 mm by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. wide (89 mm) spaced max 24 in. (610 mm) OC.

B. Gypsum Board* - The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 3-1/2 in. (89 mm).

The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.

2. Through Penetrants - One nonmetallic pipe or conduit installed eccentrically or concentrically within opening. Annular space between penetrant and periphery of opening to be min 0 in. (point contact) to max 1-1/8 in. (0 mm to max 29 mm).

Penetrant to be rigidly supported on both sides of wall. The following types and sizes of penetrants may be used:

A. Polyvinyl Chloride (PVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 solid core or cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system.

B. Chlorinated Polyvinyl Chloride (CPVC) Pipe - Nom 2 in. (51 mm) diam (or smaller) SDR13.5 CPVC pipe for use in closed (process or supply) piping systems.

C. Rigid Nonmetallic Conduit+ - Nom 2 in. (51 mm) diam (or smaller) Schedule 40 PVC conduit installed in accordance with Article 347 of the National Electrical Code (NFPA No. 70).

D. Acrylonitrile Butadiene Styrene (ABS) Pipe - Nom 1-1/2 in. (38 mm) diam (or smaller) Schedule 40 solid core or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.

E. Electrical Nonmetallic Tubing (ENT)+ - Nom 1-1/4 in (32 mm) diam (or smaller) ENT installed in accordance with Article 331 of the National Electrical Code (NFPA No. 70).

See Electrical Nonmetallic Tubing (FKHU) category in the Electrical Construction Materials Directory for names of manufacturers.

3. Fill,Void or Cavity Material* - Caulk or Sealant - Min 5/8 in. (16 mm) thickness of caulk applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall.

3M COMPANY - IC 15WB+, CP 25WB+ caulk or FB-3000 WT sealant (Note: CP 25WB+ not suitable for use with CPVC pipes.)

*Bearing the UL Classification Marking +Bearing the UL Listing Mark

1. Wall Assembly — The 1 or 2 h fire-rated gypsum wallboard/stud assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs — Wall framing may consist of either wood studs or steel channel studs.

Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. Additional framing members to be installed in stud cavity containing the through penetrating item to form a rectangular box around the penetrant.

B. Gypsum Board* — One or two layers of nom 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max area of opening is 160 sq in. with max dimension of 20 in. Max width of opening in wood stud walls is limited to 14-1/2 in. The hourly F Rating the firestop system is equal to the hourly fire-rating of the wall assembly in which it is installed. In 1 h fire-rated wall assemblies, the T Rating is 0 h. In 2 h fire-rated wall assemblies, the T Rating is 1/2 h.

2. Cable Tray — Max 18 in. wide by 6 in. deep open ladder cable formed from No.

16 MSG (0.060 in.) thick galv steel with 1 in. wide by 3/4 in. deep galv steel rungs spaced 9 in. OC, or max 18 in. wide by 4 in. deep open ladder aluminum tray formed from 0.060 in. thick aluminum with 1 in. wide by 1-7/16 in. deep aluminum rungs spaced 9 in. OC. One cable tray shall be installed in the opening. The annular space between the cable tray the and top and bottom of the opening shall range from 0 in. (point contact) to a max 2 in. The annular space between the cable tray and each side shall be a nom 1 in.

3. Cables — Aggregate cross-sectional area of cables in cable tray to be max 30 percent of the cross-sectional area of the cable tray based on a max 3 in. cable loading depth within the cable tray. The max cable loading within the cable tray is dependent upon the depth of the cable tray (Item 2). For cable trays having a depth of 4 in. or less, the max cable loading depth is 30 percent. For cable trays having a depth greater than 4 in., the max cable loading is 18 percent. Any combination of the following types and sizes of copper conductor cables may be used:

A. Max 1/C No. 300 kcmil cable with cross-linked polyethylene (XLPE) jacket.

B. Max 7/C No. 12 AWG cable with polyvinyl chloride (PVC) or XLPE insulation and PVC jacket.

C. Max 100 pair No. 24 AWG cable with PVC insulation and jacket.

4. Firestop System — The firestop system shall consist of the following:

A. Steel Channel — "C" shaped channel field fabricated from min No. 30 MSG

(0.016 in.) thick galv sheet steel. Channel shall consist of two min 3 in. wide by 6 in. long flange and a min 5 in. deep by 6 in. wide web. The channels shall be fitted against each side of the opening. Each flange shall be secured to the steel studs on both surfaces of the wall by means of 2-1/4 in. long Type S self-drilling, self-tapping bugle-head steel screws and 1/4 in. by 1-1/2 in. diam steel fender washers, spaced 4 in. OC.

B. Fill, Void or Cavity Material* — Pillows — Max 9-1/2 in. long by 8 in. wide by 2-1/4 in. thick plastic covered intumescent pillows. Pillows to be installed with 9-1/2 in. dimension projecting through wall and centered within the opening of the wall assembly. Pillows tightly packed into opening to fill the annular space between cables and periphery of opening and between cable tray and periphery of opening. EGS NELSON FIRESTOP — Type PLW Pillows

C. Fill, Void or Cavity Material* — Putty — (Not Shown) — After installation of the pillows (Item 4B), putty shall be applied to seal any voids between the cables and the pillows and between the cable tray and the pillows on both sides of wall assembly. EGS NELSON FIRESTOP — Type FSP Putty

D. Wire Lath — Nom 2 in. hexagonal shaped wire lath fabricated from min No. 19 SWG (0.041 in.) galv steel wire. Wire lath cut to fit the contour of the opening with a min 3 in. lap beyond the periphery of the opening to keep the pillows in place. Wire lath secured to both surfaces of wall assembly by means of 2-1/4

in. long Type S self-drilling, self-tapping bugle-head steel screws and 1/4 in. by 1-1/2 in diam steel fender washers, spaced 6 in. OC.

System No. W-L-4003 November 05, 2010

F Ratings — 1 and 2 Hr (See Item 1B) T Ratings — 0 and 1/2 Hr (See Item 1B) strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

FLOOR PLAN - DEMOLITION

AD-100

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

FLOOR PLAN - RENOVATION - ARCHITECTURAL

A-100 south wall materialmaterial finish room number space name floor material material material- finishfinish finish

ROOM FINISH SCHEDULE

base north wall east wall material materialfinish finishfinish west wall ceiling ceiling height remarks notes &

APC = ACOUSTICAL PANEL CEILING

BG = BUMPER GUARD (SEE DETAIL ON SHEET A-301)

B.O.S. = BOTTOM OF STRUCTURE

CONC = CONCRETE

CR = CHAIR RAIL (SEE DETAIL ON SHEET A-301)

CT = CERAMIC TILE

CG = CORNER GUARD (SEE DETAIL ON SHEET A-301)

FACT = FACTORY FINISH

GYP = GYPSUM WALLBOARD

HR = HAND RAIL (SEE DETAIL ON SHEET A-301)

N/A = NOT APPLICABLE

P = PAINT

SEALER = SEALER

TERR = TERRAZZO 3 8" MIN. THICKNESS

WD = WOOD

WSCT = WAINSCOT

1. CT TO BE WAINSCOT HEIGHT. SEE INTERIOR ELEVATIONS.

2. CHAIR RAIL. SEE PLAN FOR LOCATION. SEE DETAIL ON SHEET A-301.

3. HANDRAILS/CORNER GUARDS. SEE FLOOR PLAN FOR LOCATIONS.

4. MARBLE THRESHOLD.

5. WALL GUARDS. SEE DETAIL ON SHEET A-301. SEE FLOOR PLAN FOR

LOCATIONS.

