GANDHI GI ENDOSCOPY CENTER KETTERING

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PROJECT DESCRIPTION

PROJECT CONSISTS OF RENOVATION OF AN EXISTING AMBULATORY SURGERY CENTER - SUITE #2 (ENDOSCOPY CENTER) AN EXISTING BUILDING.

USE GROUP CLASSIFICATION

OBC (302) USE GROUP = "B" BUSINESS - AMBULATORY CARE FACILITY

CONSTRUCTION TYPE CLASSIFICATION

OBC (602) CONSTRUCTION TYPE = VB

HEIGHT AND AREA LIMITATIONS

SCOPE OF WORK DOES NOT IMPACT OVERALL BUILDING HEIGHT AND FLOOR AREAS RENOVATED AREA = ENDOSCOPY SUITE #2 2,286 SF

AREAS OUTSIDE OF SUITE 257 SF (**1) 2,543 SF (**1) STORAGE, JANITOR & ELECTRIC ROOMS) OVERALL BULDING AREA = 13,974 SF

ALLOWABLE AREA = 15,750 SF **

** INCLUDES FRONTAGE INCREASE

OCCUPANT LOAD

OBC (T1004.1.2) BUSINESS AREAS: 100 GROSS OUTPATIENT AREAS: 100 GROSS RENOVATED AREA = 25 PERSONS

FIRE PROTECTION

BUILDING DESCRIPTION : NOT SUPPRESSED BUT IT HAS FIRE ALARM SYSTEM

FIRE RESISTANT REQUIREMENTS

BUILDING DESCRIPTION

EXISTING MEDICAL OFFICE BUILDING : 1 STORY

OBC (T601) FIRE RESISTANCE RATINGS:

EXTERIOR BEARING WALLS = 0 HRS INTERIOR BEARING WALLS = 0 HRS EXTERIOR NON-LOAD BEARING WALLS = 0 HRS INTERIOR NON-LOAD BEARING WALLS = 0 HRS PRIMARY STRUCTURAL FRAME = 0 HRS FLOOR CONSTRUCTION INCLUDING BEAMS = 0 HRS ROOF CONSTRUCTION INCLUDING BEAMS = 0 HRS

CORRIDOR WALLS (OBC 1020) 1 HR

OTHER CODE PROVISIONS

- LIFE SAFETY CODE - NFPA 101 (2012)

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Tim othy J . B em ent, Li cens e #1 230 5 E xpirat ion D ate 12/31 /2 02 1 SHEET NO. TITLE

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CHECKED DRAWN JOB NO. DATE ISSUE 6 /1 6/ 2 020 3 :12:20 P M

G0.1

COVER SHEET

GA

NDHI GI ENDOSCOPY CENTER

KETTERING

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GENERAL

G0.1 COVER SHEET G0.2 SPECIFICATIONS

G0.3 SPECIFICATIONS & WALL TYPES

ARCHITECTURAL

A0.1 ABBREVIATIONS AND SYMBOLS

A0.2 FINISH SCHEDULES

A0.3 DOOR SCHEDULES

A1.1 PARTIAL FIRST FLOOR DEMOLITION PLAN A1.2 PARTIAL FIRST FLOOR PLAN - NEW WORK

A1.3 PARTIAL SITE PLAN - DEMOLITION WORK, AND LANDSCAPE PLAN A1.4 PARTIAL FLOOR PLAN - SITE, NEW WORK

A2.1 REFLECTED CEILING PLAN A3.1 EXTERIOR DETAILS A7.1 INTERIOR ELEVATIONS A7.2 INTERIOR ELEVATIONS A8.1 CASEWORK DETAILS

PLUMBING

P0.1 LEGENDS & SCHEDULES

P0.2 LEGENDS & SCHEDULES

P1.0 UNDERGOUND PLUMBING DEMOLITION PLAN P1.1 PLUMBING DEMOLITION PLAN

P1.2 MEDICAL GAS DEMOLITION PLAN

P2.0 UNDERGOUND PLUMBING NEW WORK PLAN P2.1 PLUMBING NEW WORK PLAN

P2.2 MEDICAL GAS NEW WORK PLAN P3.1 SOIL, WASTE & VENT DIAGRAM

P4.1 DETAILS

MECHANICAL

H0.1 LEGENDS & SCHEDULES

H0.2 SCHEDULES AND CONTROLS H1.1 DEMOLITION PLAN

H2.1 NEW WORK PLAN

H3.1 DETAILS

H3.2 DETAILS

H3.3 DETAILS

ELECTRICAL

E0.1 LEGENDS & SCHEDULES

E1.1 PARTIAL FIRST FLOOR DEMOLITION PLAN E2.1 PARTIAL FIRST FLOOR NEW WORK PLAN

E3.1 OVERALL EXISTING BUILDING PLAN AND SPECIFICATIONS E4.1 DISTRIBUTION DIAGRAM

E4.2 PANELBOARD SCHEDULES

ARCHITECT

615 Woodside Drive

Englewood, Ohio 45322

(937) 836-8898

App Architecture

VICINITY MAP

CODE INFORMATION

(OBC 2017)

RENOVATIONS TO

GANDHI GI ENDOSCOPY CENTER

KETTERING

999 BRUBAKER DRIVE, SUITE 2, KETTERING, OH 45429

DRAWING INDEX

MECHANICAL & ELECTRICAL ENGINEERS

204 South Ludlow Street, Suite 400

Dayton, Ohio 45402

(937) 223-3821

Nauman & Zelinski, LLC

PROJECT LOCATION

NO. DATE DESCRIPTION 4/14/20 FOR CONSTRUCTION 2 6/16/20 ADDENDUM #5 2 2 2 2

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(BRAILLE) 9" 6" 5" 6" 9/ 16" 7/1 6" MIN . 3/8 " MIN .

RESTROOM

UNISEX RESTROOM - TYPE 1

3" = 1'-0"

# # TEXT TEXT DIMENSIONS ARE TO CENTERLINE OF RAISED CHARACTERS IN

HORIZONTAL DIRECTION AND TO BASELINE OF BRAILLE CELLS, WHICH ARE LOCATED BENEATH THE RAISED CHARACTERS.

INSTALL SIGN ON LATCH SIDE OF DOOR, TYPICAL. 48 " MI N. / 6 0" M AX . 9" .

SIGNAGE LOCATION

3/4" = 1'-0"

A. ALL SIGNS SHALL HAVE BRAILLE LETTERING BENEATH TEXT, TYPICAL.

B. SIGNS MOUNTED ON GLASS AT DOOR NEED TO BE MOUNTED WITH ADHESIVE AND MATCHING BACKER PLATE FOR OTHER SIDE OF GLASS.

C. TEXT AND GRAPHICS TO BE NON-GLARE COLOR IN HIGH CONTRAST WITH BACKGROUND. SELECTED BY ARCHITECT FROM MANUFACTURER'S

STANDARD COLORS.

D. BACKGROUND TO BE NON-GLARE COLOR IN HIGH CONTRAST WITH TEXT AND GRAPHICS. SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS.

E. 1/2" RADIUS CORNERS.

F. ALL TEXT ON SIGNS LOCATED NEXT TO INTERIOR DOORS WILL BE 1/32" RAISED CHARACTERS,

UPPERCASE, AND VIEWABLE AT LESS THAN 6 FEET.

