Attachment 4 MAHG191089 Renovate Blake Gym Drawings.pdf

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M IFO

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Fernanda A. Silva

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E E GN EG I N E R I N

MACHADO PATANO

A RR TC H I E C T U

DES I GN GROUP

E

PM

B R A D F OR D A. J O N E S, A I A

REV 0 - ISSUED FOR CONSTRUCTION

04.23.2021

MAHG 201080 RENOVATE BLAKE GYM

KEESLER AIR FORCE BASE

1201 H Street, BLDG 1201

KAFB - BILOXI, MS 39534

A

ABBREVIATIONS INDEX

A E (CONT) L R (CONT)

B

C

D

F

G

H

I

J

M

N

O

P

Q

R

S

T

U

V

W

E

K

& AND

@ AT

ANGLE

A/C AIR CONDITIONING

ACT ACOUSTICAL CEILING TILE

ADDT'L ADDITIONAL

ADJ ADJUSTABLE

AF ACCESS FLOORING

AFD AUTOMATIC FIRE DAMPER

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ALT ALTERNATE

APPROX APPROXIMATE

ARCH ARCHITECT

ASF ALUMINUM STORE FRONT

BTWN BETWEEN

BIT BITUMEN

BJ BAR JOIST

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BLT BUILT

BM BEAM

BO BOTTOM OF

BR BACKER ROD

BTWN BETWEEN

CAP CAPACITY

C/C CENTER TO CENTER

CCTV CLOSED CIRCUIT

TELEVISION

CJ CONTROL JOINT

CL CLEAR

CLG CEILING

CLO CLOSET

CLR COLOR

CMU CONCRETE MASONRY

UNIT

CONTR CONTRACTOR

COL COLUMN

COMP COMPRESSION OR

COMPRESSED

CONC CONCRETE

COND CONDENSATE

CONST CONSTRUCTION

CONT CONTINUOUS

CPLNG COUPLING

CPT CARPET

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTR CENTERS

CENTER

CW COLD WATER

DIA / DIAMETER

DB DRY BULB

DBL DOUBLE

DEFL DEFLECTION

DEPT DEPARTMENT

DET/DTL DETAIL

DISP DISPENSER

DK DARK

DN DOWN

DP DAMP PROOFING

DS DOWNSPOUT

DWG(S) DRAWING(S)

EA EACH

EDF ELECTRONIC

DRINKING FOUNTAIN

EF EXHAUST FAN

EFC EACH FACE

EJ EXPANSION JOINT

ELEC ELECTRICAL

EL/ELEV ELEVATION

EMBED EMBEDDED

ENGR ENGINEER

ENT ENTERING/ ENTRY

EQ EQUAL

EQUIP EQUIPMENT

ES EXPOSED STRUCTURE

EXH EXHAUST

EXPAN EXPANSION

EXT EXTERIOR

FA FIRE ALARM

FAC FIRE ALARM CABINET

FD FLOOR DRAIN

FAR FIRE ALARM REMOTE

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER

CABINET

FH FIRE HYDRANT

FIN FINISH

FLR FLOOR

FOC FACE OF CONC

FOB FACE OF BRICK

FR FRAME

FS FLOW SWITCH

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GF CMU GROUND FACE CMU

GL GLASS

GPM GALLONS PER MIN.

GYP BD GYPSUM BOARD

HB HOSE BIB

HC HANDICAP

HDWR HARDWARE

HM HOLLOW METAL

HP HIGH POINT

HORIZ HORIZONTAL

HR HOUR

HT HEIGHT

HW HOT WATER

HVAC HEATING,

VENTILATION, AIR

CONDITIONING

IC INTERCOM

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JNT JOINT

JST JOIST

LAM LAMINATE(D)

LAT LAY-IN ACOUSTICAL

CEILING

LAV LAVATORY

LF LINEAR FEET

LG LEG

LP LIGHT POLE

LAM LAMINATE

LAV LAVATORY

LT LIGHT

MA MIXED AIR

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MFR/MFGR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MAS MODIFIED

MRV MOISTURE RELEASE

VENT

MT METAL THRESHOLD

MTD MOUNTED

MTL METAL

N/A NOT APPLICABLE

NF NATURAL FINISH

NIC NOT IN CONTRACT

NO / # NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OA OUTSIDE AIR

OC ON CENTER

OCEW ON CENTER EACH WAY

OH OVERHEAD

OPN'G OPENING

OPP OPPOSITE

OZ OUNCE

± , +/_ PLUS OR MINUS

PT PAINT

PART'N PARTITION

PRE-FIN PRE FINISH(ED)

PL PLATE

PPL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PNL PANEL

PP POWER POLE

PR PAIR

PRE FAB PREFABRICATED

PROJ PROJECTION

PSF POUNDS/SQUARE INCH

PTD PAPER TOWEL

DISPENSER

QT QUARRY TILE

GTB QUARRY TILE BASE

GTY QUANTITY

RA RETURN AIR

RB RUBBER BASE

RD ROOF DRAIN

RE: REFER TO...

REF REFERENCE

REFR REFRIGERATOR

REINF REINFORCED

REQ'D REQUIRED

RET RETURN

RM ROOM

R.O ROUGH OPENING

RTU ROOF TOP UNIT

SA SUPPLY AIR

SAN SANITARY

SAFM SELF ADHERING FLASHING

MEMBRANE

SCHED SCHEDULE

SCWD SOLID CORE WOOD

SECT SECTION

SF STOREFRONT/ SQUARE

FEET

SHT SHEET

SIM SIMILAR

SL SLOPE

SP SPACING

SPEC SPECIFIED/

SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUP SUPPLY

SUSP SUSPENDED

SYN SYNTHETIC

T&B TOP & BOTTOM

TBM TEMPORARY BENCH MARK

TEL TELEPHONE

T&G TOUNGE & GROOVE

THRESH THRESHOLD

TLT TOILET

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.S. TOP OF STRUCTURE

TP TOILET PAPER HOLDER

TRTD TREATED

TYP TYPICAL ALL SIMILAR

CONDITIONS

UC UNDER COUNTER

UL UNDERWRITER'S

LABORATORY

UNO UNLESS NOTED

OTHERWISE

VAR VARIES

VD VOLUME DAMPER

VERT VERTICAL

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

VTR VENT-THRU-ROOF

VWC VINYL WALL COVERING

W WIDE, WIDTH

W/ WITH

W/O WITHOUT

WD WOOD

WG WATER GAUGE

WGVP WIRE GLASS VISION PANEL

WH WATER HEATER

WP WATERPROOFING

DOOR NUMBER WINDOW TYPE

SYMBOL-REVISIONS

REVISED AREA

REVISION NUMBER

SYMBOL-FINISHED FLOOR ELEVATION

Name Elevation

ROOM IDENTIFICATION

ROOM NUMBER

SYMBOL-DETAIL CALLOUT

A101

SIM

REFER TO THIS

DRAWING ID

A101

SIM

EXTERIOR

ELEVATION

INTERIOR

ELEVATION

REFER TO THIS

DRAWING ID

SYMBOL-BUILDING SECTION / WALL SECTION

REFER TO

DRAWING ID

A101

SIM

A601

A

D B

C

0 0

COLUMN

CENTER LINE

COLUMN GRID

NUMBER

A402

A601 A

INTERIOR

ELEVATION

SYMBOL-EXTERIOR ELEVATION / INTERIOR ELEVATION

SYMBOL-ROOM TAG

ROOM AREA (IF SHOWN)