6. WOOD WAINSCOT. REFER TO DETAILS ON SHEET A-301.

7. INSTALL CURTAIN TRACK.

8. CORNER GUARDS. SEE FLOOR PLAN FOR LOCATIONS.

100 PATIENT ENTRANCE EXIST CONC TERR VINYL COVE GYP P GYP P NA NA GYP P GYP P SEE RCP NOTE 8 101 CORRIDOR EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 3, 6, 8 102 MOBILITY DEVICE STORAGE EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 5, 8 103 WAITING EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 2, 6, 8 104 PATIENT TOILET EXIST CONC CT CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT APC FACT SEE RCP NOTE 1, 4 105 SEC./OPEN OFF./RECEP./STOR. EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 8 106 KITCHEN \ NOURISHMENT EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 6, 8 107 CORRIDOR EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 8 108 STAFF TOILET EXIST CONC CT CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT APC FACT SEE RCP NOTE 1, 4

110 STAFF LOUNGE/LOCKERS EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 8 111 CORRIDOR EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 8 112 CONFERENCE / CLASS ROOM EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP 113 DOCTOR'S OFFICE EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP

115 NURSE MANAGER EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP 116 EXAM ROOM EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 5, 7, 8

117 NOT USED - - - - - - - - - - - - - - - -

119 NURSE AREA EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 5, 6, 8 120 MED. PREP. EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP

122 #1 BARIATRIC BED STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8

130 DIALYSIS EQUIP. STORAGE EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP 131 #8 CHAIR STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8 132 #9 CHAIR STATION EXIST CONC TERR VINYL COVE GYP P NA NA NA NA GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8 133 SUPPLY STORAGE EXIST CONC TERR VINYL P GYP P GYP P GYP P GYP P APC FACT SEE RCP

135 #10 CHAIR STATION EXIST CONC TERR VINYL COVE GYP P NA NA NA NA GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8 136 #11 CHAIR STATION EXIST CONC TERR VINYL COVE GYP P NA NA NA NA NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8 137 #12 CHAIR STATION EXIST CONC TERR VINYL COVE GYP P GYP P NA NA NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8 138 SOILED UTILITY EXIST CONC TERR CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT APC FACT SEE RCP NOTE 1, 4

139 H.A.C. EXIST CONC TERR CT COVE GYP P GYP P GYP P GYP P GYP P SEE RCP

141 NOT USED - - - - - - - - - - - - - - -

142 WATER TREAT./DIALYSIS PREP.EXIST CONC TERR TERR COVE GYP P GYP P GYP P GYP P B.O.S. P SEE RCP 143 #13 CHAIR STATION EXIST CONC TERR VINYL COVE GYP P NA NA NA NA GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8

146 STAFF ENTRANCE EXIST CONC TERR VINYL COVE NA NA GYP P GYP P GYP P GYP P SEE RCP NOTE 8

148 #16 NEG. ISO. BED STATION EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8

153 DATA CLOSET EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P GYP P SEE RCP

154 ELEC. CLOSET EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P GYP P SEE RCP

128 #7 BARIATRIC CHAIR STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8 129 BIOMED ENGINEERING EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP

140 NOT USED - - - - - - - - - - - - - - -

109 STAFF ENTRANCE EXIST CONC TERR VINYL COVE GYP P GYP P NA NA GYP P GYP P SEE RCP NOTE 8

114 CORRIDOR EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 8

118 PATIENT TOILET EXIST CONC CT CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT APC FACT SEE RCP NOTE 1, 4

121 NURSE AREA EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 5, 6, 8

123 #2 BARIATRIC BED STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8 124 #3 BARIATRIC BED STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8 125 #4 BARIATRIC CHAIR STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8 126 #5 BARIATRIC CHAIR STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8 127 #6 BARIATRIC CHAIR STATION EXIST CONC TERR VINYL COVE NA NA NA NA GYP P NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8

134 PATIENT TOILET EXIST CONC CT CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT APC FACT SEE RCP NOTE 1

143 #14 CHAIR STATION EXIST CONC TERR VINYL COVE GYP P NA NA NA NA NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8 144 #15 CHAIR STATION EXIST CONC TERR VINYL COVE GYP P GYP P NA NA NA NA APC FACT SEE RCP NOTE 5, 6, 7, 8

149 PATIENT TOILET EXIST CONC CT CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT GYP P SEE RCP NOTE 1, 4 150 #17 NEG. ISO. BED STATION EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8 151 #18 NEG. ISO. BED STATION EXIST CONC TERR VINYL COVE GYP P GYP P GYP P GYP P APC FACT SEE RCP NOTE 5, 6, 7, 8 152 PATIENT TOILET EXIST CONC CT CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT GYP P SEE RCP NOTE 1, 4

147 PATIENT TOILET EXIST CONC CT CT COVE GYP P/CT GYP P/CT GYP P/CT GYP P/CT GYP P SEE RCP NOTE 1, 4 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

FLOOR PLAN - RENOVATION - DIMENSIONED

A-101 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

FLOOR PLAN - RENOVATION - RCP

A-200

CORRIDOR SIDE

SUITE SIDE

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

BUILDING SECTION

1/4" = 1'-0"

A A-300

A-301

A-701

BUILDING SECTION

1/4" = 1'-0"

B A-300

A-701 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

BIOMED ENGINEERING

TYPICAL CHAIR STATION LAYOUT

1/4" = 1'-0"

A-400

#134

PATIENT TOILET

1/4" = 1'-0"

A-400

TYPICAL BED STATION LAYOUT

1/4" = 1'-0"

A-400

ISO. BED STATION LAYOUT

1/4" = 1'-0"

A-400

#103

WAITING

1/4" = 1'-0"

A-400

ENLARGED PLANS

1/4" = 1'-0"

A-400

ENLARGED PLANS

1/4" = 1'-0"

A-400

TYPICAL CHAIR STATION LAYOUT

N.T.S.

AA

A-400

TYPICAL BED STATION LAYOUT

N.T.S.

BB

A-400

TYPICAL ISO. BED STATION LAYOUT

N.T.S.

CC

A-400 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

NURSE'S AREA

1/4" = 1'-0"

A-401

NURSE STATION

N.T.S.

AA

A-401 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

VAO VAO

VAO VAO

VAOVAO VAOVAO VAO

VAOVAOVAOVAOVAO VAO

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

VAO

718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994 door, frame and glazingopening hardware re ma rks / n ote s ke y s ide ke y m ar k ke y t yp e loc k a cc es s gla zin g t yp e fra me fin ish fra me m ate ria l fra me ty pe do or fin ish do or m ate ria l do or ty pe fire ra tin g no mi na l s ize s do or nu mb er

DOOR SCHEDULE

ja mb de tai l he ad de tai l sil l d eta il gla zin g s top si de ha rd wa re gr ou p

WD = WOOD

ALUM= ALUMINUM

DOOR MATERIAL:

DOOR FINISH

S = STAIN

M = MANUFACTURE'S FINISH

FRAME TYPE

SEE ELEVATIONS FOR TYPES.

AL = ALUMINUM

S = STANDARD

FRAME MATERIAL:

HM = STD HOLLOW METAL (O8110)

ALUM = ALUMINUM

FRAME FINISH:

P = PAINT

M = MANUFACTURE'S FINISH

HARDWARE GROUPS:

REFER TO SPEC SECTION 08 71 00

DOOR TYPE:

SEE ELEVATIONS FOR TYPES.

AL = ALUMINUM

F = FLUSH

FG = FULL GLASS

NL = NARROW LIGHT

SL = SLIDING DOOR

SLG = GLASS SLIDING DOOR

NOTES:

1. SINGLE SLIDING DOOR. HARDWARE AND FRAME BY

MANUFACTURER.

2. DOUBLE EGRESS DOOR.

3. GLAZING .25 T = 14" CLEAR TEMPERED GLASS

4. THE ABBREVIATION "NA" MEANS " NOT APPLICABLE "

WHERE NOTED ON THE SCHEDULE.

5. SEE WINDOW TYPES FOR DOOR FRAME.

6. ICU DOOR HARDWARE AND FRAME BY

MANUFACTURER.