SIGN NOTES

SIGNAGE LEGEND

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FINISH SCHEDULES

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4/14/2020

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MATERIAL LEGEND

ITEM MATERIAL MANUFACTURER MATERIAL MODEL NO. COLOR FLAME / SMOKE CONTACT INFO COMMENTS

BASE

EX EXISTING

FSV-1 SHEET VINYL FLASH COVE BASE MANNINGTON 15386 OTTER BROWN ROBIN STEVENS 937.478.1046

RB-1 RUBBER BASE JOHNSONITE MW-XX-F6 CLAY, 09 CLASS 1>450 ERIN RINK 513.504.5734

CABINETS

PL-1 PLASTIC LAMINATE FORMICA 6411-NG CHERRY RIFTWOOD JENNIFER HORNER 614.264.7768

PL-2 PLASTIC LAMINATE WILSONART 4990-38 FLAX LINEN DONNA ARIAPAD 513.295.0380

SS STAINLESS STEEL

SSM-1 SOLID SURFACE LG HAUSYS T009 MILKY WAY SHARON MASTERS 502.689-6655

CEILING

APC-1 ACOUSTIC PANEL CEILING ARMSTRONG OPTIMA SQ. TEGULAR HEALTHZONE 3214

APC-2 ACOUSTIC PANEL CEILING ARMSTRONG ULTIMA HEALTHZONE SQ. LAY-IN 1445

EX EXISTING

EXPS EXPOSED STRUCTURE

GYB / P-5 GYPSUM BOARD PAINTED SHERWIN-WILLIAMS SW 7007 CEILING BRIGHT WHITE SW7007 ANGIE JULIAN, 317.714.5610

DOORS

DEP-1 DOOR FRAME PAINT SHERWIN-WILLIAMS SW9111 ANTLER VELVET ANGIE JULIAN, 317.714.5610

FLOOR

EX EXISTING

LVT-1 LUXURY VINYL TILE TARKETT PLSM 5102 LW, STRIA MARBLE, BEIGE, 6" X 36" NIMBUS CLASS 1>450 ERIN RINK 513.504.5734 RANDOM PATTERN 25%

LVT-2 LUXURY VINYL TILE TARKETT TEX GRAIN, PLTG 3542 LW, 6" X 36" COOL BEIGE CLASS 1>450 ERIN RINK 513.504.5734 RANDOM PATTERN 25%

LVT-3 LUXURY VINYL TILE TARKETT PLFL 5103 LW, 6" X 36" GREIGE CLASS 1>450 ERIN RINK 513.504.5734 RANDOM PATTERN 25%

LVT-4 LUXURY VINYL TILE TARKETT PLSM 5104 LW, 6" X 36 BRECCIA CLASS 1>450 ERIN RINK 513.504.5734 RANDOM PATTERN 25%

SC SEALED CONCRETE -- --

--SV-1 SHEET VINYL MANNINGTON 15386, BIOSPEC MD OTTER BROWN CLASS 1>450 ROBIN STEVENS 937.478.1046

SPECIALTY

CC-1 CUBICLE CURTAIN STANDARD TEXTILES HANCOCK, CM001909 LEMONGRASS NFPA701 DAVE KAUFMANN, 513.543.5339

CG-1 CORNER GUARD INPRO CORP. 160 SERIES, SURFACE MOUNTED OATMEAL LESLIE FREDRICK, 513.646.2163 CG-2 SIMILAR. REFER TO FLOOR PLAN

FOR HEIGHT

EWP-1 END WALL PROTECTION INPRO CORP. 160D SERIES, SURFACE MOUNTED OATMEAL LESLIE FREDRICK, 513.646.2163 EWP-2 SIMILAR. REFER TO FLOOR PLAN

FOR HEIGHT

WG-1 WALL GUARD INPRO CORP. 1600i SERIES OATMEAL LESLIE FREDRICK, 513.646.2163

WALL

EP-1 EPOXY PAINT SHERWIN-WILLIAMS SW6385 DOVER WHITE ANGIE JULIAN, 317.714.5610 ENAMEL FINISH

EP-2 EPOXY PAINT SHERWIN-WILLIAMS SW6141 SOFTER TAN ANGIE JULIAN, 317.714.5610 ENAMEL FINISH

EP-3 EPOXY PAINT SHERWIN-WILLIAMS SW9029 COOL AVOCADO ANGIE JULIAN, 317.714.5610 ENAMEL FINISH

EX EXISTING -- --

--P-1 PAINT SHERWIN-WILLIAMS SW6385 DOVER WHITE ANGIE JULIAN, 317.714.5610

P-2 PAINT SHERWIN-WILLIAMS SW6141 SOFTER TAN ANGIE JULIAN, 317.714.5610

P-3 PAINT SHERWIN-WILLIAMS SW9029 COOL AVOCADO ANGIE JULIAN, 317.714.5610

VWC-1 VINYL WALL COVERING WOLF GORDON RESHAM, REH 5509 ECRU CLASS A NATALIE KNEZEVIC 502.200.3762

VWP-1 VINYL WALL PROTECTION INPRO CORP. .060 OATMEAL LESLIE FREDRICK, 513.646.2163

ROOM FINISH SCHEDULE

ROOM No. ROOM NAME FLOOR BASE

WAINSCOT WALLS CEILING

REMARKS

MAT. HT. N S E W MAT.

2-101 WAITING LVT-1-4 RB-1 - - VWC-1 VWC-1 VWC-1 VWC-1 APC-1 1

2-102 CHECK-IN LVT-1-4 RB-1 - - P-1 P-1 P-1 P-3 APC-1 3, 4

2-103 PRE/POST RECOVERY SV-1 RB-1 VWP-1 SEE ELEV. P-1/VWP-1 P-1/VWP-1 P-1/VWP-1 P-1/VWP-1 APC-2 2, 3, 4

2-104 SOILED SV-1 FSV-1 VWP-1 48" P-1/VWP-1 P-1/VWP-1 P-1/VWP-1 P-1/VWP-1 APC-2 2, 6

2-105 VESTIBULE EXIST EXIST - - P-1 P-1 P-1 P-1 APC-1

2-106 STORAGE SV-1 RB-1 P-1 P-1 P-1 P-1 APC-1 3, 4

2-107 BAY #3 SV-1 RB-1 VWP-1 48" P-1/VWP-1 P-1/VWP-1 P-2/VWP-1 - APC-2 2, 3, 4

2-108 BAY #2 SV-1 RB-1 VWP-1 48" - P-3/VWP-1 P-1/VWP-1 P-1/VWP-1 APC-2 2, 3, 4

2-109 BAY #1 SV-1 RB-1 VWP-1 48" - P-3/VWP-1 P-1/VWP-1 P-1/VWP-1 APC-2 2, 3, 4

2-110 TOILET SV-1 RB-1 EP-1 EP-3 EP-1 EP-1 APC-2

2-111 NURSE ST. SV-1 RB-1 VWP-1 SEE ELEV. VWP-1/P-2 - - P-2/VWP-1 APC-2 2, 3, 4

2-112 OFFICE LVT-1-4 RB-1 - P-1 P-1 P-3 P-1 APC-1 3, 4

2-113 HALL SV-1 FSV-1 - EP-1 EP-1 EP-1 EP-1 APC-2 6

2-114 JAN. SV-1 RB-1 VWP-1 48" VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 APC-2 2

2-115 INSTRUMENT RM. SV-1 RB-1 VWP-1 84" VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 APC-2 2