SYMBOL-COLUMN GRID

SYMBOL-WALL / DOOR / WINDOW

WALL TYPE

SYMBOL-SPOT ELEVATION

GENERAL GRAPHIC LEGEND

1" DN

ELEVATION CHANGE

CHANGE IN ELEVATION

DRAWING INDEX

GENERAL INDEX

G000 TITLE SHEET

G101 GENERAL NOTES, ABBREV, AND SYMBOLS

G102 ADA & ABA STANDARDS

G103 TYPICAL MOUNTING HEIGHTS

G104 OVERALL PHASING PLAN

G105 PHASING DESCRIPTION

STRUCTURAL INDEX

S001 STRUCTURAL NOTES

S100 STRUCTURAL PLANS

S300 SECTIONS AND DETAILS

ARCHITECTURAL INDEX

D101 DEMOLITION FLOOR PLAN

D102 ENLARGED DEMOLITION PLAN

D111 DEMOLITION REFLECTED CEILING PLAN

D201 DEMOLITION EXTERIOR ELEVATIONS

A101 CALLOUT FLOOR PLAN

A102 DIMENSIONED FLOOR PLAN

A110 REFLECTED CEILING PLAN

A140 ROOF PLAN

A201 EXTERIOR ELEVATIONS

A401 ENLARGED FLOOR PLANS

A601 ROOM FINISH & OPENING SCHEDULES

I101 FINISH FLOOR PLAN

I102 FURNITURE/OWNER FURNISHED EQUIPMENT PLAN

I201 INTERIOR ELEVATIONS

I202 INTERIOR ELEVATIONS

PLUMBING INDEX

FP001 FIRE PROTECTION NOTES, ABBREVIATIONS, & DETAILS

FP002 FIRE PROTECTION DETAILS

FP100 FIRE PROTECTION SITE PLAN

FP101 FIRE PROTECTION PLAN

P001 PLUMBING NOTES, ABBREVIATIONS, & SYMBOLS

P100 PLUMBING DEMO PLAN

P101 SANITARY SEWER PLAN

P102 DOMESTIC WATER PLAN

P601 PLUMBING SCHEDULE & DETAILS

MECHANICAL INDEX

M001 MECHANICAL NOTES

M002 MECHANICAL ABBREVIATIONS & SYMBOLS

M100 MECHANICAL HVAC DEMOLITION PLAN

M101 MECHANICAL PIPING DEMOLITION PLAN

M102 MECHANICAL HVAC PLAN

M103 ENLARGED MECHANICAL ROOM

M501 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M801 MECHANICAL CONTROL NOTES & SEQUENCE OF OPERATIONS

M802 MECHANICAL CONTROL DIAGRAMS

ELECTRICAL INDEX

E001 ELECTRICAL SYMBOLS AND NOTES

E002 ELECTRICAL ABBREVIATIONS, NOTES, AND SCHEDULES

E011 ELECTRICAL DEMOLITION FLOOR PLAN

E012 ELECTRICAL DEMOLITION CEILING PLAN

E101 ELECTRICAL SITE PLAN

E111 ELECTRICAL POWER PLAN

E121 ELECTRICAL LIGHTING PLAN

E122 ELECTRICAL LIGHTING CONTROLS PLAN

E141 ELECTRICAL SPECIAL SYSTEMS PLAN

E151 MECHANICAL POWER PLAN

E501 ELECTRICAL GENERAL DETAILS

E601 ELECTRICAL ONE-LINE DIAGRAM

E621 ELECTRICAL PANEL SCHEDULES

E631 ELECTRICAL LIGHTING CONTROLS DIAGRAMS

E632 ELECTRICAL LIGHTING CONTROLS DIAGRAMS

MATERIAL HATCH LEGEND

Concrete

Earth

Gypsum-Plaster Insulation Rigid

Masonry Brick

Masonry Concrete Block

Plastic

Sand

Steel

Stucco

Gravel Site Grass

Wood 00 Wood 01 Wood 02 Wood 03

PROJECT MAP

1201 H STREET

VICINITY MAP

1201 H STREET

1. THE CONSTRUCTION DOCUMENTS ARE COMPRISED OF BOTH DRAWINGS

AND SPECIFICATIONS (PROJECT MANUAL). THE GENERAL CONTRACTOR

SHALL NOT BREAK OUT SECTIONS TO SUB-CONTRACTORS OR VENDORS.

2. DO NOT SCALE DRAWINGS; IF DIMENSIONS ARE IN QUESTION CONTRACTOR

SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM ARCHITECT

BEFORE CONTINUING WITH CONSTRUCTION.

3. BIDDERS SHALL FIELD VERIFY ALL EXISTING CONDITIONS ON THE PROJECT

JOB SITE PRIOR TO BIDDING.

4. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING WORK OF ALL

TRADES TO INSURE A USABLE & FUNCTIONAL END PRODUCT. ANY

CONFLICTS BETWEEN THE DRAWINGS AND SPECIFICATIONS SHALL BE

CLARIFIED BY THE ARCHITECT/ENGINEER. IF NO CLARIFICATION IS ISSUED

THE BIDDER SHALL BID THE MOST STRINGENT PRODUCT OR APPLICATION.

5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ABOVE

CEILING WORK TO INSURE ADEQUATE INSTALL FOR ALL COMPONENTS AND

TO PREVENT THE ADJUSTMENT OF ANY CEILING COMPONENTS.

6. GENERAL CONTRACTOR IS RESPONSIBLE FOR SECURING AND PROTECTING

ALL CONSTRUCTION MATERIALS, EQUIPMENT, TOOLS, AND TEMPORARY

FACILITIES ON THE JOB SITE FOR THE DURATION OF THE PROJECT.

7. MATERIALS USED ON THIS PROJECT SHALL NOT CONTAIN ASBESTOS.

8. GENERAL CONTRACTOR SHALL PLACE AND MAINTAIN THROUGHOUT

DURATION OF PROJECT SPECIFIED GROUND MATERIAL OVER SOILS

ADJACENT TO BUILDING PRIOR TO INSTALLING EXTERIOR WALL FINISH

MATERIALS TO PREVENT STAINING ON FINISHED PRODUCT. ALL STAINS ON

EXTERIOR WALL MATERIALS SHALL BE CLEANED AND FULLY REMOVED

BEFORE SUBSTANTIAL COMPLETION OF PROJECT AT NO ADDITIONAL COST

TO THE OWNER. IF STAINS CAN NOT BE REMOVED FROM THE FINISH

MATERIALS, THE MATERIAL MUST BE REPLACED AT NO ADDITIONAL COST TO

THE OWNER.

9. GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SUBMITTALS

FOR REVIEW AND APPROVAL BEFORE PROCEEDING WITH CONSTRUCTION.

CONTRACTOR IS PROCEEDING AT HIS OWN RISK IF MATERIAL OR

COMPONENTS ARE INSTALLED PRIOR TO RECEIVING REVIEWED AND

EXECUTED SHOP DRAWINGS AND SUBMITTALS. CONTRACTOR SHALL TAKE

LIABILITY FOR REMOVAL AND REPLACEMENT, AT NO ADDITIONAL COST TO

THE OWNER, OF ALL MATERIAL, COMPONENTS AND LABOR FOR WORK

INSTALLED WITHOUT SIGNED/STAMPED/APPROVED SHOP DRAWINGS AND

SUBMITTALS.

10. ALL DOOR, FRAME, AND OPENING DIMENSIONS SHALL BE FIELD VERIFIED

BEFORE FABRICATION.

11. CONTRACTOR TO COORDINATE & VERIFY ANY/ALL WEEP HOLES IN MASONRY

ARE LOCATED ABOVE FINISH GRADE ELEVATION AND BELOW FINISH FLOOR

ELEVATION TYPICAL.

12. ALL BID AMOUNTS MUST BE BASED ON THE MOST STRINGENT REQUIREMENT

CALLED FOR IN THE COMPLETE CONSTRUCTION DOCUMENT PACKAGE. IN

ADDITION, THE MOST STRINGENT REQUIREMENT SHOWN SHALL GOVERN

AND TAKE PRECEDENCE IN THE EVENT OF ANY AND ALL CONFLICTS

BETWEEN DIFFERENT DRAWINGS (PLANS, ELEVATIONS, DETAILS, SECTIONS,

SCHEDULES, ETC...), BETWEEN DIFFERENT SPECIFICATION SECTIONS,

WITHIN SPECIFICATION SECTIONS, AND BETWEEN THE DRAWINGS AND THE

SPECIFICATIONS. IT WILL BE THE GENERAL CONTRACTORS RESPONSIBILITY

TO BRING ANY AND ALL DISCREPANCIES TO THE ARCHITECT’S ATTENTION

FOR FURTHER CLARITY PRIOR TO SUBMITTING A FORMAL BID.