100 PR. 3'-0"x7'-0" 45 MIN NL WD S S2 HM P .25 T NA 4 3 NA HW-1 NA NA NA NA NOTE 3

102 4'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA

112 3'-0"x7'-0" NA FG ALUM M B ALUM M .25 T NA 13 5 NA HW-8 NA NA NA NA NOTE 3, 5

120 3'-0"x7'-0" NA SLG1 ALUM M F ALUM M .5 T NA 17 16 NA HW-16 NA NA NA NA NOTE 1

146 PR. 2'-0"/3'-0"x7'-0" 45 MIN F WD S S1 HM P NA NA 2 1 NA HW-1 NA NA NA NA

101 PR. 3'-0"x7'-0" NA NL WD S S2 HM P .25 T NA 4 3 NA HW-3 NA NA NA NA NOTE 2, 3

104 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 A HW-4 NA NA NA NA 106 3'-0"x7'-0" NA NL WD S S1 HM P .25 T NA 2 1 NA HW-9 NA NA NA NA NOTE 3 108 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 A HW-5 NA NA NA NA 109 3'-0"x7'-0" 45 MIN F WD S S1 HM P NA NA 2 1 NA HW-6 NA NA NA NA 110 3'-0"x7'-0" NA NL WD S S1 HM P .25 T NA 2 1 NA HW-7 NA NA NA NA NOTE 3 111 3'-0"x7'-0" NA NL WD S S1 HM P .25 T NA 2 1 NA HW-7 NA NA NA NA NOTE 3

113 3'-0"x7'-0" NA FG ALUM M B ALUM M .25 T NA 13 5 NA HW-8 NA NA NA NA NOTE 3, 5 115 3'-0"x7'-0" NA FG ALUM M B ALUM M .25 T NA 13 5 NA HW-8 NA NA NA NA NOTE 3, 5 116 4'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-8 NA NA NA NA 118 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 A HW-4 NA NA NA NA

129 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-7 NA NA NA NA 130 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA 133 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA 134 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 A HW-4 NA NA NA NA 138 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA 139 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA

148 9'-0"x7'-4" NA ICU2 ALUM M FACT ALUM M .25 T NA 19 20 NA HW-12 NA NA NA NA NOTE 6, 3

153 PR. 3'-0"x7'-0" 45 MIN F WD S S2 HM P NA NA 4 3 NA HW-15 NA NA NA NA

142 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA

147 3'-0"x7'-0" NA NL WD S S1 HM P .25 T NA 2 1 NA HW-10 NA NA NA NA NOTE 3 147A 3'-0"x7'-0" NA NL WD S S1 HM P .25 T NA 2 1 NA HW-11 NA NA NA NA NOTE 3 147B 3'-0"x7'-0" NA NL WD S S1 HM P .25 T NA 2 1 NA HW-11 NA NA NA NA NOTE 3

149A 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 A HW-14 NA NA NA NA 149B 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 A HW-14 NA NA NA NA 150 8'-8"x7'-4" NA ICU1 ALUM M FACT ALUM M .25 T NA 10 11 12 HW-13 NA NA NA NA NOTE 6, 3 151 8'-8"x7'-4" NA ICU1 ALUM M FACT ALUM M .25 T NA 10 11 12 HW-13 NA NA NA NA NOTE 6, 3 152 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 A HW-14 NA NA NA NA

154A 3'-0"x7'-0" 45 MIN F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA

E1-2 3'-0"x7'-0" NA F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA 154B 3'-0"x7'-0" 45 MIN F WD S S1 HM P NA NA 2 1 NA HW-2 NA NA NA NA

A

-6

A-600

B A-600

A

-6

A-600B

A-600

A

-6

A

-6

A

-6

A-600

A-600

A

-6

A-600

A-600

A

-6

A-600

A

-6

A-600

A

-6 00 5

A -6

00 5 A

-6

A

-6

A -6

A -6

A-600

A-600

A

-6

A-600

A

-6

A-600

A

-6

A

-6

A-600

A-60013

A-600

A-600

A-600

A

-6

A

-6

A

-6

A-600

A

-6 00 7

A -6

A

-6

A-600

A-600

A-600

A-600

A-600

A-600

DOOR

HEAD DTL.

1 1/2" = 1'-0"

A-600

DOOR

JAMB DTL.

1 1/2" = 1'-0"

A-600

DOOR

HEAD DTL.

1 1/2" = 1'-0"

A-600

DOOR

JAMB DTL.

1 1/2" = 1'-0"

A-600

ICU SLIDING

SILL DTL.

1 1/2" = 1'-0"

A-600

ICU SLIDING

JAMB DTL.

1 1/2" = 1'-0"

A-600

ICU SLIDING

HEAD DTL.

1 1/2" = 1'-0"

A-600

UNEVEN PAIR

JAMB DTL.

1 1/2" = 1'-0"

A-600

UNEVEN PAIR

HEAD DTL.

1 1/2" = 1'-0"

A-600 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

COUNTER SUPPORT DETAIL

3" = 1'-0"

C A-700 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

A-701 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

TYPICAL DIVIDER STRIP

1'-0" = 1'-0"

A A-800

SILL/THRESHOLD @ DOOR 200

6" = 1'-0"

B A-800

NEW 5/8" TERRAZZO FLOOR TRANSITION

6" = 1'-0"

C A-800 strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

FLOOR PLAN - EQUIPMENT LAYOUT

AI-100

strollo & strollo 718 Virginia Drive

Orlando, FL. 32803 T: (407) 423-5355 F: (407) 422-5994

SCALE:

SCALE:

SCALE:

SCALE:

NTS

NTS

NTS

NTS

X X X

X X X

BOTTOM OF STRUCTURE

UPRIGHT SPRINKLER HEAD

REDUCER

1" NIPPLE

BRANCH LINE

RECESSED PENDENT

SPRINKLER HEAD DETAIL

UPRIGHT SPRINKLER HEAD DETAIL

SPRINKLERS IN GRID CEILING SYSTEMS SHALL BE LOCATED AT THE

MIDPOINT OR QUARTERPOINT OF THE FOUR FOOT (4') DIMENSION AND THE

MIDPOINT OF THE TWO (2') DIMENSION. WHERE A CONFLICT OCCURS,

SYMMETRY ABOUT THE AXIS SHALL BE MAINTAINED.

E Q

E

Q

EQ.EQ.EQ.EQ.

E Q

E

Q

E Q

E

Q

EQ.EQ.

E Q

E

Q

EQ. EQ.

E Q

E

Q

EQ. EQ.

SPRINKLER

SPEAKER OR

OTHER DEVICE

AIR DEVICE OR

LIGHT FIXTURE

CEILING LEGEND

SPRINKLER MOUNTING DETAIL

UNION WITH CORROSION

RESISTANT ORIFICE GIVING FLOW

EQUIVALENT TO THE SMALLEST

SPRINKLER ORIFICE IN THE SYSTEM

TO DRAIN

SYSTEM RISER

AUXILIARY DRAIN

VALVE

SITE GLASS

INSPECTORS TEST VALVE

1" DRAIN LINE

PRESSURE GAUGE

WATER FLOW SWITCH

TO SPRINKLERS

INDICATING TYPE FLOOR

CONTROL VALVE WITH

SUPERVISORY SWITCH

FIRE SPRINKLER ZONE

VALVE PIPING DETAIL

CEILING

SPRINKLER HEAD

BRANCH LINE

REDUCER

1" NIPPLE

CEILING

GENERAL NOTES

1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND

INDICATIVE OF WORK TO BE PROVIDED (FURNISHED AND

INSTALLED) UNDER THIS CONTRACT. DRAWINGS SHOULD NOT

BE SCALED.

2. THE CONTRACTOR IS RESPONSIBLE TO EXAMINE THE EXISTING

CONDITIONS UNDER WHICH THEY SHALL OPERATE AND VERIFY

THE EXTENT OF WORK REQUIRED TO COMPLETE THE WORK

UNDER THIS CONTRACT.

3. PRIOR TO ORDERING AND FABRICATING ANY EQUIPMENT, IT IS

THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE

PHYSICAL CONDITIONS AT THE PROJECT SITE AND VERIFY

SPACE AND SUFFICIENT CLEARANCES ARE AVAILABLE FOR

INSTALLING EQUIPMENT, DUCTWORK, PIPING, AND

APPURTENANCES, AND TO DETERMINE ANY NECESSARY

MODIFICATIONS.

4. PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE

FEDERAL, STATE, AND LOCAL CODES, REGULATIONS, AND

STANDARDS ADOPTED BY THE AUTHORITY HAVING

JURISDICTION. IF CONFLICTS EXIST BETWEEN THESE

ENGINEERING DOCUMENTS AND CODES, THE MOST STRINGENT

REQUIREMENTS SHALL GOVERN.