2-116 CLEAN PROCESS SV-1 FSV-1 VWP-1 48" VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 APC-2 2, 6

2-117 PROCEDURE RM. SV-1 FSV-1 VWP-1 48" VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 GYB/P-5 2, 6

2-118 HALL SV-1 RB-1 - - P-1 P-1 P-1 P-1 APC-2 3, 4

2-119 CLOSET SV-1 RB-1 P-1 P-1 P-1 P-1 APC-1 3, 4

3-109 ELEC. LVT-1 RB-1 P-1 P-1 P-1 P-1 EXPS/P-5

C102 CORRIDOR EX EX - - - EX 1

C106 JAN SV-1 RB-1 VWP-1 48" VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 VWP-1/EP-1 APC-2 2, 3, 4

C-110 LOUNGE EX EX - - E - - EX 1

C-120 STORAGE LVT-1 RB-1 P-1 P-1 P-1 P-1 APC-1

S-134 MED GAS SC RB-1 P-1 P-1 P-1 P-1 EXPS/P-5

ROOM FINISH SCHEDULE REMARKS

No. REMARK

1 PATCH AND REPAIR FINISHES AFFECTED BY RENOVATION WORK. MATCH EXISTING. 2 REFER TO INTERIOR ELEVATIONS AND/OR FLOOR PLAN FOR WALLS TO RECEIVE VWP-1

3 PROVIDE A CLEAR SEALANT BETWEEN BASE AND HARD SURFACE FLOOR FINISH WHERE RUBBER BASE ABUTS SHEET VINYL.

4 A BEAD OF CAULKING SHALL BE APPLIED WHERE SHEET FLOORING (SHEET VINYL) MEETS THE WALL PRIOR TO APPLICATION OF WALL BASE, WHERE RUBBER BASE IS USED. 5 TOP OF ALL VWP-1 TO BE CAPPED WITH INPROCOR FAUX METAL ALUMINUM TRIM. ALL SHEET SEAMS TO BE BUTT-SEAMED WITH COLOR MATCH MFG SUGGESTED CAULK. 6 WALL BASE TO BE INSTALLED PER MFG'S INSTRUCTIONS. MITRE ALL CORNERS IN FIELD PER MFG'S INSTALLATION GUIDE USING MFG'S SUGGESTED KNIVES AND BLADES.

NO. DATE DESCRIPTION 4/14/20 FOR CONSTRUCTION 2 6/16/20 ADDENDUM #5 2 2 2 2 2 2 2

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DEMOLITION NOTES

INDICATES DEMOLITION NOTE. 00

GENERAL NOTES

1. EXISTING TO REMAIN.

2. REMOVE PORTION OF EXISTING WALL IN PREPARATION FOR NEW CONSTRUCTION. 3. REMOVE EXISTING DOOR AND FRAME. 4. REMOVE EXISTING CASEWORK.

5. REMOVE EXISTING PLUMBING FIXTURE. REFER TO PLUMBING DRAWINGS.

6. REMOVE EXISTING FLOORING AND BASE.

7. REMOVE EXISTING ACOUSTIC PANEL CEILING AND GRID (NOT SHOWN), AND SOFFIT (NOT SHOWN). 8. EXISTING GYPSUM BOARD CEILING TO REMAIN. REFER TO CEILING PLAN FOR CEILING WORK IN THIS ROOM (NOT SHOWN).

9. REMOVE EXISTING CERAMIC TILE FLOORING AND BASE.

10. REMOVE EXISTING WALL COVERING FROM WALL WAINSCOT. SKIM AND PATCH WALL SURFACE TO RECEIVE NEW PAINT FINISHES. THROUGHOUT AREA OF WORK. FIELD VERIFY LOCATIONS.

11. REMOVE EXISTING GYPSUM BOARD CEILING (NOT SHOWN).

12. REMOVE EXISTING SCOPE CABINET, SALVAGED FOR REUSE.

13. (NOT USED).

14. AREA OF NEW JANITORS CLOSET.

15. EXISTING FLOORING AND BASE TO REMAIN. 16. EXISTING FRAME TO REMAIN AND BE REUSED.

REMOVE DOOR LEAF IN PREPARATION FOR NEW DOOR.

17. REMOVE EXISTING AUTOMATIC DOOR OPERATOR, SALVAGE FOR REUSE.

18. EXISTING FIRE EXTINGUISHER TO REMAIN.

A. DURING DEMOLITION AND RECONSTRUCTION, ATTENTION MUST BE GIVEN TO MAINTAINING AND PRESERVING THE STRUCTURAL INTEGRITY OF THE BUILDING. IF ANY UNFORESEEN SITUATION

DEVELOPS, PLEASE NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY.

B. PRIOR TO CONSTRUCTION, FIELD INVESTIGATE EXISTING CONDITIONS AND NOTIFY THE OWNER AND THE ARCHITECT OF ANY DISCREPANCIES.

C. REFER TO PLUMBING, HVAC & ELECTRICAL DRAWINGS FOR OTHER ITEMS THAT NEED TO BE REMOVED.

D. AREAS IMMEDIATELY ADJACENT TO THE AREA OF CONSTRUCTION WILL REMAIN OCCUPIED DURING ENTIRE CONSTRUCTION PERIOD. CONTRACTORS TO TAKE CARE THAT CONSTRUCTION ACTIVITY SHALL NOT IMPEDE ACTIVITY IN AREAS OUTSIDE

CONSTRUCTION LIMITS.

E. CAREFULLY REMOVE WALLS AND ITEMS WHERE ADJACENT CONSTRUCTION WILL BE RETAINED. DISPOSE OF DEMOLISHED ITEMS IN A LEGAL MANNER.

F. RENOVATION WORK IS EXTENSIVE THROUGHOUT AREA OF WORK. ACCESSORIES IN MULTIPLE INSTANCES ARE TO BE REMOVED. DEMOLITION NOTES ARE FOR GUIDANCE AND MAY NOT COVER SPECIFIC ITEMS. COORDINATE DEMOLITION WORK WITH NEW CONSTRUCTION. CONTACT ARCHITECT IF ANY QUESTIONS.

G. REPAIR, LEVEL, AND PREPARE EXISTING CONCRETE FLOOR SLABS TO RECEIVE NEW FLOOR FINISH INCLUDING AREAS WHERE OLD WALLS ARE REMOVED.

H. EXISTING WALL SURFACES TO RECEIVE NEW SCHEDULED FINISHES SHALL BE PREPARED IN A MANNER ACCEPTABLE TO THE FINISH

MANUFACTURER.

I. PRIOR TO DEMOLITION, VERIFY AND REMOVE AND STORE ITEMS TO BE SALVAGED FOR REUSE IN CONSTRUCTION OR GIVEN TO OWNER. THE OWNER RETAINS THE RIGHT OF FIRST REFUSAL OF ALL REMOVED ITEMS.

N1. NEW DOOR AND FRAME. N2. NEW PARTITION.

N3. EXISTING PARTITION TO REMAIN. PATCH AND REPAIR AREAS DISTURBED BY NEW CONSTRUCTION. VERIFY EXISTING WALLS ARE FULL HEIGHT. EXTEND AND/OR PATCH AS NECESSARY.