PROJECT GENERAL NOTES

PROJECT TEAM

OWNER/OWNER REPRESENTATIVE

ARCHITECT

Bradford A Jones, AIA. M|P DESIGN GROUP

228.388.1950

PLUMBING ENGINEER

Micah VanDijvendijk, P.E. MACHADO | PATANO

228.388.1950

MECHANICAL ENGINEER

Micah VanDijvendijk, P.E. MACHADO | PATANO

228.388.1950

ELECTRICAL ENGINEER

Brad P. Patano, P.E. MACHADO | PATANO

228.388.1950

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Fernanda A. Silva

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VERIFY SCALES

1"

IF NOT ONE INCH ON THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON ORIGINAL DRAWING

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SCALE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

TH

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E GN EG I N E R I N

MACHADO PATANO

A RR TC H I E C T U

DES I GN GROUP

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PM

Bradford A. Jones, Architect

918 HOWARD AVE. SUITE F

BILOXI, MISSISSIPPI 39530

Office: 228.388.1950 Fax: 228.388.1971 web: www.mpeng.us

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.10 .19

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MLW

As indicated 0110.20.002

M A

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B L

A K

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GE

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, A

BB

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V, AN

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MB

OL

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G101

H S tre et

, B

LD

G

KA

FB

BI

LO

XI

, M S

K E

E S

L E

R A

IR

F

O R

C E

B A

FIGURE 305.3

CLEAR FLOOR OR

GROUND SPACE

48" MIN

" M

IN

FIGURE 305.5

POSITION OF CLEAR FLOOR OR GROUND SPACE

48" MIN

" M

IN

" M

IN

30" MIN

(a)

(b)

" M

IN

30" MIN

X>

60" MIN

MIN

12".

X>

" M

IN

FIGURE 305.7.1

MANEUVREING CLEARANCE IN AND

ALCOVE, FOREWARD APPROACH

FIGURE 305.7.2

MANEUVREING CLEARANCE IN AND

ALCOVE, PARALLEL APPROACH

M

IN9"

MIN

8".

M

IN

MIN

11".

M

IN9"

. 30

" M

IN

MAX

6".

FIGURE 306.2

TOE CLEARANCE

FIGURE 306.3

KNEE CLEARANCE

60" MIN

" M

IN

" M

IN

" M

IN

1' - 0" MIN

36" MIN

1' - 0" MIN

BASE

AR

M

AR

M

FIGURE 304.3.2

T-SHAPED TURNING SPACE

ADA & ABA GENERAL NOTES

1. ITEMS, DIMENSIONS, AND CLEARANCES SHOWN ON THESE DIAGRAMS ARE TYPICAL PROJECT

TO PROJECT CONDITIONS AND ARE NOT INTENDED TO BE ALL INCLUSIVE, NOR MAY THEY ALL

BE APPLICABLE FOR THIS SPECIFIC PROJECT. THEY ARE SHOWN FOR GENERAL REFERENCE

PURPOSES ONLY DEPICTING THE MINIMUM REQUIREMENTS ALLOWED BY THE 2010 ADA

STANDARDS FOR ACCESSIBLE DESIGN (ADA). THEY DO NOT REPRESENT A COMPLETE LISTING

OF GUIDELINES OR STANDARDS NECESSARY TO MEET THE 2010 ADA ACCESSIBILITY CODE

REQUIREMENTS. THE OVERALL INTENT OF THE CONSTRUCTION DOCUMENTS FOR THIS

PROJECT IS FOR IT TO BE IN FULL COMPLIANCE WITH THE 2010 ADA IN ITS ENTIRETY. IF A

SITUATION ARRISES DURING CONSTRUCTION WHERE A DISCREPENCY OCCURS BETWEEN A

DESIGNED DETAIL OR A BUILT CONDITION AND THE MINIMUM REQUIREMENTS SET FORTH BY

THESE DIAGRAMS OR ANY DIAGRAM IN THE 2010 ADA, THEN IT IS THE CONTRACTOR'S

RESPONSIBILITY TO CONTACT THE ARCHITECT TO ASSIST WITH MAKING A RESOLUTION PRIOR

TO MOVING FORWARD WITH CONSTRUCTION OF THE AFFECTED DETAIL.

2. ALL DIMENSIONS ARE INDICATED IN INCHES UNLESS NOTED OTHERWISE.

3. ALL GRAPHICS SHOWN ARE TAKEN FROM THE LATEST EDITION OF AMERICANS WITH

DISABILITIES ACT AND ARCHITECTURAL BARRIERS ACT ACCESSIBILITY GUIDELINES.

4. ADDITIONAL ADA/ABA REQUIREMENTS MAY BE REQUIRED BY LOCAL JURISDICTION, STATE

AND LOCAL GOVERNMENT AND LOCAL ORDNANCES. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ADDITIONAL REQUIREMENTS AND IMPLEMENTING THESE REQUIREMENTS.

5. IF LOCAL JURISDICTION, STATE AND LOCAL GOVERNMENT AND LOCAL ORDNANCES DIFFER

FROM WHAT IS SHOWN ON THIS SHEET THE CONTRACTOR SHALL BRING IT TO THE ARCHITECTS

ATTENTION IN WRITING PRIOR TO BIDDING.

(a) (b)

FIGURE 308.2.2

OBSTRUCTED HIGH FORWARD REACH

FIGURE 308.2.1

UNOBSTRUCTED FORWARD REACH

" M

AX

" M

AX

M

IN

M

AX

20 MAX >20-25 MAX

(a) (b)

FIGURE 308.3.2

OBSTRUCTED HIGH SIDE REACH

FIGURE 308.3.1

UNOBSTRUCTED SIDE REACH

MAX

10".

M

IN

' M

AX

" M

AX

" M

AX

MAX

10".

" M

AX

" M

AX

10-24" MAX

ADA SIGN MOUNTING HEIGHT

OP

EN

IN

G

AS

S

CH

ED

XXX

XXXXXX

AL

IG

N A

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S

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ES

T O

T H

E

TO

P

5'

0" T

YP

" M

IN

T

O B

.O . T

AC

TI

LE

" M

AX

T

O T

.O . T

AC

TI

LE

9"

WHERE THERE IS NO

WALL SPACE SIGNAGE

SHALL BE LOCATED ON

THE NEAREST ADJ WALL.

CLEAR

18" MIN

LI

N

E O

F

AD

JA

C

EN

T

W

AL

L

1/4" MAX

FIGURE 303.2

VERTICAL CHANE IN LEVEL

1/4" EA

FIGURE 303.3

BEVELED CHANE IN LEVEL

1/2"

FIGURE 302.3

ELONGATED OPENINGS IN FLOOR

OR GROUND SURFACES

DOMINANT DIRECTION OF TRAVEL

LONG DIM PERPENDICULAT

TO DOMINANT DIRECTION

OF TRAVEL

1/2" MAX

FIGURE 307.2

LIMITS OF PROTRUDING

OBJECTS

4" MAX

" M

AX

" M

IN

Figure 307.3 Post-Mounted Protruding Objects

12 max 12 max

-8 m ax m inX > 12

X > 12

(b)(a)

FIGURE 403.5.2

CLEAR WIDTH AT TURN

42 min m in

X < 48

42 min

X < 48

36 min 36 min m in

(a) 180 degree turn

(b) 180 degree turn

(Exception)

FIGURE 403.5.1

CLEAR WIDTH OF AN ACCESSIBLE ROUTE

m in

48 min 24 max m in m in m in

24 max m in

CLEAR WIDTH OF AN ACCESSIBLE ROUTE;

BYPASSING

FIGURE 404.2.3

CLEAR WIDTH OF DOORWAYS

(c) folding door

(a) hinged door

(b) sliding door

32 min 32 min32 min

" M

IN

" T

YP

48" MIN

36" TYP

FIGURE 608.2.1

TRANSFER TYPE SHOWER

COMPARTMENT SIZE AND CLEARANCE

SEAT

WALL

BACK WALL

CONTROL

WALL

18"