5. ALL CONSTRUCTION WORK SHALL ALSO MEET THE FOLLOWING

CODE REQUIREMENTS:

• VA ARCHITECTURAL DESIGN MANUAL 2014

• VA INTERIOR DESIGN MANUAL 2020

• VA ASBESTOS ABATEMENT DESIGN MANUAL 2011

• VA CRITICAL PATH METHOD DESIGN MANUAL 2012

• VA PHYSICAL SECURITY DESIGN MANUAL 2020

• MANUAL FOR PREPERATION OF COST ESTIMATES AND

RELATED DOCUEMENTS FOR VA FACILITIES 2019

• VA ELEVATOR DESIGN MANUAL 2020

• VA HVAC DESIGN MANUAL 2020

• VA PLUMBING DESIGN MANUAL 2018

• VA FIRE PROTECTION DESIGN MANUAL 2015

• VA ELECTRICAL DESIGN MANUAL 2019

• VA LIGHTING DESIGN MANUAL 2015

• INTERNATIONAL BUILDING CODE (IBC) 2018

• INTERNATIONAL EXISTING BUILDING CODE 2018

• IBC MECHANICAL 2018

• IBC PLUMBING 2018

• IBC ENERGY CONSERVATION 2018

• INTERNATIONAL FIRE CODE 2018

• NFPA 1-2021, THE UNIFORM FIRE CODE

• NFPA 101-2021, THE LIFE SAFETY CODE

• NFPA 51B-2019, STANDARD FOR FIRE PREVENTION DURING

WELDING, CUTTING AND OTHER HOT WORK

• NFPA 13-2019, STANDARD FOR THE INSTALLATION OF

SPRINKLER SYSTEMS

• NFPA 70-2020, NATIONAL ELECTRICAL CODE

• NFPA 90A-2021, STANDARD FOR THE INSTALLATION OF AIR

CONDITIONING AND VENTING SYSTEMS.

• NFPA 99-2021, STANDARD FOR HEALTH CARE FACILITIES

• NFPA 241-2019, STANDARD FOR SAFEGUARDING

CONSTRUCTION, ALTERATION AND DEMOLITION

OPERATIONS.

6. CONTRACTOR SHALL COORDINATE AND SEQUENCE

DEMOLITION, CLEANING, AND CONSTRUCTION WORK.

7. CONTRACTOR SHALL NOTE ANY SPECIAL REQUIREMENTS FOR

INSTALLATION OF WORK UNDER THIS CONTRACT. DISMANTLE

AND REASSEMBLE EQUIPMENT AS NECESSARY FOR ENTRY INTO

THE BUILDING AND THE LOCATION OF INSTALLATION.

8. THE CONTRACTOR SHALL MAINTAIN A COMPLETE PROJECT

SCHEDULE AND SHALL UPDATE THIS SCHEDULE WEEKLY. ANY

CHANGES SHALL BE NOTED AND AN UPDATED SCHEDULE SHALL

BE PROVIDED TO THE OWNER.

9. ALL PERMITS, FEES, TAXES, ETC SHALL BE PAID BY

CONTRACTOR AS PART OF THE TOTAL PROJECT COST.

10. MAINTAIN THE INTEGRITY OF ALL FIRE AND SMOKE RATED

WALLS, PARTITIONS, CEILINGS, AND FLOORS. SEAL ALL

PENETRATIONS THROUGH RATED ASSEMBLIES WITH FIRESTOP

MATERIAL IN ACCORDANCE WITH U.L. REQUIREMENTS TO

MAINTAIN THE ASSEMBLY RATING.

11. CONTRACTOR SHALL FURNISH U.L. APPROVED DRAWINGS FOR

EACH TYPE OF FIRE AND SMOKE RATED ASSEMBLY

PENETRATION BY DUCTS, PIPES, OR CONDUITS, AND SHALL

DISPLAY THESE DRAWINGS ON THE JOB SITE AT ALL TIMES

DURING CONSTRUCTION.

12. CONTRACTOR SHALL REFER TO ALL DETAILS FOR PROPER

GUIDANCE.

13. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND

EQUIPMENT SUBMITTALS FOR ALL PRODUCTS USED ON

PROJECT.

14. THE ENGINEER'S APPROVAL OF SUBMITTAL DATA SHALL NOT

RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR

DEVIATIONS FROM THE REQUIREMENTS OF CONTRACT

DOCUMENTS UNLESS THE CONTRACTOR HAS RECEIVED

WRITTEN APPROVAL FROM THE ENGINEER TO THE SPECIFIC

DEVIATION. THE ENGINEER'S APPROVAL OF SUBMITTAL DATA

SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR

ERRORS OR OMISSIONS IN HIS OR HER SUBMITTAL DATA.

15. THE CONTRACTOR IS REQUIRED TO SUBMIT THREE COMPLETE

O&M MANUALS IN THREE RING BINDERS AT SUBSTANTIAL

COMPLETION. MANUALS SHALL INCLUDE INSTALLATION AND

MAINTENANCE DATA ON ALL NEW EQUIPMENT AND MATERIALS,

CERTIFIED TECHNICAL PRODUCT DATA, EQUIPMENT SHOP

DRAWINGS, SPARE PARTS DATA, ETC. PROVIDE AN INDEX AND

ASSOCIATED DIVIDERS.

16. CLOSE OUT DOCUMENTS: THE CONTRACTOR IS TO MAINTAIN

ONE SET OF CONSTRUCTION DRAWINGS ON SITE AND KEEP

CURRENT WITH MARK UP AS-BUILT CONDITIONS DURING

CONSTRUCTION OF THE PROJECT. THIS SET IS TO INCLUDE ALL

CONTRACT CHANGES, MODIFICATIONS AND CLARIFICATIONS.

THIS SET ALONG WITH ALL SHOP DRAWINGS SHALL BE TURNED

OVER TO THE ARCHITECT/ENGINEER AFTER CONSTRUCTION

COMPLETION.

17. IT IS THE RESPONSIBILITY OF ALL BIDDERS TO THOROUGHLY

REVIEW AND UNDERSTAND ALL CONSTRUCTION DOCUMENTS.

THIS INCLUDES BUT IS NOT LIMITED TO ALL DRAWINGS,

SPECIFICATION SECTIONS, ETC. THE DRAWINGS ARE

SCHEMATIC IN NATURE. THEREFORE BEFORE STARTING ANY

WORK, THE CONTRACTOR SHALL REVIEW ALL OTHER

CONSTRUCTION DOCUMENTS, VERIFY FIELD CONDITIONS AND

SHALL MAKE ANY REQUIRED MINOR ADJUSTMENTS WITHOUT

EXTRA COST TO THE OWNER. ANY MAJOR DISCREPANCIES

FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE

ARCHITECT/ENGINEER. THE BASE BID SHALL REFLECT THE

TOTAL COST OF NEW EQUIPMENT INSTALLATION. THIS

INCLUDES LABOR, EQUIPMENT AND MATERIALS. NO CHANGE

ORDERS SHALL BE ISSUED WITHOUT WRITTEN CONSENT AND

APPROVAL FROM ENGINEER AND ARCHITECT.

1. THESE DOCUMENTS REPRESENT THE DESIGN INTENT AND

COVERAGE AREA FOR THE FIRE SPRINKLER SYSTEM WITHIN THE

PROJECT SCOPE. THE CONTRACTOR IS RESPONSIBLE FOR

PROVIDING A COMPLETE FIRE SPRINKLER SYSTEM APPROVED PER

NFPA AND BY THE AUTHORITY HAVING JURISDICTION. PROVIDE

HYDRAULIC CALCULATIONS, SHOP DRAWINGS, AND ANY

ADDITIONAL EQUIPMENT NECESSARY TO COMPLETE THE

INSTALLATION AND COMPLY WITH THE SPECIFICATIONS AND ALL

APPLICABLE CODES AND CRITERIA.

2. ALL FIRE PROTECTION WORK SHALL MEET ALL THE

REQUIREMENTS OF THE US DEPARTMENT OF VETERAN AFFAIRS

FIRE PROTECTION DESIGN MANUAL, LATEST APPROVED EDITION

NFPA FIRE CODES, AND APPLICABLE OSHA AND EPA REGULATIONS

AND GUIDELINES. WHERE CONFLICTS BETWEEN CODE AND

CONSTRUCTION DOCUMENTS OCCUR, THE MOST RESTRICTIVE

REQUIREMENTS SHALL GOVERN.

3. THE CONTRACTOR SHALL SUBMIT A SEPARATE PERMIT

APPLICATION AND PLANS FOR REVIEW ACCORDING TO NFPA 1

(2018 EDITION), SECTION 1.14.