CONSTRUCTION NOTES

INDICATES CONSTRUCTION NOTE - NEW WORK. 00 1 2 4 2 7 6 2 3 SUITE # 1

EXISTING MEDICAL OFFICE (LAYOUT BASED ON EXISTING

DRAWINGS FROM 2001)

SUITE # 3

EXISTING ENDOSCOPY SUITE (NOT IN OPERATION - VACANT)

SUITE # 3

A1.1 B4

FOR NEW WORK IN THIS AREA REFER TO THIS DETAIL 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 2 2 2 2 4 4 2 4 2 4 2 3 3 2 2 AREA OF WORK AREA OF WORK AREA OF WORK 4 4 5 4 5 7 6 6 12 2 7 6 14 9 15 7 7 7 9 4 5 11 6 7 6 5 9 5 7 7 6 5 16 17 17 16 16 16 5 AREA OF WORK 6 18 18 1 1 1 18 18 1 18 1 1 18 18 ₁ 2 WAITING 3-01 OFFICE 3-02 OFFICE 3-03 OFFICE 3-04 OFFICE 3-05 MECH 3-06 BREAK 3-07 CONSULT 3-08 CONSULT 3-09 JAN. 3-10 TOILET 3-11 CONSULT 3-12 PAT. TLT._3-13 PAT. TLT. 3-14 STORAGE 3-15 ELEC. 3-16 MECH. 3-17 MECH 3-18 PROCESS 3-19 PROCEDURE 1 3-20 PROCEDURE 2 3-21 LAB 3-23 SOILED 3-24 ALCOVE 3-25 HALL 3-27 VEST. C104 VESTIBULE C101 PRE / POST 3-31 HALL 3-32 JAN. TOILET C-105 CORRIDOR C102 CORRIDOR C103 MECH. EQUIP. C-112 STAFF LOUNGE C-110 TOILET C-111 TOILET 2-56 TOILET 2-55 PRE/POST 2-52 SOILED 3-53 WAITING 2-50 VEST. 2-54 BUSINESS 2-51 SOILED 2-60 CLEAN 2-61 PROCEDURE 2-62 HALL 2-59 CONSULT 2-63 STORAGE 2-58 STORAGE 2-57 OFFICE 1-129 EXAM RM. 1-130 EXAM RM. 1-131 STORAGE 3-15 ELEC. 3-109 MECH 3-18 PROCESS 3-19 MED GAS 3-30 PROCEDURE 1 3-20 4' 0" N2 A1 3-109 N1 N3 N3

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PARTIAL FIRST FLOOR

DEMOLITION PLAN

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RENOVATIONS TO

FO

4/14/2020

3769.00

TJB

1/8" = 1'-0"

F2 PARTIAL FIRST FLOOR PLAN - DEMOLITION

1/4" = 1'-0"

B4 PARTIAL FLOOR PLAN - NEW WORK ELECTRIC ROOM

NO. DATE DESCRIPTION 4/14/20 FOR CONSTRUCTION 1 5/12/20 ADDENDUM #4 2 6/16/20 ADDENDUM #5

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6' 0" CRASH CART CART TOILET C105 VEST. C101 P A P VWP-1/WG-1 VW P -1 VWP-1/WG-1 VWP-1/WG-1 VWP-1 2 F1 5 6 7 F.E.C F.E.C A1 4

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CR-1 MONITOR PROCEDURE RM. 2-117 10' - 0" 8' - 7 3/4" JAN. 2-114 CLEAN PROCESS 2-116 INSTRUMENT RM. 2-115 _CHECK-IN 2-102 WAITING 2-101 TOILET 2-110 LOUNGE C-110 TOILET C-111 MECH. C-112 PRE/POST RECOVERY 2-103 HALL 2-118 BAY #1 2-109 BAY #2 2-108 BAY #3 2-107 NURSE ST. 2-111 STORAGE 2-106 SOILED 2-104 VESTIBULE 2-105 HALL 2-113 OFFICE 2-112 MED GAS S-134

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CORRIDOR C102 WAITING 3-01 PROCEDURE 2 3-21 SOILED 3-24 ALCOVE 3-25 HALL 3-32 JAN 3-22 PRE / POST C-113 A A7.2 B4 A7.2 E3 A7.1 E3 A7.1 F1 A7.1 B3 A7.1 C3 B5 B2 E1 A7.2 F2 C1 C4 F3 E4 A7.1 B4

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OFFICE C110 STORAGE C-120 4' - 10" OFFICE 3-03 OFFICE 3-02 CORRIDOR C103 CART A7.2 C1 C4 A7.1 E1 A7.1 B1 P P B.WARMER B.WARMER SCOPE STERILIZER 2-110 2-112 2-104 2-106 2-102.1 2-116.1 2-116.2 2-118.2 2-114 2-115 2-102.2 2-113 2-118.1 C110 C-106 JAN C106 2-105.1 2-105.2 CR VW P -1 T. V PHYSIO CART 2-101.1 A7.2 B1 1' - 6" 2' - 0" CG-2 CG-1 CG-1 EWP-1 EWP-1 EWP-1 2-102.2 1 1 11 2 2 2 2 2 2 2 11 2 2 2 3 4 4 4 4 7 8 9 VW P -1 VW P -1 VW P -1/ W G -1 VWP-1 VWP-1 VW P -1 VW P-1 CR -1 CR -1 CR -1 CR -1 CR -1 CR -1 CR -1 CR-1 VW P-1 EWP-2 VW P-1 VW P -1 VW P -1 VWP-1 VWP-1 VW P -1 VWP-1 VWP-1 VWP-1 VW P -1 VW P -1 VWP-1 VWP-1 VW P -1 VW P -1 VWP-1 11 VWP-1 VW P -1 VW P -1 VWP-1 VW P -1 4' - 2" ALIGN A7.1 F4 6' 7" 11' 3" 9' - 0" 10' - 0" 1' - 0" 2-119 CLOSET 2-119 6' - 0" 9' 0" 9' 7" F.V 5' - 9" F.V 3' 0" 10 9 1' - 11" 1' - 6" 3' 4" 7' - 1 0" 6' - 11" 10' 2" 9' - 8" 7' - 5" 7' - 2 " 2' - 1 " 5' - 8 " 13' - 5" A7.2 F1 VWP-1 2-117A 11 2-117 2 2-101.2 12 12 CR 13

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A2 A1 A1 A1 A1 A1 2' 1" D2 A1 1' - 2" A1 A1 A1 A1 A1 3 A1 A1 VWP-1 VW P -1 VW P -1 VW P-1 VW P-1 VW P-1 VW P-1 F2 F2 A1 A1 5 5 T07 S-134 2-102.3 CR CR 7 4 14 14 14 14 14 14 14 CG-1 CG-1 2 LEGEND, TYPICAL: CR-1 = CHAIR RAIL

CG-1 = CORNER GUARD (4'-0" HEIGHT) CG-2 CORNER GUARD (4'-6" HEIGHT)

EWG-1 = END WALL PROTECTOR GUARD (4'-0" HEIGHT) EWG-2 = END WALL PROTECTOR GUARD (4'-6" HEIGHT) WG-1 = WALL GUARD

VWP-1 = VINYL WALL PROTECTION. REFER TO ROOM FINISH SCHEDULE FOR HEIGHT. = CARD READER

= AUTOMATIC DOOR OPERATOR = ACTIVATION DEVICE - AUTO DOOR

OPERATOR - TOUCHLESS

GENERAL NOTES

1. EXISTING DOOR AND FRAME TO REMAIN. 2. NEW DOOR AND FRAME. REFER TO DOOR AND

FRAME SCHEDULE FOR ADDITIONAL INFORMATION. 3. EXISTING SINK TO REMAIN.

