1- 118th Construct NCC B818_Drawings_B3.pdf

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12 APRIL 2024

118th WING

PROJECT REVIEW

OTTO.TRAVIS.EARL. Digitally signed by

GROUND SAFETY 1151174813

OTTO.TRAVIS.EARL.1151174813

Date: 2025.04.04 06:50:28 -05'00' DATE 04-Apr-2025

SMITH.NATHANIAL.A Digitally signed by

FIRE DEPARTMENT NDREW.1106106424

SMITH.NATHANIAL.ANDREW.1106106424

Date: 2025.04.04 07:58:06 -05'00' DATE 04-Apr-2025

CLAIBORNE.GREGOR Digitally signed by

CLAIBORNE.GREGORY.ALLEN.1240895982

COMMUNICATIONS Y.ALLEN.1240895982 Date: 2025.04.03 13:49:06 -05'00' DATE 03-Apr-2025 HOEHN.BRETT. Digitally signed by

ENVIRONMENTAL MANAGEMENT R.1294978255

HOEHN.BRETT.R.12949

78255 DATE 03-Apr-2025

USING ORGANIZATION

Y.ALLEN.1240895982

Digitally signed by

CLAIBORNE.GREGORY.ALLEN.12408

95982 Date: 2025.04.03 13:49:31 -05'00' DATE 03-Apr-2025

SMITH.NATHANIAL.ANDR Digitally signed by SMITH.NATHANIAL.ANDREW.1106106424 DATE 04-Apr-2025

PROJECT MANAGER EW.1106106424 Date: 2025.04.04 08:01:14 -05'00'

ANDREA.VICTOR.LAWRENCE. Digitally signed by

SECURITY JR.1249438150

ANDREA.VICTOR.LAWRENCE.JR.1249438150

Date: 2025.04.03 14:27:10 -05'00' DATE 03-Apr-2005

ANDREA.VICTOR.LAWRENCE.JR. Digitally signed by

ATO 1249438150 ANDREA.VICTOR.LAWRENCE.JR.1249438150

Date: 2025.04.03 14:26:48 -05'00' DATE 03-Apr-2005

KING.GLENN.ALLYN.101472 Digitally signed by

WING / CC 3290 KING.GLENN.ALLYN.1014723290

Date: 2025.04.08 07:08:04 -05'00' DATE 08-Apr-2025

CONTRACTING OFFICER

ALLEN.GREGORY.

MARK.1108277048

Digitally signed by

ALLEN.GREGORY.MARK.1108277048

Date: 2025.04.04 09:04:16 -05'00' DATE 04-Apr-2025

BELL.JAMES.MARK.11491 Digitally signed by

CIVIL ARCHITECTURAL ELECTRICAL MECHANICAL STRUCTURAL

CIVIL ENGINEER 08064

BELL.JAMES.MARK.1149108064

Date: 2025.04.04 08:31:31 -05'00' DATE 04-Apr-2025

CLAIBORNE.GREGOR

100% FINAL DESIGN, B-3 SUBMITTAL

LEGEND

GENERAL NOTES

LOCATION MAP

NOT TO SCALE

DRAWING LIST

PROJECT CONTACTS

CONSTRUCTION ACCESS ROUTE

BKTZ222001

04.12.24

LEN

CJS

INDEX

H

U

S

PF

O

-M A

IN

T A

IN

B

A S

E S

ID

E

W A

L K

S D

R A

W

IN

G S

/D W

G /S

H E

E T S

C on st ru ct N

C C

B u ild in g

8t h W

IN

G

In de x

NOTES:

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON SURVEY

PERFORMED BY C2RL, INC. FEBRUARY 23, 2023. LOCATION OF THE

EXISTING ABOVE GROUND AND UNDERGROUND

2. UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY,

AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY

EXIST ON THE PROJECT SITE. CONTRACTOR SHALL DETERMINE

ACTUAL LOCATION OF ALL UTILITIES AND STRUCTURES ON THE

PROJECT SITE WHETHER THEY ARE INDICATED OR NOT.

CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DAMAGE

TO THE UTILITY LINES, WHETHER SHOWN ON THE CONSTRUCTION

PLANS OR NOT. CONTRACTOR SHALL REQUEST A DIG PERMIT

FROM WORK CONTROL 615-660-8716 . PRIOR TO ENGAGING IN ANY

EXCAVATION OR PENETRATING THE GROUND IN ANY WAY.