4. A CONTRACTOR'S MATERIAL AND TEST CERTIFICATE SHALL BE

COMPLETED IN ACCORDANCE WITH NFPA 13 AND FORWARDED TO

THE OWNER'S REPRESENTATIVE.

5. ALL MATERIAL SHALL BE OF APPROVED QUALITY AND THE WORK

SHALL BE DONE IN A THOROUGH AND WORKMANLIKE MANNER.

THE WORK, MATERIALS AND TEST SHALL BE IN ACCORDANCE WITH

THE CURRENT REQUIREMENTS OF NFPA 13, LATEST EDITION.

6. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND DO NOT

NECESSARILY SHOW ALL PIPING, ELBOWS, OFFSETS, UNION,

VALVES AND FITTINGS REQUIRED TO COMPLETE THE

INSTALLATION OF THE WORK. THE SUBMISSION OF A PROPOSAL

SHALL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS

FAMILIARIZED HIMSELF WITH THE PLANS AND BUILDING SITE.

CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS

AND LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT

BE RECOGNIZED IF THEY COULD HAVE BEEN FORESEEN HAD

PROPER EXAMINATION BEEN MADE.

7. MAINTAIN THE INTEGRITY OF ALL FIRE AND SMOKE RATED WALLS,

PARTITIONS, CEILINGS, AND FLOOR ASSEMBLIES. SEAL ALL

PENETRATIONS THROUGH RATED ASSEMBLIES WITH FIRESTOP

MATERIAL IN ACCORDANCE WITH UL REQUIREMENTS TO MAINTAIN

THE ASSEMBLY RATING. REFER TO ARCHITECTURAL DOCUMENTS

FOR LOCATIONS OF SMOKE AND/OR FIRE RATED WALLS; REFER TO

PENETRATION DETAILS FOR FIRE PROTECTION PIPING

PENETRATIONS THROUGH RATED ASSEMBLIES.

8. THE SPACING AND SIZES OF SPRINKLERS AND PIPES SHALL

CONFORM TO THE REQUIREMENTS OF NFPA 13. SPRINKLERS

SHALL BE INSTALLED BY PERSONNEL WHO HAVE ENGINEERING

FACILITIES AND EXPERIENCE IN SUCH WORK AND WHO ARE

REGULARLY EMPLOYED TO DO SUCH WORK.

9. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE THE

LOCATION OF RISERS, CROSS MAINS, BRANCH LINES, AND

SPRINKLER HEADS WITH ALL OTHER TRADE SYSTEMS TO AVOID

CONFLICTS AND MAINTAIN ARCHITECTURAL ELEMENTS OF THE

BUILDING.

10. PIPE HANGERS SHALL BE SPACED AND LOCATED ACCORDING TO

NFPA 13.

11. ALL BRANCH LINES SERVING ONE SPRINKLER SHALL BE 1"

MINIMUM, UNLESS OTHERWISE NOTED.

12. INSTALL ALL SPRINKLERS ACCORDING TO THEIR LISTINGS,

SPACING, AND OBSTRUCTION REQUIREMENTS.

13. COORDINATE SPRINKLER HEAD TYPES AND LOCATIONS WITH

ARCHITECTURAL FINISHES, CEILING, LIGHTING, DUCTS, PIPING,

OTHER CEILING MOUNTED DEVICES, AND STRUCTURAL

COMPONENTS.

14. LIGHT FIXTURES AND HVAC DIFFUSERS TAKE PRECEDENCE. ADD

ADDITIONAL SPRINKLERS AT NO ADDITIONAL COST AND AS

NECESSARY TO MEET COVERAGE REQUIREMENTS IN

ACCORDANCE WITH NFPA 13.

15. INSTALL SPRINKLERS IN THE CENTER OF CEILING TILES WHEN

POSSIBLE. PROVIDE RETURN BENDS AT ALL SPRINKLER

LOCATIONS TO ALLOW FIELD ADJUSTMENT.

16. FOR MECHANICAL ROOMS, DETERMINE THE FINAL LOCATION OF

SPRINKLERS AFTER EQUIPMENT AND DUCTWORK ARE INSTALLED.

PROVIDE ADDITIONAL SPRINKLERS, IF NECESSARY, TO PROVIDE

ADEQUATE COVERAGE IN ACCORDANCE WITH NFPA.

17. PROVIDE A UL LISTED SPRINKLER GUARD IN LOCATIONS WHERE

SPRINKLERS ARE SUBJECT TO MECHANICAL DAMAGE; INCLUDING

IN MECHANICAL ROOMS, ELECTRICAL ROOMS, STAIRWELL

LANDINGS, ELEVATOR SHAFTS, AND ON ALL SPRINKLERS

INSTALLED BELOW 7'-0" AFF.

18. PIPE SUPPORTS: PROVIDE HANGERS, CLAMPS, RODS AND OTHER

ACCESSORIES OF AN APPROVED TYPE AND IN SUFFICIENT

NUMBER TO PROPERLY SUPPORT ALL PIPING. PIPING SHALL BE

SUPPORTED BY ROUND WROUGHT U-TYPE APPROVED

ADJUSTABLE HANGERS.

19. SPRINKLERS SHALL BE 1/2" ORIFICE TYPE OF ORDINARY DEGREE

RATING EXCEPT WHERE EXCESSIVE TEMPERATURES ARE

ANTICIPATED. IN THESE LOCATIONS PROVIDE HIGH TEMPERATURE

SPRINKLERS INSTALLED IN ACCORDANCE WITH NFPA 13. PROVIDE

QUICK RESPONSE SPRINKLERS IN LIGHT HAZARD AREAS.

20. PROVIDE AND MAINTAIN A MINIMUM OF 18 INCHES CLEARANCE

BETWEEN THE BOTTOM OF THE SPRINKLER DEFLECTOR AND THE

TOP OF STORAGE, FILES, ETC.

21. IF FIRE RATED CONSTRUCTION BARRIERS ARE NOT USED TO

SEPARATE AREA OF WORK FROM SURROUNDING AREAS, PROVIDE

TEMPORARY UPRIGHT SPRINKLER COVERAGE UNTIL NEW CEILING

SYSTEM IS INSTALLED PER NFPA 241. ALTERNATIVELY, A FIRE

WATCH IS ACCEPTABLE IN LIEU OF TEMPORARY UPRIGHT

SPRINKLER COVERAGE

TITLEFIRE PROTECTION NOTES

A. THESE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS

REPRESENT THE OVERALL SCOPE, DESIGN INTENT, AND COVERAGE

AREA FOR THE FIRE PROTECTION SYSTEM WITHIN THE PROJECT SCOPE.

DELEGATED ENGINEER IS RESPONSIBLE FOR DESIGNING A FIRE

PROTECTION SYSTEM FOR THE ENTIRE BUILDING, PERMITTED AND

APPROVED PER NFPA AND BY THE AUTHORITY HAVING JURISDICTION.

B. DELEGATED ENGINEER SHALL PROVIDE FIRE PROTECTION SYSTEM

LAYOUT DOCUMENTS TO THE ENGINEER OF RECORD AND AUTHORITY

HAVING JURISDICTION, INCLUDING THE FOLLOWING AS APPLICABLE, BUT

NOT LIMITED TO:

a. SPRINKLER SYSTEM DRAWINGS, INCLUDING SPRINKLER SYSTEM

LAYOUT, NODE IDENTIFICATION AND NODE SPOT ELEVATIONS.

b. HYDRAULIC CALCULATIONS AND PIPE SIZES. SIZE PIPING TO PROVIDE

AN EXCESS RESIDUAL PRESSURE OF 10 PSI AT THE HYDRAULICALLY

MOST DEMANDING POINT AT SYSTEM DESIGN FLOW.

c. SPRINKLER SYSTEM DESIGN, CALCULATIONS, DETAILED

WORKSHEETS, WATER SUPPLY CURVE, AND SPRINKLER SYSTEM

DEMAND CURVE.

d. SPRINKLER HEAD PRODUCT DATA SHEETS WITH SPECIFIC SYSTEM

COMPONENTS IDENTIFIED.

e. ADDITIONAL SPRINKLER SYSTEM SPECIFICATIONS AS REQUIRED FOR

COMPLIANCE WITH NFPA 13, CHAPTER 8 PLANS AND CALCULATIONS,

PRIOR TO AUTOMATIC SPRINKLER SYSTEMS INSTALLATION.

f. ALL NECESSARY COMPONENTS, SYSTEMS MATERIALS, ASSEMBLIES, EQUIPMENT, AND SUPPORT SYSTEMS REQUIRED.