FIGURE 608.3.1

GRAB BARS FOR TRANSFER

TYPE SHOWER

SEAT

WALL

BACK

WALL

CONTROL

WALL

1/

2" M

IN

" M

IN

FIGURE 609.3

SPACING OF GRAB

BARS

FIGURE 605.2

HEIGHT AND DEPTH OF URINALS

(A) WALL HUNG TYPE

13 1/2" MIN

" M

AX

M

IN

MIN

404.2.4.1

(a) front approach, pull side

FIGURE 404.2.4.1

MANEUVERING

CLEARANCES AT

MANUAL SWINGING

DOORS AND GATES

m in

(b) front approach, push side

M

IN12 MIN

(c) front approach, push side with closure and latch

36 min m in

(d) hinge approach, pull side

42 min m in

(e) hinge approach, pull side m in 22 min

(f) hinge approach, push side m in 22 min

(g) hinge approach, push side, door provided with closure and latch

(h) latch approcah, pull side

24 min m in

(i) latch approcah, pull side door provided with closer

24 min m in m in 18 min

X > 8

(a) pull side

FIGURE 404.2.4.3

MANEUVERING

CLEARANCE AT

RECESSED DOORS

AND GATES

m in

(b) push side

X > 8 48 m in12 min

(c) push side, door provided with both closer and latch

X > 8 min min

(a) (b) min

(c)

Figure 404.2.6 Doors in Series and Gates in Series

M

IN

(j) latch approach, push side

M

IN

(k) latch approach, push side door provided with closer

24 MIN24 MIN

1' - 0"

42" MIN

39" - 41"

54" MIN

6"

" M

IN

1"

FIGURE 604.5.1

SIDE WALL GRAB BAR FOR WATER CLOSET

FIGURE 604.5.2

REAR WALL GRAB BAR FOR

WATER CLOSET

36" MIN

6"

24" MIN 12" MIN

60" MIN

" M

IN

FIGURE 604.3.1

SIZE OF CLEARANCE AT WATER CLOSETS

FIGURE 604.7

DISPENSER OUTLET LOCATION

" M

IN

" M

AX

7"-9"

FIGURE 604.8.1.2

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT DOORS

4" MAX

" M

IN

FIGURE 604.2

WATER CLOSET LOCATION

16"-18" 17"-19"

(A) WHEELCHAIR ACCESSIBLE

WATER CLOSETS

(B) AMBULATORY ACCESSIBLE

WATER CLOSETS

FIGURE 604.8.1.4

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT TOE CLEARANCE

6" M

IN

6" MIN

(A) ADULT WALL HUNG WATER CLOSET

" M

IN

60" MIN

(B) ADULT FLOOR MOUNTED WATER CLOSET

AND CHILDREN'S WATER CLOSET

" M

IN

60" MIN

FIGURE 604.8.1.1

WHEELCHAIR ACCESSIBLE TOILET

COMPARTMENT DOORS

I

S

T

PI

M IFO

E

Fernanda A. Silva

S

TA

ET

R

ISSS

E

ISG

TER D ARCH

C

P

T

I

E

VERIFY SCALES

1"

IF NOT ONE INCH ON THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON ORIGINAL DRAWING

C C

O

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PROJECT NO:

DRAWN BY:

CHECKED BY:

TH

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E GN EG I N E R I N

MACHADO PATANO

A RR TC H I E C T U

DES I GN GROUP

E

PM

Bradford A. Jones, Architect

918 HOWARD AVE. SUITE F

BILOXI, MISSISSIPPI 39530

Office: 228.388.1950 Fax: 228.388.1971 web: www.mpeng.us

IS

SU

ED

FO

R

CO

NS

TR

UC

TIO

N

As indicated 0110.20.002

M A

H G

R E

N O

V A

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B L

A K

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AD

A

AB

A

ST

AN

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A.F.F.

TOILET

PAPER

DISPENSER

SOAP

DISPENSER

PAPER

TOWEL

DISPENSER

FEMININE

NAPKIN

RECEPTACLE

MIRROR

0"

A .F

.F

N O

N A

D A

TO

IL

ET

" A

.F .F

AD

A

TO

IL

ET

SE

E

N O

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" A

.F .F

SE

E

N O

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" A

.F .F

" A

.F .F

. T O

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" A

.F .F

ROBE HOOK

TO

B

O

TT

O M

O F

R

EF

LE

C

TI

VE

S U

R

FA

C E

" A

.F .F

TYPICAL TOILET ACCESSORY MOUNTING HEIGHTS

ELECTRIC

HAND

DRYER

" T

O O

PE

R

AB

LE

M

EC

H

AN

IS

M

WASTE

RECEPTACL

E

" T

O O

PE

R

AB

LE

M

EC

H

AN

IS

M

TO

C

O N

TR

O

L

" M

AX

BABY

CHANGING

STATION

A.F.F.

" A

.F .F

LIGHT

SWITCH

FIRE ALARM

PULL

STATION

THERMOSTA

T

FIRE ALARM

STROBE

FIRE ALARM

ANNUNCIAT

OR

" A

.F .F

" A

.F .F

7'

- 6

" A .F

.F

7'

6" A

.F .F

RECEPTACL

E

" A

.F .F

CARD

READER

" A

.F .F

TELEPHONE

OUTLET

" A

.F .F

HUMIDISTAT

" A

.F .F

CO2

SENSOR

7'

6" A

.F .F

" A

.F .F

INTERCOM

CALL

SWITCH

ELEVATOR

CALL

BUTTON

" A

.F .F

DATA

OUTLET

" A

.F .F

CALL

STATION

" A

.F .F

TYPICAL PLATE AND DEVICE MOUNTING HEIGHTS

TV

OUTLET

R

EF

ER

T

O E

LE

C

TR

IC

AL

S

H

EE

TS

" A

.F .F

INTERCOM

SPEAKER W/

CALL

SWITCH

" A

.F .F

TBD TBD

LOCATION TO BE

COORDINATED W/

MOUNTING

BRACKET

TYP. MOUNTING HEIGHT GENERAL NOTES

1. ANY DEVICE WITH OPERABLE COMPONENTS TO BE 48" MAX TO TOP OF OPERABLE

COMPONENT. GC TO NOTIFY ARCHITECT PRIOR TO INSTALLATION OF ANY DEVIATIONS FROM

THIS ADA MAXIMUM OPERABLE REACH HEIGHT.

2. ANY DEVICE WITH OPERABLE COMPONENTS TO BE 15" MIN TO BOTTOM OF OPERABLE

COMPONENT. GC TO NOTIFY ARCHITECT PRIOR TO INSTALLATION OF ANY DEVIATIONS FROM

THIS ADA MINIMUM OPERABLE REACH HEIGHT.

3. ALL TYPICAL MOUNTING HEIGHT DIMENSIONS SHOWN HEREIN ARE TO CENTERLINE OF

DEVICE OR FIXTURE U.N.O.

I

S

T

PI

M IFO

E

Fernanda A. Silva

S

TA

ET

R

ISSS

E

ISG

TER D ARCH

C

P

T

I

E

VERIFY SCALES

1"

IF NOT ONE INCH ON THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON ORIGINAL DRAWING

C C

O

PY

R

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H

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D M

AT

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N / S

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M

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PROJECT NO:

DRAWN BY:

CHECKED BY:

TH

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E GN EG I N E R I N

MACHADO PATANO

A RR TC H I E C T U

DES I GN GROUP

E

PM

Bradford A. Jones, Architect

918 HOWARD AVE. SUITE F

BILOXI, MISSISSIPPI 39530

Office: 228.388.1950 Fax: 228.388.1971 web: www.mpeng.us

IS

SU

ED

FO

R

CO

NS

TR

UC

TIO

N

As indicated 0110.20.002

M A

H G

R E

N O

V A

T E

B L

A K

E G

Y M

TY

PIC

AL

M

OU

NT

IN

G

HE

IG

HT

S

G103

H S tre et

, B

LD

G

KA

FB

BI

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, M S

K E

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L E

R A

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F

O R

C E

B A

STRETCH

ROOM

CARDIO

ROOM

MECH

FAMILY

WORKOUT

ROOM

CIRCUIT

ROOM

WEIGHT

ROOM

MECH

WEIGHT

ROOM

STAIR

COURT #4

COURT #5

MEN'S

PRIVATE

LOCKERS

WOMEN'S

SAUNA

ADA RR

STORAGE

WOMEN'S

SHOWER

MEN'S

SHOWER

128 ADA RR

MEN'S

SAUNA

GENERAL

OFFICE

GYMNASIUM

RECEPTION

LAUNDRY

STORAGE

JANITOR

FAMILY RR

WOMEN'S

MEN'S

RESTROOMS

WOMEN'S

RESTROOMS

WOMEN'S

PRIVATE

LOCKER

WOMEN'S

LOCKERS

LOBBY

MEN'S

LOCKERS

PHASE "A.A.1" PHASE "A.A.2"

PHASE "C"

PHASE "A.B"

PHASE "A.D"

PHASE "A.D" PHASE "A.C"

PHASE "A.E"

PHASE "B"

(EXTERIOR ONLY)

NOTE: SOME PHASES OVERLAP, SEE

PHASING DESCRIPTION ON G105.