4. EXISTING PARTITION TO REMAIN. PATCH AND REPAIR AREAS DISTURBED BY NEW CONSTRUCTION. VERIFY EXISTING WALLS ARE FULL HEIGHT AND AIR TIGHT, BOTH SIDES OF WALL. EXTEND AND/OR PATCH AND FIRE CAULK AS REQUIRED. TYPICAL CORRIDOR WALLS AND 1 HR. PARTITIONS.

5. NEW WALL INFILL. CONSTRUCT SIMILAR TO WALL TYPE INDICATED, FIELD INVESTIGATE CONDITIONS.

CONSTRUCTION NOTES

INDICATES CONSTRUCTION NOTE. 00

A. PRIOR TO CONSTRUCTION, FIELD VERIFY EXISTING DIMENSIONS AND FLOOR ELEVATIONS. NOTIFY ARCHITECT OR OWNER OF ANY DISCREPANCIES. B. REPAIR, LEVEL AND PREPARE EXISTING CONCRETE

FLOOR SLABS TO RECEIVE NEW FLOOR FINISH INCLUDING AREAS WHERE OLD WALLS ARE REMOVED.

C. RESTORE ANY WALL OR ROOF/CEILING ASSEMBLY THAT ARE DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITIONS.

D. ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE OF CONSTRUCTION UNLESS NOTED

OTHERWISE.

E. WHERE DISCREPANCIES OCCUR BETWEEN DETAIL PLANS AND OTHER DISCIPLINE'S DRAWINGS WITHIN THIS SET, CONSULT THE ARCHITECT FOR

CLARIFICATION.

F. REFER TO INTERIOR WALL TYPE SCHEDULE FOR PARTITION DETAILS AND INFORMATION.

6. NEW FIRE EXTINGUISHER AND SEMI-RECESSED CABINET BY G.C.

7. PATCH AND REPAIR WALL FINISHES AS NECESSARY. MATCH EXISTING.

8. PATCH AND REPAIR EXISTING CERAMIC TILE FLOORING DISTURBED BY NEW CONSTRUCTION. MATCH EXISTING.

9. RELOCATED METAL CABINETS FROM SUITE #3. PROVIDE NEW SOLID SURFACE COUNTERTOP. REFER TO INTERIOR ELEVATIONS.

10. G.C TO PROVIDE AND INSTALL NEW COAT RACK, REFER TO DETAIL B3/A8.1

11. FURNISH AND INSTALL NEW DOOR ON EXISTING FRAME. FIELD VERIFY FRAME CONDITIONS AND DIMENSIONS.

CR A P 12. REUSE EXISTING AUTOMATIC DOOR OPERATOR.

13. PROVIDE NEW "SIGN TYPE 1", REFER TO SIGNAGE LEGEND.

14. PROVIDE WALL BLOCKING FOR NEW EQUIPMENT, ACCESSORIES, AND CASEWORK. PATCH AND REPAIR ALL PARTITIONS AS NECESSARY.

15. (NOT USED) 2

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1/4" = 1'-0"

F1 PARTIAL FLOOR PLAN - NEW WORK

NO. DATE DESCRIPTION 4/14/20 FOR CONSTRUCTION 2 6/16/20 ADDENDUM #5

(5)

9 1 2 6 EXISTING SIDEWALK BRUBAKER DRIVE 7 4 4 5 8 8 8 ₈ 8 10 10

GENERAL NOTES

A. PROVIDE TEMPORARY CONSTRUCTION FENCE (48" ht. MIN.) AROUND EXTERIOR CONSTRUCTION AREA. B. PRIOR TO EXCAVATION AND SITE WORK OBTAIN

ACCURATE LOCATION OF EXISTING UTILITIES. 1. EXISTING SIDEWALK TO REMAIN.

2. EXISTING CANOPY TO REMAIN.

4. SAW CUT AND REMOVE PORTION OF EXISTING SIDEWALK.

5. FOOTPRINT OF NEW PRIVACY FENCE AREA. REFER TO NEW WORK SITE PLAN FOR ADDITIONAL

INFORMATION.

6. G.C TO REMOVE EXISTING SOIL, IN PREPARATION TO LOWER EXISTING GRADE.

7. PREPARE AREA FOR NEW SIDEWALK.

8. REFER TO MECHANICAL DRAWINGS FOR WORK ASSOCIATED WITH EXISTING CONDENSING UNITS. 9. G.C TO REMOVE EXISTING TREE.

10. REMOVE EXISTING BUSHES.

CONSTRUCTION NOTES

INDICATES CONSTRUCTION NOTE - NEW WORK. 00 BAY #1 2-109 BAY #3 2-107 BAY #2 2-108 TOILET 2-110 LOUNGE C-110 MECH. C-112 TOILET C-111 EXISTING SIDEWALK BRUBAKER DRIVE NEW AHU EXISTING SIDEWALK 4' 0" EQ EQ (1) NEW TREE

BLACK HILLS SPRUCE 'PICEA GLAUCA DENSATA' SIZE: 2" CALIPER

EQ.

(24) DECORATIVE GRASS

BLUE FESCUE, 'ELIJAH BLUE' FESTUCA GLAUCA (6"-12" HT.) (14) COMMON BOXWOOD 'BUXUS SEMPERVIRENS' SPACED 24" O.C (3-5 FT. HT.) 2' - 6" EXISTING LANDSCAPED AREA TO REMAIN NOTES:

A. ALL SHRUBS AND TREES TO BE PROVIDED AND INSTALLED BY OWNER. B. NEW BED AREAS TO BE FINISHED WITH LANDSCAPE FABRIC AND

CHATTANOOGA LANDSCAPE GRAVEL, TO MATCH EXISTING BEDS.

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-DEMOLITION WORK, AND

LANDSCAPE PLAN

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NO. DATE DESCRIPTION 2 6/16/20 ADDENDUM #5

1/8" = 1'-0"

C2 PARTIAL FLOOR PLAN - SITE WORK -DEMOLITION

1/8" = 1'-0"

F3 SITE LANDSCAPE PLAN

(6)

A1.4 A1.4 F1 F3 NURSE ST. 2-111 BAY #1 2-109 BAY #3 2-107 BAY #2 2-108 HALL 2-113 HALL 2-118 OFFICE 2-112 PRE/POST RECOVERY 2-103 STORAGE 2-106 TOILET 2-110 SOILED 2-104 LOUNGE C-110 MECH. C-112 TOILET C-111 EXISTING SIDEWALK BRUBAKER DRIVE 25' 0 " 4' 0" 7' 8" A1.4 F6 22' - 8" 11' - 4" 11' - 4" NEW AHU 15' 0" F3 A3.1 1 8 2 2 8 10 6 9 9 9 7 7 5 3

EQ. EQ. EQ. EQ.