C. FIRE SPRINKLER CONTRACTOR SHALL COORDINATE THE LOCATION OF

RISERS, CROSS MAINS, BRANCH LINES, AND SPRINKLER HEADS WITH ALL

OTHER TRADE SYSTEMS TO AVOID CONFLICTS AND MAINTAIN

ARCHITECTURAL ELEMENTS OF THE BUILDING.

D. COORDINATE SPRINKLER HEAD TYPES AND LOCATIONS WITH

ARCHITECTURAL FINISHES AND OTHER CEILING MOUNTED DEVICES.

TITLEDELEGATED DESIGN REQUIREMENTS

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

CONSULTANTS: ARCHITECT/ENGINEERS:

STROLLO & STROLLO

718 Virginia Drive

Orlando, FL, 32803 T: (407) 423-5355 F: (407) 422-5994

Mechanical, Electrical, Fire Protection & Plumbing:

FULLY SPRINKLERED

C R e v it L o c a l\

\1

V A

M ia m i R e n o v a te

H e m o d ia ly s is

M E

P -R

T a y lo r.

R in a ld i.

rv t

/2

/2

:5

:1

P M

NOTES & DETAILS - FIRE

PROTECTION

DESIGN, EXPAND AND

RENOVATE HEMODIALYSIS

CONSTRUCTION

DOCUMENTS -

FINAL SUBMISSION

1201 NW 16th ST, MIAMI, FL.

DECEMBER 22, 2020 NPS TMR

FX-001

546-17-113

MES Group, Inc.

550 North Reo Street, Suite 203

Tampa, FL, 33609

813.289.4700

Nicholas Stephenson

DRAWING INDEX - FIRE PROTECTION

FX-001 NOTES & DETAILS - FIRE PROTECTION

FD-101 FIRST FLOOR PLAN - DEMOLITION - FIRE PROTECTION

FX-101 FIRST FLOOR PLAN - RENOVATION - FIRE PROTECTION

Revisions: Date:

12/21/2020

H J K M N PM.3K.8J.9

12.8

11.6

10.8

10.2

10.5

(E)FWP

(E )F

W P

(E )F

W P

AREA NOT IN SCOPE

LEGEND

EXISTING SPRINKLERS TO REMAIN

EXISTING SPRINKLERS TO BE DEMOLISHED

E

E

H

YD

S

D

E

CB

REFERENCED

KEY PLAN

N.T.S.

PATIENT RECREATION

AREA

N.W. 16TH

STREET

N .W

TH

S

TR

E

ET

W

AG

N E

R C R

EEK

N .W T H

A V E N U E

N .W T H

A V E N U E

TRAILERS

POLICE

BOOTH

POLICE

BOOTH

POLICE

BOOTH

ENTRANCE

ENTRANCE

ENTRANCE

F U E L

T

AN

K

F U E L

T

AN

K

FUEL

TANK

FUEL

TANK

FUEL

TANK

FUEL

TANK

ENGINEERING

STORAGE 40

8 RESEARCH AND

EDUCATION 7

CENTRAL

PLANT 44

BULK

OXYGEN

No. 4

RAD.

THERAPY

MAIN

HOSPITAL

BLDG.

No.1

M.I.C.U.

C.C.U.

AMBULATORY

CARE

BLDG.

COMMUNITY LIVING

CENTER BLDG. 10

MRI

TRAILER

PET/CT

TRAILER

COOLING TOWER

No.38

SPINAL

CORD

TOWER

RADIATION

WASTE

ENTRANCE

WATER

TOWER

FISHER

HOUSE

BLDG. No.68

T R A

IL

E R

W

W

S

W

W

GAS STORAGE

B122

FLAMMABLE

GASES

B121

BIOMEDICAL SHOP

B116C

OFFICE

B116A

OFFICE

B116B

PARTS ROOM

B116B1

RETAIL STORE

B112

MECH ROOM

B115

FOYER

B116

STORAGE

B120

CLEANING ROOM

B116D

SEC'Y

B116E

CONFERENCE

B116F

ISOLATION

1B 105B

ISOLATION

1B 105C

TEL. CLOSET

T1 2

ELECTRIC CLOSET

E1 2

Room B116

STAFF LOUNGE

1B102

RECEPTION

1B101

WAITING RM.

1B104

HEAD NURSE

1B103

VESTIBULE

1B100

TECH.

1B115

CLEANING

1B116

SPD/ORTHO

STORAGE

1B117

STORAGE

1B114

STORAGE

1B105P

STO/FILE RM

B116G

STORAGE

1B105K

ISOLATION

1B 105N

C.A.P.D.

1B 105M

MEDICATION

ROOM

1B105L

CLEAN UTILITY

1B105J

SOILED UTILITY

1B105H

TEL.

T1B 3

WATER

TREATMENT

1B105G

STORAGE

1B 105F

TOILET

1B105E

TOILET

1B105D

TREATMENT AREA

1B105

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

CONSULTANTS: ARCHITECT/ENGINEERS:

STROLLO & STROLLO

718 Virginia Drive

Orlando, FL, 32803 T: (407) 423-5355 F: (407) 422-5994

Mechanical, Electrical, Fire Protection & Plumbing:

FULLY SPRINKLERED

C R e v it L o c a l\

\1

V A

M ia m i R e n o v a te

H e m o d ia ly s is

M E

P -R

T a y lo r.

R in a ld i.

rv t

/2

/2

:5

:5

P M

FIRST FLOOR PLAN - DEMOLITION

- FIRE PROTECTION

DESIGN, EXPAND AND

RENOVATE HEMODIALYSIS

CONSTRUCTION

DOCUMENTS -

FINAL SUBMISSION

1201 NW 16th ST, MIAMI, FL.

DECEMBER 22, 2020 NPS TMR

FD-101

546-17-113

MES Group, Inc.

550 North Reo Street, Suite 203

Tampa, FL, 33609

813.289.4700

Nicholas Stephenson

3/16" = 1'-0"FD-101

1 FIRST FLOOR PLAN - DEMOLITION - FIRE PROTECTION

E

H

YD

S

D

E

CB

REFERENCED

KEY PLAN

N.T.S.

PATIENT RECREATION

AREA

N.W. 16TH

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ENGINEERING

STORAGE 40

8 RESEARCH AND

EDUCATION 7

CENTRAL

PLANT 44

BULK

OXYGEN

No. 4

RAD.

THERAPY

MAIN

HOSPITAL

BLDG.

No.1

M.I.C.U.

C.C.U.

AMBULATORY

CARE

BLDG.

COMMUNITY LIVING

CENTER BLDG. 10

MRI

TRAILER

PET/CT

TRAILER

COOLING TOWER

No.38

SPINAL

CORD

TOWER

RADIATION

WASTE

ENTRANCE

WATER

TOWER

FISHER

HOUSE

BLDG. No.68

T R A

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NURSE AREA

MED PREP

NURSE AREA

H.A.C

SOILED UTILITY

#12 CHAIR

STATION

#11 CHAIR

STATION

#10 CHAIR

STATION

PATIENT TOILET

SUPPLY STORAGE

#9 CHAIR STATION

#8 CHAIR STATION

GAS STORAGE

B122

FLAMABLE GASES

B121

WATER

TREATMENT /

DIALYSIS PREP

STAFF ENTRANCE

#15 CHAIR

STATION

#14 CHAIR

STATION

#13 CHAIR

STATION

#16 NEG ISO.\ BED

STATION

PATIENT TOILET

PATIENT TOILET

#17 NEG. ISO. BED

STATION

NURSE AREA

#18 NEG. ISO. BED

STATION

PATIENT TOILET

PATIENT TOILET

MOBILITY DEVICE

STORAGE

EXAM ROOM

DOCTOR'S OFFICE

CORR.

CONFERENCE /

CLASS ROOM

NURSE

MANAGEMENT

CORR.

SEC. / OPEN

OFFICE / RECEP. /

STROAGE

CORR.

WAITING

KITCHEN /

NOURISHMENT

CORR.