PHASE "A.A.1" PHASE "A.A.2"

PHASE "A.B"

PHASE "A.C"

PHASE "A.D" PHASE "A.E"

PHASE "B"

PHASE "C"

I

S

T

PI

M IFO

E

Fernanda A. Silva

S

TA

ET

R

ISSS

E

ISG

TER D ARCH

C

P

T

I

E

VERIFY SCALES

1"

IF NOT ONE INCH ON THIS SHEET, ADJUST

SCALES ACCORDINGLY

BAR IS ONE INCH ON ORIGINAL DRAWING

C C

O

PY

R

IG

H

TE

D M

AT

E

R

IA

L

SI

O

N / S

UB

M

IT

TA

L

SCALE:

PROJECT NO:

DRAWN BY:

CHECKED BY:

TH

E

O

RI

G

IN

AL

S

IG

NE

D, D

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ED

A

ND

S

EA

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S.

E GN EG I N E R I N

MACHADO PATANO

A RR TC H I E C T U

DES I GN GROUP

E

PM

Bradford A. Jones, Architect

918 HOWARD AVE. SUITE F

BILOXI, MISSISSIPPI 39530

Office: 228.388.1950 Fax: 228.388.1971 web: www.mpeng.us

IS

SU

ED

FO

R

CO

NS

TR

UC

TIO

N

As indicated 0110.20.002

M A

H G

R E

N O

V A

T E

B L

A K

E G

Y M

OV

ER

AL

L P

HA

SIN

G

PL

AN

G104

H S tre et

, B

LD

G

KA

FB

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F

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B A

S E

3/32" = 1'-0"G104

1 FIRST FLOOR PLAN - OVERALL PHASING PLAN

NO

RT

H

1/32" = 1'-0"G104

2 FIRST FLOOR PLAN - OVERALL PHASING PLAN A.A.1

1/32" = 1'-0"G104

3 FIRST FLOOR PLAN - OVERALL PHASING PLAN A.A.2

1/32" = 1'-0"G104

4 FIRST FLOOR PLAN - OVERALL PHASING PLAN A.B

1/32" = 1'-0"G104

5 FIRST FLOOR PLAN - OVERALL PHASING PLAN A.C

1/32" = 1'-0"G104

6 FIRST FLOOR PLAN - OVERALL PHASING PLAN A.D

1/32" = 1'-0"G104

7 FIRST FLOOR PLAN - OVERALL PHASING PLAN A.E

1/32" = 1'-0"G104

8 FIRST FLOOR PLAN - OVERALL PHASING PLAN B

1/32" = 1'-0"G104

9 FIRST FLOOR PLAN - OVERALL PHASING PLAN C

NO

RT

H

NO

RT

H

NO

RT

H

NO

RT

H

NO

RT

H

NO

RT

H

NO

RT

H

PHASE A.A.1 - DESCRIPTION

PHASE A – MAIN

Design of new Fire Sprinkler System in its entirety. If funds permit, all following phases A.A, A.B, A.C, A.D and A.E may be combined and shall be bid as one single phase.

Phase A.A.1 – Primary

Phase A.A.1 – Architectural

1. Corridors:

a. New ceiling

2. Lobby

a. No work

3. Reception

a. New ceiling

4. Laundry

a. New ceiling

5. General Office

a. New ceiling

6. Office

a. New ceiling

7. Janitor

a. No work

8. Family RR

a. New ceiling

9. Storage

a. No work

Phase A.A.1 – Mechanical

1. Upsize Air Cooled Chiller

2. Upsize chilled water pump

3. Upsize required accessories for chilled water system

4. Upsize main chilled water distribution piping throughout building

5. Replace existing weight room and cardio room units with chilled water air handlers with electric heat

6. Replace existing racquet ball court split system with chilled water air handler with electric heat

7. Connect all new weight room, cardio room, and racquet ball court units to existing ductwork

8. Modify existing AHU-3 to serve only locker/restrooms utilizing existing ductwork and VAV units

9. Install new chilled water air handler for lobby/office area. Utilize existing ductwork and VAV units. Add additional VAV unit for lobby hallway and restroom. Existing VAV units and ductwork in lobby, offices, laundry, and reception areas will remain as is.

10. AHU-3

a. Unit ductwork will be modified to only serve locker room

b. New unit (AHU-7) will be added and connected to existing ductwork serving offices/lobby. Utilize existing ductwork and VAV units. Add additional VAV unit for lobby hallway and restroom. Existing VAV units and ductwork in lobby, offices, laundry, and reception areas will remain as is.

c. Install bi-polar ionization units

d. Install UV-lights in units

11. AHU-4

a. Unit will be replaced with a 4-pipe rooftop unit

b. Unit will be connected to existing ductwork

c. Existing roofcurb will be modified for new unit

d. Install bi-polar ionization units

e. Install UV-lights in units

12. AHU-5

a. Unit will be replaced with a 4-pipe rooftop unit

b. Unit will be connected to existing ductwork

c. Existing roofcurb will be modified for new unit

d. Install bi-polar ionization units

e. Install UV-lights in units

13. Chiller

a. Existing chiller, accessories, etc. will be demolished.

b. New chiller, accessories, etc will be installed.

14. Chilled Water Pump

a. Existing chilled water pump, accessories, etc will be demolished

b. New chilled water pump, accessories, etc will be installed.

1. Boiler (2)

a. Existing boiler, accessories, etc. will be demolished.

b. New boiler, accessories, etc will be installed.

2. Hot Water Pump

a. Existing hot water pump, accessories, etc will be demolished

b. New hot water pump, accessories, etc will be installed.

3. Hot water generator

a. Existing hot water generator will remain

4. Automatic Storage tank water heater

a. Existing automatic storage tank water heater will remain.

5. Fire Sprinkler System

a. Install fire sprinkler riser

b. Install fire sprinkler piping mains based on entire building hydronic calculations

c. Install upsized chilled/hot water lines were necessary based on system load and routing.

Phase A.A.1 – Electrical

1. Install new panel in mechanical room, upsize service entrance to building, replace main panel IPA and transformer.

2. Make all electrical upgrades required for upsized mechanical system.

3. Lobby

a. No work

4. Reception

a. No work

5. Laundry

a. No work

6. General Office

a. No work

7. Office

a. No work

8. Janitor

a. No work

9. Family RR

a. New Lighting

10. Storage

a. No work

Phase A.A.2 – Primary

Phase A.A.2 – Architectural

10. Corridors:

a. New ceiling

Phase A.A.2 – Mechanical

1. Design fire sprinkler system in its entirety.

2. Install fire sprinkler riser

3. Install fire sprinkler piping mains in corridor based on entire building hydronic calculations

4. Install upsized chilled/hot water lines were necessary based on system load al

Phase A.C – Weight/Cardio Rooms

Phase A.C – Architectural

1. Weight Room

a. New rubber flooring and new base (heavy duty rubber roll and rubber base)

b. New paint (walls and structure above)

2. Adjacent Weight Room (Existing cardio room)

a. New gypsum wall board on metal stud wall framing on all walls

b. New paint

c. New ceiling

d. New rubber flooring and new base (heavy duty rubber roll and rubber base)

e. Demolition of hollow metal frame and glazing

3. New circuit room (Existing Cardio Room)

a. New gypsum wall board on metal stud wall framing on all walls

b. New paint

c. New ceiling

d. New rubber flooring and new base (heavy duty rubber roll and rubber base)