3' - 0" 4' - 6" EQ. EQ. 9" 9" 4' 0" 4' 0" 5' 6" 5"0" 13 4 14

FIRST FLOOR

100' - 0"

1 11 10 4 4 5 12 15 F1 A3.1 1 11 5 4 4 12 15' - 0" 3' 0" 15 F3 A3.1 A3.1 F6

FIRST FLOOR

100' - 0"

1' - 8" 9' - 8" 1' - 8" 11' - 4" 3' 0" 3' 4" 1 3 24' - 4" 11 5 4 4 12 11' - 4" 11' - 4" A3.1 B1 F3 A3.1

GENERAL NOTES

A. ALL LANDSCAPING (SHRUBS & TREES) TO BE PROVIDED AND INSTALLED BY OWNER.

B. TOP SOIL AND GRASS SEEDING IN CONSTRUCTION AREAS TO BE PROVIDED AND INSTALLED BY G.C. RESTORE GRASS AREAS TO ORIGINAL CONDITIONS. C. ALL WOOD PRIVACY FENCE ELEMENTS TO BE

STAINED ON BOTH SIDES.

D. REFER TO SHEET A3.1 FOE EXTERIOR DETAILS. E. CAST-IN-PLACE CONCRETE NOTES:

1. CONCRETE WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE LATEST "AMERICAN CONCRETE INSTITUTE" RECOMMENDATIONS. 2. CONCRETE MIXES FOR BUILDING ELEMENTS:

A. FOOTINGS: (3000) PSI.

B. FOUNDATION WALLS: (4000) PSI. C. SLABS-ON-GRADE: (4000) PSI.

D. (EXTERIOR CONCRETE 4 TO 6% AIR CONTENT.) E. SLUMP LIMIT: (4") (PLUS OR MINUS 1").

3. STEEL REINFORCEMENT SHALL BE

ACCOMPLISHED IN ACCORDANCE WITH THE LATEST A.I.S.C. RECOMMENDATIONS.

A. REINFORCING BARS: ASTM A 615, GRADE 60. 1. EXISTING BUILDING.

2. EXISTING SIDEWALK TO REMAIN. 3. EXISTING CANOPY TO REMAIN.

4. NEW WOOD PRIVACY FENCE. CONSTRUCTED OF 1X6 WESTERN BOARDS (BOARD OVER BOARD STYLE). REFER TO FENCE DETAILS. STAIN FENCE WITH A SOLID COLOR LATEX STAIN, BOTH SIDES. MATCH COLOR OF EXISTING BUILDING FASCIA (BEIGE).

5. NEW MASONRY PILLAR WITH NATURAL STONE VENEER TO MATCH THE EXISTING BUILDING

EXTERIOR WALL. G.C TO PROVIDE STONE SAMPLES TO ARCHITECT FOR VERIFICATION.

6. NEW AIR HANDLER UNIT. REFER TO MECHANICAL DRAWINGS.

7. NEW CONCRETE CURB.

6. G.C TO EXCAVATE AND LOWER THE EXISTING GRADE BY 14", AND PROVIDE A LAYER OF 12" THICK GRAVEL. THE OBJECTIVE IS THAT THE NEW EQUIPMENT DOES NOT EXCEED 36" HEIGHT ABOVE THE ADJACENT EXISTING GRADE LEVEL. HVAC UNIT SHALL NOT BE HIGHER THAN THE NEW 36" PRIVACY FENCE. COORDINATE HEIGHTS PRIOR TO INSTALLATION. 8. NEW CONCRETE SIDEWALK.

9. CONDENSING UNIT. REFER TO MECH. DRAWINGS FOR DETAILS.

10. GATE (3'-0" CLEAR WHEN OPEN). 11. NEW LIMESTONE CAP.

12. 6"X6" CEDAR WOOD POST, STAINED.

13. MECH. CONTRACTOR TO PATCH AND REPAIR EXISTING EXTERIOR WALL WHERE DUCT ENTERS THE BUILDING.

14. NEW CONCRETE STEPS.

15. INFILL GAP BETWEEN EXIST. BUILDING AND POST WITH 2X6 CEDAR BOARD. ATTACHED TO BOTH SIDES WITH GALV. ANGLES.

CONSTRUCTION NOTES

INDICATES CONSTRUCTION NOTE - NEW WORK. 00

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1/8" = 1'-0"

C1 PARTIAL FLOOR PLAN -SITE PLAN - NEW WORK

1/4" = 1'-0"

F1 EAST ELEVATION - FENCE

F3 SOUTH ELEVATION - FENCE

_{1/4" = 1'-0"}

F6 WEST ELEVATION - FENCE

_{1/4" = 1'-0"}

(7)

2" 1 ' - 3 5 /8 " 2" 2' 8" 4" 6" 3' 0" 1' - 3 5/8"

LIMESTONE CAP WITH SLOPED TOP, INSTALL ANCHORS TO SECURE CAP

8" CONCRETE MASONRY UNIT (CMU) GROUTED SOLID

NATURAL STONE, MATCH EXISTING.

1' - 8" 2" 1" 2" PRIVACY WOOD FENCE GRADE CONCRETE FOUNDATION CONCRETE FOOTING 2' - 8"

MASONRY JOINT REINFORCEMENT @ 16" O.C. 3" 2' 8" 1' 0"

PLAN VIEW

THRU-WALL FLASHING ON TOP OF CMU

1" SECURE RAILS TO MASONRY WITH GALV. ANGLES 2" 2" 2" (3) #5 EA. WAY (4) #5 VERT. DOWELS #3 TIES @ 12" C/C (4) #5 VERT. REINFORCEMENT MORTAR

GALV. DIAMOND MESH LATH VERT. REINFORCEMENT BAR

NATURAL STONE, MATCH EXISTING.

GALV. DIAMOND MESH LATH AND MORTAR

8" CONCRETE MASONRY UNIT (CMU) GROUTED SOLID

6" X 6" CEDAR WOOD POSTS @ 7'-0" O.C. MAX.

GRADE 1" X 6" WESTERN RED CEDAR

BOARDS (BOARD ON BOARD) NAILED TO RAILS. WOOD TO BE STAINED BOTH FACES WITH A SOLID LATEX STAIN

CONCRETE FOOTING

2" X 4" WESTERN CEDAR RAILS. STAINED 5 1/4" 5 1/4" 1' - 4" 6" 3' 0" 4"

EMBED WOOD POST INTO CONCRETE LIMESTONE CAP NATURAL STONE, MATCH EXISTING. 10" 1' 2" 3' 0" 8" 1" R

GRADE, SLOPE AWAY FROM CURB 3' 6" 4" 2" 2" 3' 0" CONC. PAD BY MECH. CONTRACTOR MECH. UNIT CURB NEW MECH. UNIT 12" COMPACTED GRAVEL

1X6 WESTERN CEDAR BOARDS. (BOARD ON BOARD), STAINED BOTH SIDES

(3) #4 @ 16" C/C. HORIZ. #4 @ 24" C/C VERT.

6 X 6 CEDAR WOOD POST, STAINED (BEYOND) 5" 5 1/4" 5 1/4" 2" CONCRETE CURB 3" CONCRETE PROJECTION FOR POST EMBEDMENT POST (BEYOND)

2X6 WESTERN CEDAR BOARD. STAINED

WOOD CAP.