STAFF TOILET

STAFF LOUNGE /

LOCKERS

ELEC. CLO.

STAFF ENTRANCE

DATA CLO.

PATIENT TOILET

PATIENT

ENTRANCE

DIALYSIS

EQUIPMENT

STORAGE

AREA NOT IN SCOPE

FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA

SPACE TYPE

HAZARD

CLASSIFICATION

SYSTEM

TYPE

DISCHARGE

DENSITY

REMOTE

AREA

MAXIMUM

COVERAGE

AREA PER

SPRINKLER

MAXIMUM

SPACING

WATER

SUPPLY

DURATION

OUTSIDE

HOSE

ALLOWANCE TEMPERATURE

CLASSIFICATION

SPRINKLER TYPE NOTES

GPM/FT² FT² FT² FT. MINUTES GPM

GENERAL,

EXCEPT AS

LISTED BELOW

LIGHT HAZARD WET PIPE 0.10 1,500 225 15 30 100 ORDINARY

SEMI-RECESSED

PENDENT, QUICK

RESPONSE, UL LISTED,

FM APPROVED

STORAGE,

SOILED UTILITY

ORDINARY

HAZARD

GROUP 2

WET PIPE 0.20 1,500 130 15 60-90 250 ORDINARY

SEMI-RECESSED

PENDENT OR UPRIGHT,

QUICK RESPONSE,

UL LISTED, FM APPROVED

EQUIPMENT

ROOM

ORDINARY

HAZARD

GROUP 1

WET PIPE 0.15 1,500 130 15 60-90 250 INTERMEDIATE

QUICK RESPONSE

UPRIGHT, FM APPROVED

HOUSEKEEPING

CLOSET

ORDINARY

HAZARD

GROUP 1

WET PIPE 0.15 1,500 130 15 60-90 250 ORDINARY

PENDENT OR UPRIGHT,

QUICK RESPONSE,

UL LISTED, FM APPROVED

NOTES:

1. WATER DEMAND REQUIREMENTS ARE FOR HYDRAULIC CALCULATION METHOD. IF OTHER METHOD IS USED ADJUST VALUES ACCORDING TO NFPA 13 REQUIREMENTS.

HAZARD

SYMBOL

KITCHEN

ORDINARY

HAZARD

GROUP 2

WET PIPE 0.20 1,500 130 15 60-90 250 INTERMEDIATE

PENDENT,

QUICK RESPONSE,

UL LISTED, FM APPROVED

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved: Project Director

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

STAMP

321 4 5 6 7 8 9 10

CONSULTANTS: ARCHITECT/ENGINEERS:

STROLLO & STROLLO

718 Virginia Drive

Orlando, FL, 32803 T: (407) 423-5355 F: (407) 422-5994

Mechanical, Electrical, Fire Protection & Plumbing:

FULLY SPRINKLERED

C R e v it L o c a l\

\1

V A

M ia m i R e n o v a te

H e m o d ia ly s is

M E

P -R

T a y lo r.

R in a ld i.

rv t

/2

/2

:5

:1

P M

FIRST FLOOR PLAN - RENOVATION

- FIRE PROTECTION

DESIGN, EXPAND AND

RENOVATE HEMODIALYSIS

CONSTRUCTION

DOCUMENTS -

FINAL SUBMISSION

1201 NW 16th ST, MIAMI, FL.

DECEMBER 22, 2020 NPS TMR

FX-101

546-17-113

MES Group, Inc.

550 North Reo Street, Suite 203

Tampa, FL, 33609

813.289.4700

Nicholas Stephenson

3/16" = 1'-0"FX-101

1 FIRST FLOOR PLAN - RENOVATION - FIRE PROTECTION

GENERAL NOTES

1. THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE AND INDICATIVE OF WORK TO BE PROVIDED (FURNISHED AND

INSTALLED) UNDER THIS CONTRACT. DRAWINGS SHOULD NOT BE SCALED.

2. THE CONTRACTOR IS RESPONSIBLE TO EXAMINE THE EXISTING CONDITIONS UNDER WHICH THEY SHALL OPERATE

AND VERIFY THE EXTENT OF WORK REQUIRED TO COMPLETE THE WORK UNDER THIS CONTRACT.

3. PRIOR TO ORDERING AND FABRICATING ANY EQUIPMENT, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE PHYSICAL CONDITIONS AT THE PROJECT SITE AND VERIFY SPACE AND SUFFICIENT CLEARANCES ARE AVAILABLE FOR INSTALLING EQUIPMENT, DUCTWORK, PIPING, AND APPURTENANCES, AND TO DETERMINE ANY

NECESSARY MODIFICATIONS.

4. PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, REGULATIONS, AND STANDARDS ADOPTED BY THE AUTHORITY HAVING JURISDICTION. IF CONFLICTS EXIST BETWEEN THESE

ENGINEERING DOCUMENTS AND CODES, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN.

5. ALL CONSTRUCTION WORK SHALL ALSO MEET THE FOLLOWING CODE REQUIREMENTS:

• VA ARCHITECTURAL DESIGN MANUAL 2014

• VA INTERIOR DESIGN MANUAL 2020

• VA ASBESTOS ABATEMENT DESIGN MANUAL 2011

• VA CRITICAL PATH METHOD DESIGN MANUAL 2012

• VA PHYSICAL SECURITY DESIGN MANUAL 2020

• MANUAL FOR PREPERATION OF COST ESTIMATES AND RELATED DOCUEMENTS FOR VA FACILITIES 2019

• VA ELEVATOR DESIGN MANUAL 2020

• VA HVAC DESIGN MANUAL 2020

• VA PLUMBING DESIGN MANUAL 2018

• VA FIRE PROTECTION DESIGN MANUAL 2015

• VA ELECTRICAL DESIGN MANUAL 2019

• VA LIGHTING DESIGN MANUAL 2015

• INTERNATIONAL BUILDING CODE (IBC) 2018

• INTERNATIONAL EXISTING BUILDING CODE 2018

• IBC MECHANICAL 2018

• IBC PLUMBING 2018

• IBC ENERGY CONSERVATION 2018

• INTERNATIONAL FIRE CODE 2018

• NFPA 1-2021, THE UNIFORM FIRE CODE

• NFPA 101-2021, THE LIFE SAFETY CODE

• NFPA 51B-2019, STANDARD FOR FIRE PREVENTION DURING WELDING, CUTTING AND OTHER HOT WORK

• NFPA 13-2019, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS

• NFPA 70-2020, NATIONAL ELECTRICAL CODE

• NFPA 90A-2021, STANDARD FOR THE INSTALLATION OF AIR CONDITIONING AND VENTING SYSTEMS.

• NFPA 99-2021, STANDARD FOR HEALTH CARE FACILITIES

• NFPA 241-2019, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION AND DEMOLITION OPERATIONS.

6. CONTRACTOR SHALL COORDINATE AND SEQUENCE DEMOLITION, CLEANING, AND CONSTRUCTION WORK.

7. CONTRACTOR SHALL NOTE ANY SPECIAL REQUIREMENTS FOR INSTALLATION OF WORK UNDER THIS CONTRACT.

DISMANTLE AND REASSEMBLE EQUIPMENT AS NECESSARY FOR ENTRY INTO THE BUILDING AND THE LOCATION OF

INSTALLATION.

8. THE CONTRACTOR SHALL MAINTAIN A COMPLETE PROJECT SCHEDULE AND SHALL UPDATE THIS SCHEDULE WEEKLY. ANY CHANGES SHALL BE NOTED AND AN UPDATED SCHEDULE SHALL BE PROVIDED TO THE OWNER.

9. ALL PERMITS, FEES, TAXES, ETC SHALL BE PAID BY CONTRACTOR AS PART OF THE TOTAL PROJECT COST.

10. MAINTAIN THE INTEGRITY OF ALL FIRE AND SMOKE RATED WALLS, PARTITIONS, CEILINGS, AND FLOORS. SEAL ALL PENETRATIONS THROUGH RATED ASSEMBLIES WITH FIRESTOP MATERIAL IN ACCORDANCE WITH U.L.

REQUIREMENTS TO MAINTAIN THE ASSEMBLY RATING.