CONTRACTOR SHALL ALSO CONTACT TENNESSEE ONE CALL

CENTER 811 FOR LOCATION OF ANY/ALL ELECTRICAL FACILITIES.

UTILITY-LIGHT POLE

LIGHT POLE

LANDSCAPE LIGHT

ELECTRIC METER

ELECTRIC PULL BOX

ELECTRIC TRANSFORMER

GAS METER

VALVE

FIRE HYDRANT

N:648583.50 E:1769127.10 Z:569.91

N:648618.80 E:1769227.95 Z:569.95

MANHOLE

CLEANOUT

DOWNSPOUT

CATCH BASINS

CURB INLET

ROUND AREA DRAIN

HVAC UNIT

SIGN

BOLLARD

TREE

INDEX CONTOUR

INTERMEDIATE CONTOUR

CHAIN LINK FENCE

METAL PANEL FENCE

WATER LINE

SANITARY SEWER LINE

STORMWATER LINE

GAS LINE

REINFORCED CONCRETE PIPE

CORRUGATED METAL PIPE

HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

ELECTRIC LINE

TELEPHONE LINE

CONTROL POINT

SPOT ELEVATION

N:648553.34 E:1769176.98 Z:570.34

N:648490.87 E:1769186.14 Z:570.02

04.12.24

RRW

CJS

0 30 60 90

SCALE: 1" = 30' C1.0

on st ru ct N

C C

B u ild in g

8t h W

E xi st in g C on di ti s

REMOVE EXISTING TREE AND

STUMP INCLUDING ROOTS

DEMO EXISTING CURB AS NECESSARY

SEE ELECTRICAL DEMOLITION

AND NEW ELECTRICAL WORK

REMOVE EXISTING WHEELSTOP

(TYP. OF 14)

EXISTING

UTILITY POLE

ELECTRIC TRANSFORMER

GAS METER

VALVE

WATER METER

FIRE HYDRANT

MANHOLE

CLEANOUT

DOWNSPOUT

CATCH BASINS

CURB INLET

AIR CONDITIONER UNIT

HANDICAP PARKING

SIGN

BOLLARD

SHRUB

TREE

INDEX CONTOUR

INTERMEDIATE CONTOUR

WATER LINE

SANITARY SEWER LINE

GAS LINE

STORM SEWER LINE

REINFORCED CONCRETE PIPE

HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

OVERHEAD POWER LINE

ELECTRIC LINE

TELEPHONE LINE

METAL FENCE

LIMITS OF DEMOLITION

Z:569.91

Z:570.34

N:648618.80 E:1769227.95 Z:569.95

REMOVE EXISTING BOLLARDS

1. ALL COORDINATES AND EXISTING CONDITIONS BASED ON SURVEY

PERFORMED BY C2RL, INC. ON FEBRUARY 23, 2023 AND BASE MAPPING

INFORMATION PROVIDED BY THE 118TH DATED MARCH 2022.

2. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE

PROJECT SITE. CONTRACTOR SHALL REQUEST LOCATION OF ALL

EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL

ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,

WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.

3. CONTRACTOR SHALL REPAIR ALL DAMAGE TO FEATURES WHICH ARE TO

REMAIN AND ALL DEMOLITION PERFORMED IN EXCESS OF THAT

REQUIRED, AT NO COST TO THE GOVERNMENT.

4. ALL DEMOLITION SHALL BE COMPLETED IN NEAT AND WORKMAN-LIKE

MANNER. SITE SHALL BE LEFT IN A SAFE AND ORDERLY FASHION UPON

COMPLETION OF DEMOLITION.

5. ALL DEMOLITION DEBRIS SHALL BE DISPOSED OF OFF BASE IN

ACCORDANCE WITH ALL LOCAL, REGIONAL, AND NATIONAL REGULATIONS.

6. SOME ITEMS FOR DEMOLITION MAY NOT BE ILLUSTRATED BUT REQUIRED

TO ACCOMPLISH CONSTRUCTION. CONTRACTOR SHALL ACCOMPLISH

THAT DEMOLITION AT NO ADDITIONAL COST TO THE GOVERNMENT.