2 X 4 CEDAR WOOD RAIL

2 X 4 CEDAR WOOD RAIL, STAINED SLIDE BOLT GATE

LATCH WITH HASP FOR PADLOCK CONCRETE SIDEWALK 6" X 6" CEDAR WOOD POST CONCRETE FOOTING 6"

EMBED WOOD POST INTO CONCRETE

3' - 6" (3'-0" CLR. MIN. WHEN OPEN) 2" x 4" CEDAR WOOD

FRAME & BRACE, (INSIDE)

(2) HEAVY DUTY GATE HINGE - BLACK

WOOD PRIVACY FENCE

2" 3' 0" 1" X 6" WESTERN RED CEDAR BOARDS (BOARD ON BOARD) 7" M AX . 7" M AX . 11" 3' 0" 8" 1' - 2" FENCE GATE #4 @ 16" C/C EA. WAY REINFORCEMNENT BARS 3" CONCRETE SIDEWALK POURED CONCRETE STEPS 1"

5/8" DIA. SMOOTH BAR @ 24" C/C. DRILL AND EPOXY GROUT 6" INTO CONC. SIDEWALK POST BEYOND 12" COMPACTED GRAVEL 8" 5 1/2" 3" 5 1/2" 1 1/4" 5 1/2" 1 1/4"

6X6 CEDAR WOOD POST

GALVANIZED ANGLE ATTACHED TO EACH END. 2X4 WESTERN CEDAR RAILS

1X6 WESTERN CEDAR BOARDS. BOARD OVER BOARD, NAILED TO RAILS GALV. NAILS. EXISTING CONCRETE SIDEWALK 1/2" PREMOLDED EXPANSION JOINT 5'-0" MAX. SAWCUT JOINT 1" DEEP.

4' COMPACTED GRANULAR FILL

EXISTING NEW

4" CONCRETE SIDEWALK

NOTES:

A. PROVIDE BROOM FINISH TO ALL EXPOSED SURFACES.

B. 1/2 EXPANSION JOINT REQUIRED AT END OF EACH POUR, AT EACH SIDE OF A DRIVEWAY, OR ANY FIXED STRUCTURE.

C. MAXIMUM SPACING BETWEEN EXPANSION JOINTS 40'-0". PROVIDE SAWCUT JOINT AT EVERY 5'-0" BETWEEN EXP. JOINTS.

D. PROVIDE A MINIMUM OF 2" EDGING AROUND ALL EXPOSED SURFACES

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1" = 1'-0"

F6 DECORATIVE PILLAR

1/2" = 1'-0"

B1 PRIVACY FENCE ELEVATION DETAIL, TYPICAL

1" = 1'-0"

F3 PRIVACY FENCE / CURB DETAIL

1/2" = 1'-0"

B4 GATE DETAIL

3/4" = 1'-0"

F1 CONCRETE STEPS DETAIL

3" = 1'-0"

D1 FENCE DETAIL - PLAN VIEW

1 1/2" = 1'-0"

B6 CONCRETE SIDEWALK DETAIL

(8)

O V O V O V V O #

CONSTRUCTION NOTES

1. RELOCATED MEDICAL GAS ZONE VALVE.

2. NEW MEDICAL GAS ZONE VALVE. BEACON MEDEAS MODEL ZVB3-AAB-ENG.

3. NEW CO2 MANIFOLD BEACON MEDEAS MODEL MNE-HH-2X2-CO2-A-S. PIPE PER MANUFACTURERS RECOMMENDATIONS INCLUDING NECESSARY RELIEF PIPING.

4. RECONNECT MEDICAL OXYGEN PIPING TO EXISTING MANIFOLD. EXTEND PIPING AS NEEDED.

5. NEW COMBINATION MASTER AND AREA ALARM PANEL. MASTER ALARMS FOR MEDICAL VACUUM, OXYGEN MANIFOLD, CO2 MANIFOLD. AREA ALARMS FOR PATIENT HOLDING; OXYGEN AND VACUUM. AREA ALARMS FOR PROCEDURE ROOM; OXYGEN, CARBON DIOXIDE AND VACUUM. EXTEND EXISTING VACUUM & OXYGEN MASTER ALARM WIRING FROM EXISTING LOCATION. PROVIDE NEW CO2 MASTER ALARM WIRING AND WIRING FOR NEW AREA ALARMS FOR PROCEDURE ROOM. 6. PROVIDE MEDICAL CARBON DIOXIDE CONNECTION AT BASE OF

UTILITY BOOM.

7. EXTEND ALARM WIRING TO NEW MASTER ALARM PANEL.

CORRIDOR C102 1" VAC OXYGEN TANK MANIFOLD (E) 1/2 " O X 1/2 " O X 1/2" OX 3/4" VAC 3/4" VAC 1/2" OX 1 " V A C VACUUM PUMP(E) 1" VAC 3/4 " V AC 3/4" VAC 1/2" OX 1/2" OX 3/4" VAC CO2 TANK MANIFOLD 1/2 " C_O 2 1 1/2" OX 3/4" VAC 1/2" CO2 1/2" CO2 2 3/4" VAC 1/2" OX 1/2" OX 3/4" VAC 1/2" OX 3/4" VAC PROCEDURE RM. 2-117 CLEAN PROCESS 2-116 INSTRUMENT RM. 2-115 CHECK-IN 2-102 WAITING 2-101 VESTIBULE 2-105 PRE/POST RECOVERY 2-103 SOILED 2-104 OFFICE 2-112 HALL 2-118 BAY #3 2-107 BAY #2 2-108 BAY #1 2-109 TOILET 2-110 MECH. C-112 LOUNGE C-110 TOILET C-111 HALL 2-113 JAN C106 STORAGE 2-106 MED GAS S-134 1/2" OX 3/4" VAC 1/2" CO2 3 4 3/4" VAC 5 6 7 STORAGE C-120 4 4 4 4 R P RE _ED I E GN A N O I S S L F O E R E S I G _T R NEE

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204 S. Ludlow Street Suite 400 Dayton, Ohio 45402

Phone: (937) 223-3821 ~ Fax: (937) 223-3849

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GENERAL NOTES - HVAC

’

DUCT INSULATION SCHEDULE

SYSTEM INSULATION THICKNESS TYPE LOCATION NOTES

TYPE BASIS OF DESIGN APPROVED EQUALS DESCRIPTION

DUCT CONSTRUCTION AND SEALING

DUCT SYSTEM SMACNA CLASS. NOTES S.P. CONSTR. SEAL CLASS

AIR DEVICE SCHEDULE 3713

TAG DESCRIPTION MODEL NO. MATERIAL ACCESSORIES NOTES

INDEX OF DRAWINGS

FAN & ROOF VENTILATOR SCHEDULE 3400

ELECTRIC

DRIVE

TYPE MOUNTING APPLICATION ACCESSORIES & OPTIONS CONTROLS

TAG SERVICE AREA DESCRIPTION

MODEL NUMBER & SIZE GREENHECK ROOF OPENING (L x W) CAPACITY ELECTRICAL AIRFLOW (CFM) E.S.P. (IN. W.C.) MOTOR RPM MOTOR HP V/PH

VENTILATION SCHEDULE

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PACKAGED COOLING/HEATING

UNITS

ELECTRIC REHEAT COIL SCHEDULE

BASIS OF DESIGN: INDEECO

EQUIPMENT SCHEDULE

PIPE INSULATION SCHEDULE

SYSTEM & SIZE INSULATION THICKNESS TYPE LOCATION

TYPE BASIS OF DESIGN APPROVED EQUALS DESCRIPTION

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T T T FD FD F D F D T H FD CORRIDOR C102 3 3 5 3 3 1 5 3 3 3 3 3 3 3 3 3 4 3 3 3 3 3 3 3 4 3 9 1 4 4 1 2 EF(E) 6 6 6 1 1 1 4 3 3 4 EF(E) 6 3 3 3 7 EF(E) 8 OUTSIDE AIR INTAKE 3 3 4 GAS CD(E) CD(E) CD(E) CD(E) CD(E) TREE 4 4 11 10 10 12 13 5 4 14 15 11A(E) #