11. CONTRACTOR SHALL FURNISH U.L. APPROVED DRAWINGS FOR EACH TYPE OF FIRE AND SMOKE RATED ASSEMBLY PENETRATION BY DUCTS, PIPES, OR CONDUITS, AND SHALL DISPLAY THESE DRAWINGS ON THE JOB SITE AT ALL

TIMES DURING CONSTRUCTION.

12. CONTRACTOR SHALL REFER TO ALL DETAILS FOR PROPER GUIDANCE.

13. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS WITH ELECTRICAL CONTRACTOR.

14. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND EQUIPMENT SUBMITTALS FOR ALL PRODUCTS USED ON

PROJECT.

15. THE ENGINEER'S APPROVAL OF SUBMITTAL DATA SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR DEVIATIONS FROM THE REQUIREMENTS OF CONTRACT DOCUMENTS UNLESS THE CONTRACTOR HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER TO THE SPECIFIC DEVIATION. THE ENGINEER'S APPROVAL OF SUBMITTAL DATA SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN HIS

OR HER SUBMITTAL DATA.

16. THE CONTRACTOR IS REQUIRED TO SUBMIT THREE COMPLETE O&M MANUALS IN THREE RING BINDERS AT SUBSTANTIAL COMPLETION. MANUALS SHALL INCLUDE INSTALLATION AND MAINTENANCE DATA ON ALL NEW EQUIPMENT AND MATERIALS, CERTIFIED TECHNICAL PRODUCT DATA, EQUIPMENT SHOP DRAWINGS, SPARE PARTS

DATA, ETC. PROVIDE AN INDEX AND ASSOCIATED DIVIDERS.

17. CLOSE OUT DOCUMENTS: THE CONTRACTOR IS TO MAINTAIN ONE SET OF CONSTRUCTION DRAWINGS ON SITE AND KEEP CURRENT WITH MARK UP AS-BUILT CONDITIONS DURING CONSTRUCTION OF THE PROJECT. THIS SET IS TO INCLUDE ALL CONTRACT CHANGES, MODIFICATIONS AND CLARIFICATIONS. THIS SET ALONG WITH ALL SHOP DRAWINGS SHALL BE TURNED OVER TO THE ARCHITECT/ENGINEER AFTER CONSTRUCTION COMPLETION.

18. IT IS THE RESPONSIBILITY OF ALL BIDDERS TO THOROUGHLY REVIEW AND UNDERSTAND ALL CONSTRUCTION DOCUMENTS. THIS INCLUDES BUT IS NOT LIMITED TO ALL DRAWINGS, SPECIFICATION SECTIONS, ETC. THE DRAWINGS ARE SCHEMATIC IN NATURE. THEREFORE BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL REVIEW ALL OTHER CONSTRUCTION DOCUMENTS, VERIFY FIELD CONDITIONS AND SHALL MAKE ANY REQUIRED MINOR ADJUSTMENTS WITHOUT EXTRA COST TO THE OWNER. ANY MAJOR DISCREPANCIES FOUND SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. THE BASE BID SHALL REFLECT THE TOTAL COST OF NEW EQUIPMENT INSTALLATION. THIS INCLUDES LABOR, EQUIPMENT AND MATERIALS. NO CHANGE ORDERS SHALL

BE ISSUED WITHOUT WRITTEN CONSENT AND APPROVAL FROM ENGINEER AND ARCHITECT.

DRAWING KEYNOTE#

POINT OF NEW CONNECTION

LIMIT OF DEMOLITION

CW COLD WATER PIPING

HW HOT WATER PIPING

HWR HOT WATER RETURN PIPING

SAN SANITARY PIPING

(E)CW EXISTING COLD WATER

(E)HWR EXISTING HOT WATER RETURN

(E)HW EXISTING HOT WATER PIPING

EXISTING PIPING TO BE REMOVED

(E)SAN EXISTING SANITARY PIPING

V SANITARY VENT PIPING

PIPE UP

PIPE DOWN

GCO GRADE CLEAN OUT (1-WAY OR 2-WAY)OR

HOSE BIB WITH VACUUM BREAKER

OR VTR VENT THRU ROOF

WCO WALL CLEAN OUT

FCO FLOOR CLEAN OUT (1-WAY OR 2-WAY)OR

INVERT ELEVATIONIE

PIPE CAP

WCO

FLOOR DRAIN

BALL VALVE

BUTTERFLY VALVE

CHECK VALVE

GATE VALVE

PLUG VALVE

STRAINER

UNION

PRESSURE RELIEF VALVEPRV

BACKFLOW PREVENTER

FLOOR SINK

PLUMBING LEGEND

FD

FS

CHMW CHEMICAL WASTE PIPING

CHMV CHEMICAL WASTE VENT PIPING

CHMW

CHMV

MA MEDICAL AIR PIPINGMA

O OXYGEN PIPINGO

MV MEDICAL VACUUM PIPINGMV

RO REVERSE OSMOSIS WATER PIPINGRO

BC BICARB WATER PIPINGBC

AC ACID PIPINGAC

EQUIPMENT MARKXX-X

(E)CHMW CHEMICAL WASTE PIPING

(E)CHMV CHEMICAL WASTE VENT PIPING

(E)CHMW

(E)CHMV

(E)MA EXISTING MEDICAL AIR PIPING(E)MA

(E)O EXISTING OXYGEN PIPING(E)O

(E)MV EXISTING MEDICAL VACUUM PIPING(E)MV

BFP

(E) EXISTING

AC ACID

AFF ABOVE FINISHED FLOOR

BC BICARB WATER

BFF BELOW FINISHED FLOOR

CHMW CHEMICAL WASTE PIPE

CHMV CHEMICAL VENT PIPE

CO PIPE CLEAN OUT

COR CONTRACTING OFFICERS REPRESENTATIVE

CP CIRCULATOR PUMP

CTE CONNECT TO EXISTING

CW COLD WATER

DB DIALYSIS WALL BOX

DEMO DEMOLISH OR DEMOLITION

DFU DRAINAGE FIXTURE UNITS

DW DOMESTIC WATER

ETR EXISTING TO REMAIN

EWC ELECTRIC WATER COOLER

EXIST EXISTING

FCO FLOOR CLEAN OUT

FD FLOOR DRAIN

FS FLOOR SINK

G GAS

GCO GRADE CLEAN OUT

GPM GALLONS PER MINUTE

GR GREASE

HB HOSE BIBB

HD HUB DRAIN

HW HOT WATER

HWR HOT WATER RETURN

IB ICE MAKER OUTLET BOX

IBC INTERNATIONAL BUILDING CODE

IE INVERT ELEVATION

LAV LAVATORY

MA MEDICAL AIR

MV MEDICAL VACUUM

MS MOP SINK

NC NORMALLY CLOSED

NO NORMALLY OPEN

O OXYGEN

RO REVERSE OSMOSIS WATER

S SINK

SAN SANITARY

SH SHOWER

W WASTE

WC WATER CLOSET

WCO WALL CLEAN OUT

WSFU WATER SUPPLY FIXTURE UNITS

ZVA AREA ALARM PANEL

ZVB ZONE VALVE BOX

ABBREVIATIONS

PLUMBING NOTES

1. REVIEW PLANS OF ALL TRADES PRIOR TO BIDDING AND BEGINNING WORK. INSTALLATIONS ARE TO INCLUDE ALL

PLUMBING FOR COMPLETE SYSTEMS SHOWN ON THE PLANS AND AS REQUIRED.

2. COORDINATE WITH OTHER TRADES TO PREVENT INTERFERENCE WITH HVAC DUCTS, STRUCTURE, ELECTRICAL, LIGHTING, AND OTHER PIPING IN THE CEILING SPACE. VENT PIPING AND WATER PIPING SHALL BE HELD EITHER

ABOVE OR BELOW HVAC DUCTWORK, AS COORDINATED WITH THE HVAC CONTRACTOR.

3. ALL CHANGES SHALL BE REVIEWED BY THE ARCHITECT.

4. COORDINATE WITH ARCHITECTURAL DRAWINGS BEFORE ROUGHING-IN PLUMBING FIXTURES AND EQUIPMENT

SUPPLIES.

5. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL PLUMBING FIXTURES, UNLESS NOTED

OTHERWISE.

6. VERIFY MOUNTING HEIGHT AND WATER CONNECTION SIZES OF ALL PLUMBING FIXTURES PRIOR TO ROUGH-IN.

FURNISH…