7. ALL LOCATIONS FOR LIMITS FOR CONCRETE, ASPHALT, AND CURB

REMOVAL SHALL BE NEATLY CUT BEFORE REMOVAL.

8. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMOLITION ITEMS.

0 20 40 60

SCALE: 1" = 20'

04.12.24

LEN

CJS

C1.1

C on st ru ct N

C C

B u ild in g

8t h W it e D em ol it io n P la n

NEW ELECTRICAL SERVICE

REFER TO SHEET E1.1

FOR COORDINATION

FLOW HYDRANT #20

EXISTING

UTILITY POLE

ELECTRIC TRANSFORMER

GAS METER

VALVE

WATER METER

FIRE HYDRANT

MANHOLE

CLEANOUT

DOWNSPOUT

CATCH BASINS

CURB INLET

AIR CONDITIONER UNIT

HANDICAP PARKING

SIGN

K1

C2.1

MOW STRIP

SEE DETAIL

CONCRETE EQUIPMENT PAD #2

26'X7'

A1

C2.3

BOLLARD

SHRUB

TREE

EXISTING LIGHTPOLE

REFER TO SHEET E1.1 FOR

COORDINATION

NEW 12" VERTICAL CURB

C2.1

INDEX CONTOUR

INTERMEDIATE CONTOUR

WATER LINE

C2.3 CONCRETE PAD #1

1.5'X3.5' SANITARY SEWER LINE

GAS LINE

IP STORM SEWER LINE

TAP EXISTING 6" WATER LINE

FOR NEW 1" SERVICE

569.2

A10

CONCRETE PAD #3 FOR NEW GENSET

22'X10'

REINFORCED CONCRETE PIPE

HIGH DENSITY POLYETHYLENE

POLYVINYL CHLORIDE

1" VALVE & BOX

BACKFLOW PREVENTER

IP

INV. ELEV.

565.6

570.6

571.5

570.7

571.4 570.8

571.5

570.0

NEW RAMP H10

NEW

OVERHEAD POWER LINE

ELECTRIC LINE

TELEPHONE LINE

NEW GAS LINE

AND ENCLOSURE

15'R

NCC BUILDING 818

LIVE FLOOR FFE 571.6 NEW 4" SDR 26 PVC SANITARY SEWER

IP 570.2

TOP OF SLAB EL 570.0 NEW SANITARY CLEANOUT A6

C2.2

NEW 4" BUILDING SANITARY

571.5

571.5 570.2

EXISTING ELECTRICAL.

REFER TO SHEET E1.1

CURB WIPEDOWN L12

C2.2

TO TIE INTO NEW 4" SANITARY

570.1

570.2

570.7 570.8

FOR COORDINATION.

NEW 1" PEX WATER LINE

NEW BACKFLOW PREVENTER D9

CW

569.9

569.9

570.1 CW

570.4 570.6

570.6

AND ENCLOSURE C1 C2.3

PROJECT

CW570.5 N:648618.80

CEW:1769227.95 H1 SEE ENLARGED PLAN

NEW 6" & 8" HDPE STORM

Z:569.91

LAYDOWN

AREA

5'ZR:569.95 570.0

570.1

NEATLY SAW CUT

EXISTING ASPHALT AND

REMOVE AND REPLACE

DOWNSPOUT

NEW HANDRAIL

A12 C2.2

H10

6" CURB

C2.1

AS NECESSARY SO THAT

ADJOINING SURFACE

SLOPE IS 1:20 MAX.

NEW BOLLARD H6

NEW BOLLARD D10

Z:570.34

NEATLY SAW CUT EXIST. ASPHALT

AND REMOVE AS NECESSARY TO

ALLOW FOR CONSTRUCTION OF

BOLLARD. PATCH WITH 6" CONCRETE

FLUSH WITH ADJOINING SURFACES

1. TOPOGRAPHIC INFORMATION TAKEN FROM SURVEY PERFORMED BY

C2RL ON FEB. 23, 2023 AND BASE MAPPING INFORMATION PROVIDED BY

THE 118TH DATED MARCH 2022.

FULL DEPTH ASPHALT REPAIR H7

NEATLY SAW CUT EXISTING ASPHALT

AND REMOVE AS NECESSARY

TAP EXISTING SANITARY SEWER

NEATLY SAW CUT EXISTING ASPHALT

AND REMOVE AND REPLACE AS

NECESSARY SO THAT ADJOINING

SURFACE SLOPE IS 1:20 MAX.