CONSTRUCTION NOTES

1. REMOVE DUCT BACK TO LOCATION INDICATED ON PLAN AND CAP.

2. REMOVE EXISTING TEMPERATURE SENSOR. 3. REMOVE AIR DEVICE.

4. REMOVE DUCTOWORK TO LOCATION INDICATED ON PLAN. SEE H2.1 FOR NEW CONNECTION.

5. REMOVE TEMPERATURE SENSOR. 6. EXISTING AIR DEVICE TO REMAIN.

7. THERMOSTAT AND HUMIDISTAT TO BE REMOVED AND REPLACED.

8. WALL MOUNTED EXHAUST FAN TO REMAIN.

9. REMOVE PORTION OF EXHAUST DUCT FOR FIRE DAMPER INSTALLATION, SEE H2.1

10. REMOVE FURNACE. REMOVE OUTSIDE AIR DUCT TO PLENUM BOX & CAP.

11. REMOVE AND REPLACE HUMIDIFIER, SEE H2.1. 12. REMOVE CONDENSING UNIT. PATCH REFRIGERANT

PENETRATION THROUGH EXTERIOR WALL TO MATCH EXISITNG. 13. RELOCATE CONDENSING UNIT, SEE H2.1.

14. REMOVE FIRE DAMPER. PATCH WALL TO MATCH FIRE RATING. 15. EXISTING CONDENSING UNIT TO REMAIN. PROVIDE NEW

CONCRETE PAD ON LOWERED GRADE. EXTEND REFRIGERANT PIPES AS NECESSARY. 5 5 5 R P RE _ED I E GN A N O I S S L F O E R E S I G _T R NEE

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FD FD F D T F D F D FD F D T H H T #

CONSTRUCTION NOTES

1. RECONNECT DUCT WORK TO EXISTING. FIELD VERIFY SIZE. 2. NEW TERMOSTAT AND HUMIDISTAT.

3. COORDINATE RETURN DUCT RUN ABOVE SUPPLY DUCT. RETURN DUCT TRANSITIONS TO 20/8 ABOVE SUPPLY DUCT. RUN RETURN DUCT TIGHT TO DECK ABOVE TO ALLOW FOR DUCT CROSS.

4. NEW EXHAUST FAN ON ROOF.

5. COORDINATE AIR DEVICE IN CEILING WITH EXISTING DUCTWORK.

6. ZONE TEMPERATURE SENSOR FOR AH-1 UNOCCOUPIED CONTROL.

7. NEW FIRE DAMPER, FIELD VERIFY DUCT SIZE.

8. COORDINATE EXHAUST DUCT RUN ABOVE SUPPLY AND RETURN DUCT. RUN EXHAUST DUCT TIGHT TO DECK. LOWER RETURN AND SUPPLY DUCT AS NEEDED.

9. SEMI-RECESSED ELECTRIC WALL HEATER. REDD-I AFA SERIES OR EQUAL BY Q-MARK. 1,000 WATTS, 120V/1PH, 8.3 AMPS WITH INTEGRAL DISCONNECT AND THERMOSTAT.

10. PROVIDE 6" DIAMETER DUCT EXTENSION AND CAP FOR FUTURE CONNECTION.

11. EXISTING EXHAUST FAN 12" BELOW CEILING.

12. NEW EXHAUST FAN, MOUNT FAN 12" A.F.F. WALL PENETRATION AND SEALING BY H.C. CORRIDOR C102 TOILET C105 VEST. C101 PROCEDURE RM. 2-117 CLEAN PROCESS 2-116 INSTRUMENT RM. 2-115 CHECK-IN 2-102 JAN. 2-114 WAITING 2-101 VESTIBULE 2-105 NURSE ST. 2-111 PRE/POST RECOVERY 2-103 OFFICE 2-112 HALL 2-118 LOUNGE C-110 TOILET C-111 MECH. C-112 TOILET 2-110 BAY #1 2-109 BAY #2 2-108 MED GAS S-134 BAY #3 2-107 STORAGE 2-106 HALL 2-113 SOILED 2-104 /12 18 /8 1 0 /10 20 /1 0 1 2 /10 12 /1 0 1 6 /6 12 /1₀ 16 /1₀ 10 /10 10 /8 1 0 /8 10 /8 8 /10 10 /8 8 /1 0 1 2 /10 12 /10 10 / 10 10 S1-6" 110 S1-6" 110 S1-6" 110 S1-6" 100 S2-6" 65 S1-6" 50 S1-6" 50 S1-6" 50 S2-6" 50 S1-6" 100 S1-6" 100 S1-6" 100 S1-6" 100 S1-8" 150 S1-8" 150 S1-6" 100 S2-4" 25 R1 25 1 1 R2 100 R2 100 R2 100 R1 25 R2 220 R2 110 R2 25 R1 100 R2 500 1 R3 75 R3 75 R1 225 3 4 EF-1 1 EF(E) R3 75 1 10 R3 75 FD JAN C106 EF(E) S1-6" 75 S1-6" 75 R2 (E) 50 5 5 OUTSIDE AIR INTAKE EF(E) 1 7 10" 8" 6" 4 6" 9 STORAGE C-120 8" EF-2 11 12 GAS CD(E) CD(E) CD(E) /8 1 2 /1 8 1 6 /1 8 1 6 20/12 AH-1 1 /10 20 20/8 17 16 13 (E) 100 (E) 100 (E) 100 /8 1 0 1 EF-3 4 H-2 15 14 15 14 18 1-1 1-2 H-1 1 19 19 20 21 2 H0.2 2 H0.2 2 6 2 5 5 22 / 8 10 4 /1 0 2 0

#

CONSTRUCTION NOTES CONT.

13. TRANSITION FROM 16/18 TO 20/12 IN RISE.

14. DUCT MOUNTED ELECTRIC REHEAT COIL. SEE SCHEDULE. 15. DUCT MOUNTED HUMIDIFIER. ROUTE WATER SERVICE FROM

DOMESTIC COLD WATER IN MECHANICAL ROOM. PROVIDE SHUT-OFF VALVE AT CONNECTION.

16. TRANSITION FROM 20/12 TO 16/18 IN DROP. 17. WALL PENETRATION AND SEALING BY H.C.

18. AH-1 IS RECESSED BELOW GRADE TO MEET ZONING REQUIREMENTS. RAISE/LOWER EXTERIOR DUCTWORK AS NECESSARY TO BUILDING ENTRY HEIGHT.

19. WALL MOUNTED ELECTRIC HUMIDIFIER. SEE DETAIL 1, H0.2 FOR UNIT INFORMATION.

20. RELOCATED CONDENSING UNIT. EXTEND REFRIGERANT PIPING AS NECESSARY. PROVIDE NEW EXTERIOR CONCRETE

EQUIPMENT PAD.

21. NEW EXTERIOR CONCRETE EQUIPMENT PAD.

22. ROUTE NATURAL GAS PIPING FROM MECHANICAL ROOM. EXTEND PIPING FROM REMOVED FURNACE UNIT 11A TO NEW AH-1. R P RE _ED I E GN A N O I S S L F O E R E S I G _T R NEE

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NATURAL GAS CONNECTIONS DETAIL

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