4. New Workout room with kids’ space (Existing Cardio Room)

a. New gypsum wall board on metal stud wall framing on all walls

b. New paint

c. New ceiling

d. New rubber flooring and new base (heavy duty rubber roll and rubber base)

Phase A.C – Mechanical

1. AHU-1

a. Unit will be replaced with a 4-pipe rooftop unit.

b. This will require structural modification and support for unit to be placed on the roof

c. Demolish existing support structure in gym for existing units

d. Modify piping to roof for new unit connections.

e. Install bi-polar ionization units

f. Install UV-lights in units

2. AHU-2

a. Unit will be replaced with a 4-pipe rooftop unit.

b. This will require structural modification and support for unit to be placed on the roof

c. Demolish existing support structure in gym for existing units

d. Modify piping to roof for new unit connections.

e. Install bi-polar ionization units

f. Install UV-lights in units

3. Weight Room

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

4. Adjacent Weight Room (Existing cardio room)

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

5. New circuit room (Existing Cardio Room)

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

6. New Workout room with kids’ space (Existing Cardio Room)

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

Phase A.C – Electrical

1. Weight Room

a. No work

2. Adjacent Weight Room (Existing cardio room)

a. Demolition of existing electrical on floor.

b. Data and power relocated to walls where needed.

c. New electrical raceway will be installed on the floor to serve equipment. Basis of design will be Adirondack electric raceway DS4000 series.

d. Lighting will be removed, stored and reinstalled in same location.

3. New circuit room (Existing Cardio Room)

a. Demolition of existing electrical on floor.

b. Data and power relocated to walls where needed.

c. New electrical raceway will be installed on the floor to serve equipment. Basis of design will be Adirondack electric raceway DS4000 series.

d. Lighting will be removed, stored and reinstalled in same location.

4. New Workout room with kids’ space (Existing Cardio Room)

a. Demolition of existing electrical on floor.

b. Data and power relocated to walls where needed.

c. Lighting will be removed, stored and reinstalled in same location.

Phase A.D – Existing Racquet courts

Phase A.D – Architectural

1. New cardio room (Existing Court #1 and Court #2)

a. Demolition of cmu wall between the courts and between door and windows by corridor

b. New gypsum wall board on metal stud wall framing on all walls

c. New paint

d. New rubber flooring and new base (heavy duty rubber roll and rubber base)

e. New openings and new doors and frames

2. New stretch room (Existing Court #3)

a. Demolition of existing door and interior window

b. New gypsum wall board on metal stud wall framing on all walls

c. New paint

d. New rubber flooring and new base (heavy duty rubber roll and rubber base)

e. New opening and new doors and frames

3. Court #4

a. New Ceiling

4. Court #5

a. New Ceiling

Phase A.D – Existing Racquet courts

Phase A.D – Architectural

1. New cardio room (Existing Court #1 and Court #2)

a. Demolition of cmu wall between the courts and between door and windows by corridor

b. New gypsum wall board on metal stud wall framing on all walls

c. New paint

d. New rubber flooring and new base (heavy duty rubber roll and rubber base)

e. New openings and new doors and frames

2. New stretch room (Existing Court #3)

a. Demolition of existing door and interior window

b. New gypsum wall board on metal stud wall framing on all walls

c. New paint

d. New rubber flooring and new base (heavy duty rubber roll and rubber base)

e. New opening and new doors and frames

3. Court #4

a. New Ceiling

4. Court #5

a. New Ceiling

Phase A.D– Mechanical

1. AHU-6

a. Existing unit is in good, working condition and will remain.

b. Install bi-polar ionization units

c. Install UV-lights in units

2. New cardio room (Existing Court #1 and Court #2)

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

3. New stretch room (Existing Court #3)

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

4. Court #4

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

5. Court #5

a. Provide new sprinkler piping based on building hydronic calculations

b. Provide new ductwork from rooftop units throughout space.

c. Provide new ceiling return/supply grilles

Phase A.D – Electrical

1. New cardio room (Existing Court #1 and Court #2)

a. Installation of all new receptacles and data on walls and power poles installed where needed for new cardio equipment layout

b. New electrical raceway will be installed on the floor to serve equipment. Basis of design will be Adirondack electric raceway DS4000 series.

c. All new lighting

2. New stretch room (Existing Court #3)

a. Installation of all new receptacles and data on walls where needed for tvs

b. All new lighting

3. Court #4

a. No work

4. Court #5

a. No work

Phase A.E – Lobby/Office Area/Gymnasium

Phase A.E – Structural

1. Gymnasium

a. Provide support for Roofing mechanical equipment.

Phase A.E – Architectural

2. General:

a. New room signage in all rooms

1. Corridors:

a. New Paint

b. New finish flooring and new base (ceramic tile to lobby area)

c. New ceiling.

2. Lobby

a. New Paint

b. New ceiling.

3. Reception

a. New Paint

b. New ceiling.

4. Laundry

a. New Paint

b. New ceiling

5. General Office

a. New paint

b. New finish flooring and new base (carpet tile and rubber base)

c. New ceiling

6. Office

a. New paint

b. New finish flooring and new base (carpet tile and rubber base)

c. New ceiling

7. Janitor

a. New paint

b. New janitor’s sink

8. Family RR

a. New ceiling

b. New toilet

c. New sink

d. New toilet accessories

e. New finish flooring (ceramic tile) and new base (ceramic tile base)

9. Storage

a. No work

10. Gymnasium

b) No work

Phase A.E – Mechanical

1. Provide new sprinkler piping based on building hydronic calculations except corridor

2. Provide new VAV boxes and zoning based on latest floor plan

3. Adjust OA intake based on new building calculations

4. Adjust EA based on new building calculations

5. Provide new REF, exhaust ductwork, and grilles throughout the space

6. Provide new supply and return ductwork throughout the space

Phase A.E – Electrical

1. No work

Phase A.B – Restrooms

Phase A.B – Architectural

1. Men’s Locker Room/Restrooms

a. Removal of steam room

b. Demolition of all finishes, including but not limited to flooring, ceilings, toilet and shower partitions, restroom’s accessories, and countertops

c. Demolition of all tile and mud bed

d. Replacement of existing plumbing fixtures and additional ones

e. New toilet partitions

f. New paint

g. New wall tile

h. New ceilings

i. New flooring and base

j. New countertops

k. New mirrors

l. New restroom’s accessories

m. New openings

n. Fill in cmu wall opening

o. New cmu walls

p. New plumbing fixtures totaling:

1. 8 standard showers w/ shower curtains

2. 1 ADA roll-in shower w/ shower curtains

3. 1 ADA/Private Restroom including: ADA sink w/ mirror, ADA wall mounted automatic flush valve toilet and 1 ADA roll-in shower)

4. 4 toilet partitions

5. 3 standard and 1 ADA wall mounted automatic flush valve toilets

6. 3 standard wall mounted automatic flush valve urinals

7. 1 ADA wall mounted automatic flush valve urinals

8. 4 top mounted sinks

2. Women’s Locker Room/Restrooms

a. Demolition of cmu wall

b. Removal of steam room

c. Demolition of all finishes, including but not limited to flooring, ceilings, toilet and shower partitions, restroom’s accessories, and countertops

d. Demolition of all tile and mud bed

e. Replacement of existing plumbing fixtures and additional ones

f. New toilet partitions

g. New paint

h. New wall tile

i. New ceilings

j. New flooring and base

k. New countertops

l. New mirrors

m. New restroom’s accessories

n. New paint on doors and frames

o. New opening, door, and frame

p. New cmu walls

q. New plumbing fixtures totaling:

1. 5 standard showers w/ shower curtains

2. 1 ADA transfer shower w/ shower curtains

3. 1 ADA/Private Restroom including: ADA sink w/ mirror, ADA wall mounted automatic flush valve toilet and 1 ADA roll-in shower)