2. FLOW TEST WAS CONDUCTED BY C2RL ENGINEERS INC. ON 12 OCTOBER

2022 AT FIRE HYDRANT #20. RESULTS ARE NOMINAL ONLY AND ARE AS

FOLLOWS:

FIRE HYDRANT #20:

- STATIC PRESSURE: 80 psig

- RESIDUAL PRESSURE: 80 psig AT 1,060 GPM

NEW EQUIPMENT CONCRETE PAD

NEW SIDEWALK CONCRETE A6

F1

3. LOCATION OF THE EXISTING ABOVE GROUND AND UNDERGROUND

UTILITIES AND STRUCTURES INDICATED ARE APPROXIMATE ONLY, AND

THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE

PROJECT SITE. CONTRACTOR SHALL REQUEST LOCATION OF ALL

WASHED RIVER ROCK

NEW SOD

ASSUME RESPONSIBILITY FOR ANY DAMAGE TO THE UTILITY LINES,

TRAFFIC CONTROL NOTES

1. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION

OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

2. CONTRACTOR TO DEVELOP TRAFFIC CONTROL PLAN AND COORDINATE

CLOSING OF DRIVEWAYS WITH C.O.R.

3. WARNING LIGHTS FOR BARRICADES, ONLY REQUIRED IF ITEMS ARE TO

REMAIN OVERNIGHT.

4. CONTRACTOR SHALL COMPLY WITH ALL OSHA STANDARDS REGARDING

EXCAVATION AND FALL PROTECTION.

5. CONTRACTOR SHALL PROTECT PUBLIC FROM OPEN EXCAVATIONS AT ALL

TIMES WHILE WORK IS ONGOING.

6. TRAFFIC CONTROL SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS

COMPLETE

BUILDING 801

HEADQUARTERS

TYPE III BARRICADE

R11-2-48HA

10. GRADING MUST ALLOW FOR ALL FINISHED SURFACES INCLUDING, BUT

NOT LIMITED TO, SIDEWALKS, RIVERROCK, SLABS ETC.

SCALE: 1" = 20'

LEN

CJS

C1.2

C on st ru ct N

C C

B u ild in g

8t h W it e La yo u t an d G ra di n g

Pl an

EXISTING UTILITIES FROM CONTRACTING OFFICER'S REPRESENTATIVE

(COR) PRIOR TO BEGINNING CONSTRUCTION. CONTRACTOR SHALL IP WHETHER SHOWN ON CONSTRUCTION PLANS OR NOT.

INLET PROTECTION H1

C2.2

4. CONTRACTOR SHALL CAREFULLY EXCAVATE TRENCHES WHERE NEW PAINTED

UTILITIES INTERSECT EXISTING UTILITIES. DEPTHS OF EXISTING UTILITIES

ARE UNKNOWN. ANY INTERFERENCES SHALL BE REPORTED TO THE

CONTRACTING OFFICER. CONSTRUCTION MUST START AT THE LOWEST

POINT OF CONNECTION AND WORK BACK TOWARD THE BUILDING.

5. NOTE UTILITY EXCAVATIONS SHALL NOT BE CLOSER THAN 18" TO

OUTSIDE FACE OF BUILDING FOOTINGS, OR AT AN OFFSET DETERMINED

BY A 2:1 SLOPE FROM THE EDGE OF FOOTING, WHICHEVER IS GREATER.

6. ALL STRIPING SHALL BE IN ACCORDANCE WITH MUTCD LATEST VERSION.

7. THE BASIS OF DESIGN FOR THE BACKFLOW PREVENTER/RPZ WITH A

STRAINER IS ZURN WILKINS MODEL NO. 975XL2. THE BASIS OF DESIGN

FOR THE HOT BOX FLIP TOP FIBERGLASS HEATED ENCLOSURE IS

HUBBELL HB013027035.

8. CONTRACTOR SHALL GRADE SUBBGRADE TO ACCOUNT FOR ALL FINISH

MATERIALS. GRADING REPRESENTS FINISH GRADES UPON COMPLETION

OF ALL FINISH SURFACES.

9. CONTRACTOR SHALL NEATLY SAWCUT PAVEMENT AND PATCH AS

NEEDED TO MATCH EXISTING ADJACENT TO CURB LINE SEE A1/C2.1.

4" CONCRETE

12"

2'

1.5% TO 5% MAX.

ICF SEE ARCHITECT &

STRUCTURAL

NEW BUILDING

1/2" EXPANSION JOINT

INSTALL BOLLARD COVER

OVER STEEL BOLLARD

SEE NOTE 1

6"Ø PIPE BOLLARD

FILLED WITH CONCRETE

HANDRAIL NOTES

1. RAILS AND POSTS SHALL BE 11

2" SCHEDULE 40 ALUMINUM PIPE ALLOY

6061-T6 MEETING ASTM B221 WITH POWDER COAT FINISH. COLOR

SELECTED BY COR..

2. FITTINGS SHALL BE CAST OR WROUGHT ALUMINUM WITH THE SAME

POWDER COAT FINISH AS POST AND RAILS.

3. ALL MECHANICAL FASTENERS SHALL BE STAINLESS STEEL.

4. ANCHOR AND ASSEMBLE HANDRAIL ACCORDING TO MANUFACTURER'S

RECOMMENDATIONS.

5. POSTS SHALL NOT INTERRUPT THE CONTINUATION OF THE TOP RAIL AT

ANY POINT ALONG THE RAILING, INCLUDING CORNERS AND END

TERMINATIONS. THE TOP SURFACE OF THE RAILING SHALL BE SMOOTH

AND SHALL NOT BE INTERRUPTED BY PROJECTED FITTINGS.

12" CHAMFER

TOP OF CURB

12" EXPANSION JOINT

(TYP. BOTH SIDES)

2"

6" 5'-0" 6"

SECTION B

CAST ALUMINUM BASE FLANGE

WITH TWO 5 8"Ø STAINLESS STEEL

ANCHORS. CONTRACTOR SHALL

PROVIDE DISSIMILAR METAL

SEPARATION

ANCHOR HANDRAILS IN

SIDEWALK USING

NON-SHRINK GROUT.

CURB TO FOLLOW

RAMP GRADIENT

4" MINERAL

AGGREGATE BASE

6"x6" W2.9 x W2.9 WWF

SEE ARCHITECTURAL PLANS 7' LONG (TYPICAL) 6. ALUMINUM SURFACES IN CONTACT WITH CONCRETE, GROUT OR

DISSIMILAR METALS SHALL BE PROTECTED WITH A COAT OF BITUMINOUS

PAINT, MYLAR ISOLATORS OR OTHER APPROVED MATERIAL.

1" CROWN

FINISHED GRADE

2"Ø SCHED 40

ALUMINUM PIPE

HANDRAIL

1'-6"

K1 MOW STRIP

WASHED RIVER

ROCKS HARDSCAPE

NOTE:

6"

18"

LANDING

2% MAX ALL DIRECTIONS

LANDING

2% MAX ALL DIRECTIONS

12" SLOPE FROM FACE OF BLDG

PROPEX GEOTEX 601

NON-WOVEN FABRIC

1. ALL EXTERIOR BOLLARDS SHALL HAVE BOLLARDGARD 52", YELLOW PLASTIC

BOLLARD COVER WITH TWO RED REFLECTIVE STRIPES, BASIS OF DESIGN,

INNOPLAST.

H6 BOLLARD

1. POSTS SHALL BE 6061-T6 ALUMINUM PIPE AND RAILS

SHALL BE 6063-T6 ALUMINUM PIPE WITH POWDER

COAT FINISH. COLOR SELECTED BY COR.

H10 RAMP HANDRAILS

SECTION A

12" EXP. JOINT

TOP & BOTTOM

OF RAMP

NOTES:

OR EQUIVALENT

PRECAST CONCRETE BOLLARD, BASIS OF

DESIGN PETERSEN MANUFACTURING CO. INC.

1. ALL HARDSCAPE SHALL BE D50 12" WASHED RIVER ROCK

OVER FABRIC VEGETATIVE BARRIER. NO STONES SMALLER

THAN 4" IN SMALLEST DIMENSION.

2. HARDSCAPE SHALL BE FLUSH WITH SIDEWALK/CURB

ELEVATION.