4. 5 toilet partitions

5. 4 standard and 1 ADA wall mounted automatic flush valve toilets

6. 6 top mounted sinks

Phase A.B – Mechanical

1. Provide new sprinkler piping based on building hydronic calculations

2. Provide new VAV boxes and zoning based on latest floor plan

3. Adjust OA intake based on new building calculations

4. Adjust EA based on new building calculations

5. Provide new REF, exhaust ductwork, and grilles throughout the space

6. Provide new supply and return ductwork throughout the space

7. Install bi-polar ionization units

8. Install UV-lights in units

9. Men’s Locker Room/Restrooms

r) Removal of steam room

s) Demolition of all fixtures (water closets, sinks, urinals, showers, drains, water fountains etc.)

t) New plumbing fixtures totaling:

1. 8 standard showers w/ new shower trim kit

2. 1 ADA roll-in shower w/ new shower trim kit

3. 1 ADA/Private Restroom including: ADA sink, ADA wall mounted automatic flush valve toilet and 1 ADA roll-in shower)

4. 3 standard and 1 ADA wall mounted sensor automatic flush valve toilets

5. 3 standard wall mounted sensor automatic flush valve urinals

6. 1 ADA wall mounted sensor automatic flush valve urinals

7. 4 top mounted sinks with sensor faucets

10. Women’s Locker Room/Restrooms

u) Removal of steam room

v) Demolition of all fixtures (water closets, sinks, urinals, showers, drains, water fountains etc.)

w) New plumbing fixtures totaling:

1. 5 standard showers w/ new shower trim kit

2. 1 ADA transfer shower w/ new shower trim kit

3. 1 ADA/Private Restroom including: ADA sink, ADA wall mounted automatic flush valve toilet and 1 ADA roll-in shower)

4. 4 standard and 1 ADA wall mounted sensor automatic flush valve toilets

5. 6 top mounted sinks with sensor faucets

Phase A.B – Electrical

1. Men’s Locker Room/Restrooms

a. Removal of steam room

b. Demolition of all existing lights

c. Installation of all new lights

2. Women’s Locker Room/Restrooms

a. Removal of steam room

b. Demolition of all existing lights

c. Installation of all new lights

PHASE B – EXTERIOR

Phase B – Architectural

1. Provide ada automatic push button at entry

2. Pressure wash entire exterior

3. Patch precast panels expansion joint caulking

4. Prep, prime and paint precast fascia panels and exposed concrete columns and all entry alcoves including walls and soffit.

5. Prep, prime and paint all exterior doors and frames.

6. Replace precast fascia panels at the racquet courts building addition

Phase B – Mechanical

1. No work

Phase B – Electrical

1. No work

PHASE C – GYMNASIUM

Phase C – Architectural

1. Gymnasium

a. New wood flooring and base

Phase C – Mechanical

2. No work

Phase C – Electrical

2. No work

PHASE A.A.2 - DESCRIPTION PHASE A.B - DESCRIPTION PHASE A.C - DESCRIPTION PHASE A.D - DESCRIPTION PHASE A.E - DESCRIPTION PHASE B - DESCRIPTION

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REINFORCING STEEL

CONCRETE MASONRY

STRUCTURAL STEEL

SUBMITTALS

GENERAL CONDITIONS

DESIGN CODES (ALL LATEST EDITION U.N.O.)

MATERIAL SPECIFICATIONS

AutoCAD SHX Text THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERING PLANS ARE THE OFFICIAL DOCUMENTS SUBMITTED TO THE APPROVING AUTHORITY FOR THESE PLANS. CONTRACTOR / SUBCONTRACTOR / AND/OR OWNER SHALL CONSULT ENGINEERED PLANS TO VERIFY ANY CONDITIONS OR RESTRICTIONS THAT MAY HAVE BEEN REQUIRED BY THE APPROVING AUTHORITY OR APPROVED BY THE REGISTERED ENGINEER OF RECORD. IF DISCREPANCIES OCCUR, THE ORIGINAL SIGNED, DATED AND SEALED ENGINEERED PLAN SET SHALL OVERRIDE ANY OTHER PLANS. THE DRAWINGS, DETAILS, AND NOTES THAT APPEAR ON THIS SHEET ARE COPYRIGHTED BY MACHADO | PATANO, PLLC, AND CLAIM ALL RIGHTS OF THE COPYRIGHT LAWS.

AutoCAD SHX Text C

AutoCAD SHX Text

COPYRIGHTED MATERIAL

AutoCAD SHX Text PRINTED: 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:41 AM BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge BY: Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge Adam Colledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge LAST SAVED: 4/23/2021 8:40 AM BY: Acolledge 4/23/2021 8:40 AM BY: Acolledge BY: Acolledge Acolledge m:\0110_kafb\0110.20.002_blake gym\03-structural\03-production\03-production drawings\110.20.002_blake gym_structural.dwg

AutoCAD SHX Text

1. MINIMUM COVER (OR CONCRETE PROTECTION) OF ALL CONCRETE REINFORCEMENT MEASURED FROM THE FINISHED MINIMUM COVER (OR CONCRETE PROTECTION) OF ALL CONCRETE REINFORCEMENT MEASURED FROM THE FINISHED CONCRETE FACE TO THE SOIL SHALL BE THREE (3) INCHES FOR FOOTINGS AND GRADE BEAMS (BOTTOM AND SIDE) AND THREE (3) INCHES BOTTOM AND SIDE FOR SLAB ON GRADE. 2. ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE A.C.I. MANUAL OF ALL DETAILING, FABRICATION, AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE A.C.I. MANUAL OF PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, A.C.I. 315. 3. REINFORCING STEEL SHALL BE PLACED IAW CRSI "PLACING REINFORCING BARS", LATEST EDITION. REINFORCING REINFORCING STEEL SHALL BE PLACED IAW CRSI "PLACING REINFORCING BARS", LATEST EDITION. REINFORCING BARS SHALL BE ASTM A615 GRADE 60. 4. DEFORMED WELDED WIRE FABRIC (WWF) SHALL CONFORM WITH A185. DEFORMED WELDED WIRE FABRIC (WWF) SHALL CONFORM WITH A185. 5. THE LAP SPLICE DEVELOPMENT LENGTH OF STEEL REINFORCEMENT SHALL BE ACHIEVED AND MADE TO DEVELOP THE LAP SPLICE DEVELOPMENT LENGTH OF STEEL REINFORCEMENT SHALL BE ACHIEVED AND MADE TO DEVELOP FULL STRENGTH OF THE REINFORCEMENT STEEL. WHERE SPLICES IN REINFORCING ARE NECESSARY, REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS IN INCHES (MINIMUM). ALL BAR SPLICES SHALL BE CLASS "B" TENSION LAP SPLICES, UNLESS NOTED OTHERWISE. SPLICES SHALL CONFORM TO A.C.I. 318, LATEST REVISION. 6. REINFORCEMENT STEEL SHALL BE STORED IN SUCH MANNER TO PREVENT EXPOSURE TO THE ELEMENTS AND REINFORCEMENT STEEL SHALL BE STORED IN SUCH MANNER TO PREVENT EXPOSURE TO THE ELEMENTS AND SHALL BE FREE OF RUST BEFORE PLACEMENT. REINFORCEMENT STEEL SHALL NOT BE WELDED. 7. ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE GROUND USING REBAR CHAIRS OR OTHER ALL FOOTING REINFORCEMENT SHALL BE HELD SECURELY FROM THE GROUND USING REBAR CHAIRS OR OTHER APPROVED METHODS. CONCRETE BLOCK OR BROKEN TILE MAY BE USED. 8. ALL TIE REINFORCEMENT SHALL BE NO. 3 UNLESS NOTED OTHERWISE. ALL TIE REINFORCEMENT SHALL BE NO. 3 UNLESS NOTED OTHERWISE. 9. OUTER BAR OF FOUNDATION REINFORCEMENTS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING THE OUTER BAR OF FOUNDATION REINFORCEMENTS SHALL BE CONTINUOUS AROUND CORNERS OR BY BENDING THE BAR, MINIMUM BAR LAP SHALL BE 25 INCHES. 10. PROVIDE ONE (1) #4 HOOP WITH 8' LAP IN SLAB AROUND ALL FLOOR DRAINS.PROVIDE ONE (1) #4 HOOP WITH 8' LAP IN SLAB AROUND ALL FLOOR DRAINS.