B-7 BOLLARD - FINISH/COLOR SELECTED BY

CONTRACTING OFFICER BASIS OF DESIGN.

CONTRACTORS MAY USE BOLLARD OF SIMILAR

FORM SHAPE AND WEIGHT. BASIS SHALL NOT

LIMIT COMPETITION

F1 WASHED RIVER ROCK

NOTES

1. CONTRACTOR SHALL KEEP VERTICAL CURBS MOIST DURING CURING.

AS SHOWN ON PLANS

1.5% MAX.

EMBED NEW BOLLARD

IN CONCRETE

2. THE FRONT FACE OF THE CONCRETE CURBS FOR ALL DEGREES OF CURVATURE SHALL

CONFORM TO THE CONTOUR OF THE CURVE AND NO CHORD SECTIONS WILL BE PERMITTED.

3. CONCRETE EXPANSION JOINT MATERIAL IS TO BE 3 4" PREMOLDED FIBER IN ACCORDANCE WITH

TDOT SPECIFICATION SECTION 905.

4. EXPANSION JOINTS ARE TO BE PLACED AS FOLLOWS:

a. AT TANGENT POINTS OF CIRCULAR CURBS

b. BETWEEN CURBS AND ABUTTING RIGID OBJECTS

c. AT OTHER PLACES WHERE STRESSES MAY DEVELOP

d. SO AS TO LINE UP WITH PAVEMENT JOINTS WHERE ADJACENT PAVEMENT IS CONCRETE

e. MAXIMUM SPACING IS TO BE 100 FEET

5. CONTRACTION JOINTS ARE TO BE SPACED AT 10 FEET. THE SPACING MAY BE REDUCED FOR

CLOSURES BUT NOT LESS THAN 6 FEET.

6. EDGES OF JOINTS SHALL BE FINISHED ON 14" RADII.

12" MIN.

COMPACTED

SUBGRADE

TYPICAL SECTION IN GRASS

25'-0" (MAX.) EXPANSION JTS.

SIDEWALK

D10

NEW SIDEWALK

SEE DETAIL A6

NEW BOLLARD

1/2" EXPANSION JOINT

(ALL SIDES)

24"

BACKFILL TO

TOP OF CURB

14"R

6" 1

14"

12"R 4"

5'-0"

(TYP.)

2'-0"

NEW PAVEMENT

SEE DETAIL H7

NEATLY SAW CUT EXIST. ASPHALT

12"R ASPHALT

(SEE DETAIL A1)

#4 BAR

FINISHED

GRADE

4"R

ASPHALT

SURFACE

(SEE PAVING

SECTION)

12" EXP. JT.

PLAN

BROOM FINISH CENTER

CONTRACTION JOINT

EXISTING ASPHALT PAVEMENT

6 12"

BASE STONE

CONCRETE CURB

1'-6" MAX.

LEN

12" VERTICAL CURB

A1 CONCRETE CURB

6" CURB

A6 CONCRETE SIDEWALK

A10 ASPHALT REPAIR PATCH

C2.1

3" M

IN

3" M

IN

3" M

IN

VA

R

IE

4" 3'

-0

4' -0

6' -0

(T

YP

C on st ru ct N

C C

B u ild in g

8t h W

D et ai ls

1" REBAR FOR

BAG REMOVAL

FROM INLET

6" CURB

HEIGHT

6'

FLUSH AT

INTERFACE

OVERFLOW

SILTSACK

DUMP LOOPS

FOAM

EXPANSION

RESTRAINT

6'

12" CURB

HEIGHT

L12 CURB WIPEDOWN

FLUSH AT

INTERFACE

INSTALLATION DETAIL

3 1 12" WEARING SURFACE

2 2" BINDER MATERIAL

1 6" MINERAL AGGREGATE BASE

1. THESE SPECIFICATIONS APPLY TO CONCRETE APPEARING ON THE CIVIL DRAWINGS. ALL OTHER CONCRETE

SHALL CONFORM TO THE SPECIFICATIONS ON THE STRUCTURAL DRAWINGS.

2. ALL SITE CONCRETE SHALL BE 4,000 PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH MAXIMUM SLUMP OF 3

INCHES AND 6% (+/- 1%) AIR ENTRAINMENT; ASTM C94.