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1. MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530; BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530; BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR MASONRY STRUCTURES. 2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE II, AND HAVE A MINIMUM ULTIMATE ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE II, AND HAVE A MINIMUM ULTIMATE COMPRESSIVE PRISM STRENGTH (F'm) OF 1,900 PSI FOR THE MASONRY ASSEMBLAGE. 3. ALL MORTAR SHALL BY TYPE S CONFORMING TO ASTM C270 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH ALL MORTAR SHALL BY TYPE S CONFORMING TO ASTM C270 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. 4. CMU WALLS SHALL BE GROUTED IN 4'-0" LIFTS, MAXIMUM. CMU WALLS SHALL BE GROUTED IN 4'-0" LIFTS, MAXIMUM. 5. ALL CMU BOND BEAMS, LINTELS, AND CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLID WITH ALL CMU BOND BEAMS, LINTELS, AND CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE GROUT (UNLESS NOTED OTHERWISE). 6. VERTICAL CELLS TO BE FILLED SHALL HAVE A VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR VERTICAL CELLS TO BE FILLED SHALL HAVE A VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR UNOBSTRUCTED CONTINUOUS VERTICAL CELL NOT LESS THAN 2" X 3" IN PLAN DIMENSIONS. 7. A CONTINUOUS BOND BEAM WITH (2) #5 BARS SHALL BE PROVIDED NEAR THE TOP AND BOTTOM OF ALL CMU A CONTINUOUS BOND BEAM WITH (2) #5 BARS SHALL BE PROVIDED NEAR THE TOP AND BOTTOM OF ALL CMU WALLS AND AT INTERVALS OF 4'-0" VERTICALLY, UNLESS NOTED OTHERWISE IN PLANS. ALL BOND BEAMS SHALL BE REINFORCED WITH (2) #5 BARS UNLESS NOTED OTHERWISE IN PLANS. 8. FOUNDATION DOWELS SHALL EXTEND INTO FOUNDATION CONCRETE. SPLICES LENGTHS FOR WALL REINFORCEMENT FOUNDATION DOWELS SHALL EXTEND INTO FOUNDATION CONCRETE. SPLICES LENGTHS FOR WALL REINFORCEMENT SHALL BE DEVELOPED A MINIMUM OF 48". BEND DIAMETER FOR REINFORCING BARS SHALL BE A MINIMUM OF 6 x BAR DIA. WITH A MINIMUM EXTENSION OF 7.5", AND HOOK EXTENSIONS SHALL BE A MINIMUM OF 13 x BAR DIA. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL WALL REINFORCEMENT. 9. HORIZONTAL REINFORCING SHALL BE KNOCKOUT BOND BEAMS WITH (2) #5 CONTINUOUS UNLESS NOTED HORIZONTAL REINFORCING SHALL BE KNOCKOUT BOND BEAMS WITH (2) #5 CONTINUOUS UNLESS NOTED OTHERWISE. CORNER BARS SHALL BE INSTALLED IN BOND BEAMS. 10. CORNER BARS SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT, WITH A MINIMUM LEG LENGTH OF CORNER BARS SHALL BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT, WITH A MINIMUM LEG LENGTH OF 2'-0" OR 48" x BAR DIA., WHICHEVER IS GREATER. 11. NORMAL VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF THE FOUNDATION TO NORMAL VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUSLY FROM THE TOP OF THE FOUNDATION TO EMBED AT LEAST 6" INTO THE TOP OF WALL BOND BEAM, THE VERTICAL SLOTS IN KNOCKOUT BOND BEAMS SHALL BE AT LEAST 3" INTO THE HEIGHT OF AN 8" HIGH BLOCK UNIT. AN ADDITIONAL #4 HOOKED DOWEL SHALL BE INSTALLED IN THE TOP OF ALL MASONRY WALLS AT EACH VERTICAL WALL CELL CONTAINING VERTICAL REINFORCING. DOWELS SHALL PROJECT 24" INTO THE WALL AND HOOK 6" INTO THE WALL TOP BOND BEAM. 12. AN ADDITIONAL VERTICAL BAR, SAME SIZE AND LENGTH AS THE NORMAL VERTICAL REINFORCING BAR SHALL BE AN ADDITIONAL VERTICAL BAR, SAME SIZE AND LENGTH AS THE NORMAL VERTICAL REINFORCING BAR SHALL BE PLACED: a. AS SHOWN ON DRAWINGS. AS SHOWN ON DRAWINGS. b. AT A CORNER INTERSECTION OF TWO WALLS. AT A CORNER INTERSECTION OF TWO WALLS. c. AT "T" INTERSECTIONS OF TWO WALLS. AT "T" INTERSECTIONS OF TWO WALLS. d. AT EACH SIDE ON CONTROL JOINTS. AT EACH SIDE ON CONTROL JOINTS. e. AT END OF DISCONTINUOUS WALLS AND AT OPENINGS. AT END OF DISCONTINUOUS WALLS AND AT OPENINGS. 13. CORNER BLOCKS SHALL BE INTERWOVEN BETWEEN TWO WALLS. CORNER BLOCKS SHALL BE INTERWOVEN BETWEEN TWO WALLS. 14. NON-LOAD BEARING WALLS: NON-LOAD BEARING WALLS: a. PROVIDE CONTINUOUS BOND BEAMS WITH (2) #5 BARS NEAR THE TOP AND BOTTOM OF CMU WALLS PROVIDE CONTINUOUS BOND BEAMS WITH (2) #5 BARS NEAR THE TOP AND BOTTOM OF CMU WALLS AND AT INTERVALS OF 4'-0" VERTICALLY, UNLESS NOTED OTHERWISE IN PLANS. 16. EVERY PIER OR WALL SECTION WITH A WIDTH OF 3'-0" OR LESS SHALL HAVE HORIZONTAL SHEAR STEEL IN THE EVERY PIER OR WALL SECTION WITH A WIDTH OF 3'-0" OR LESS SHALL HAVE HORIZONTAL SHEAR STEEL IN THE FORM OF TIES. 17. ALL BOLTS, ANCHORS, REINFORCEMENT AND EMBEDDED ITEMS SHALL BE GROUTED IN PLACE. ALL BOLTS, ANCHORS, REINFORCEMENT AND EMBEDDED ITEMS SHALL BE GROUTED IN PLACE. 18. CONTINUE REINFORCEMENT THROUGH MASONRY CONTROL JOINTS FOR BOND BEAMS AT FLOOR AND TOP OF WALL.CONTINUE REINFORCEMENT THROUGH MASONRY CONTROL JOINTS FOR BOND BEAMS AT FLOOR AND TOP OF WALL.

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1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC360 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC360 "SPECIFICATION FOR STRUCTURAL STEEL". SEISMIC DESIGN OF STRUCTURAL STEEL STRUCTURES SHALL CONFORM TO AISC 341. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: (SEE MATERIAL SPECIFICATIONS STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: (SEE MATERIAL SPECIFICATIONS THIS SHEET) 3. ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY. WELDING ALL WELDING SHALL CONFORM TO THE SPECIFICATIONS OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL BE E-70 SERIES. WELDING SHALL BE DONE BY A CERTIFIED WELDER. 4. WELDS NOT SPECIFIED ON PLANS SHALL BE OF SIZE AND TYPE BASED ON AISC AND AWS STANDARDS FOR WELDS NOT SPECIFIED ON PLANS SHALL BE OF SIZE AND TYPE BASED ON AISC AND AWS STANDARDS FOR THICKER PART JOINED. 5. WELDING ELECTRODES SHALL BE E6022 WHEN METAL DECK IS WELDED. WELDING ELECTRODES SHALL BE E6022 WHEN METAL DECK IS WELDED. 6. HIGH STRENGTH BOLTS SHALL BE 3/4" DIAMETER (U.N.O.) CONFORMING TO ASTM A-325. CONNECTIONS SHALL HIGH STRENGTH BOLTS SHALL BE 3/4" DIAMETER (U.N.O.) CONFORMING TO ASTM A-325. CONNECTIONS SHALL BE DESIGNED AS BEARING TYPE WITH THREADS IN SHEAR PLANE. HOLES SHALL BE 1/16" LARGER THAN BOLT SIZE (U.N.O.) 7.