3. USE ACCELERATING ADMIXTURES IN COLD WEATHER ONLY WHEN ACCEPTABLE TO THE COR. USE OF ADMIXTURES SHALL NOT RELAX COLD WEATHER PLACEMENT REQUIREMENTS. DO NOT USE CALCIUM

CHLORIDE.

H1 INLET PROTECTION (TEMPORARY)

NOTE

BASE IS OF DESIGN SILTSACK ACF ENVIRONMENTAL.

TYPE A FOR AREA DRAINS, TYPE B FOR CURB INLETS.

SHALL BE SUPPLIED WITH OPTIONAL OVERFLOW.

24" MIN. SUBGRADE

COMPACTED TO 98%

STANDARD PROCTOR

H7 ASPHALT PAVEMENT

ASPHALT SURFACE

4. USE SET-RETARDING ADMIXTURES DURING HOT WEATHER ONLY WHEN ACCEPTABLE TO THE COR.

5. DO NOT PLACE CONCRETE WHEN BASE SURFACE TEMPERATURE IS LESS THAN 40 DEGREES F OR SURFACE

IS WET OR FROZEN.

6. PORTLAND CEMENT: ASTM C150; NORMAL - TYPE I.

7. MINERAL AGGREGATE BASE: ASTM C33.

8. WATER: CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OIL, ALKALI, ORGANIC MATTER, OR OTHER

DELETERIOUS MATERIAL.

9. AIR ENTRAINMENT: ASTM C260 OR AASHTO M-154. AIR ENTRAINING ADMIXTURES SHALL BE ADDED TO THE

MIXER IN THE AMOUNT NECESSARY TO PRODUCE THE SPECIFIED AIR CONTENT.

10. CONCRETE SIDEWALK SHALL HAVE TNEMEC 668 DECK A PELL 40 SEALER APPLIED AS A FLOOD COAT AT 150 SQUARE FEET PER GALLON. SEALER SHALL BE APPLIED PER MANUFACTURER'S RECOMMENDATIONS.

PAVEMENT SURFACE

PAVEMENT SECTION

SAWCUT (TYP.)

EXISTING PAVEMENT

TYP.

ASPHALT

BINDER

H7

11. ANY CONCRETE DAMAGED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE REPLACED AT NO

EXPENSE TO THE GOVERNMENT.

G12 CONCRETE SPECIFICATIONS

1 12" ASPHALT SURFACE COURSE

HDPE PIPE

UNDISTURBED

EARTH

FOUNDATION

MIN. TRENCH WIDTH

SEE TABLE B

SEE NOTE 4

INITIAL BACKFILL

BACKFILL WITH

DENSE GRADED AGGREGATE.

TDOT SPEC. SECTION 303.

+/- PIPE O.D. + 12"

PIPE, SIZE

AS INDICATED

FLOW FROM

ROOF LEADER

NYLOPLAST CLEAN OUT END CAP

(OR PVC EQUIVALENT)

IN GRASS OR LANDSCAPING.

FOR CLEANOUTS IN CONCRETE

SIDEWALKS OR PAVEMENT,

PROVIDE JOSAM 58680

HEAVY DUTY CLEANOUT HOUSING

W/ INTEGRAL ANCHOR FLANGE.

45° WYE OR

REDUCING WYE

WHERE NECESSARY

18" SQUARE

4" THICK

CONC. PAD

45° BEND

ASPHALT

REPAIR

PIPE UNDER PAVEMENT

FLOW

FLOW

UNDISTURBED

GROUND SURFACE

EARTH BACKFILL

NOTES

1. FOUNDATION: WHERE THE TRENCH BOTTOM IS

UNSTABLE, THE CONTRACTOR SHALL EXCAVATE

TO A DEPTH REQUIRED BY THE CONTRACTING

OFFICER AND REPLACE WITH A FOUNDATION OF

TDOT CLASS A, GRADING D MATERIAL; AS AN

D6 UTILITY TRENCH - PAVEMENT REPAIR

NOT TO SCALE

PVC CLEAN OUT END CAP

IN GRASS OR LANDSCAPING.

FOR CLEANOUTS IN CONCRETE OR

PAVEMENT, PROVIDE JOSAM 58680

PLAN - LATERAL CONNECTION ELEVATION - CLEANOUT

DOWNSPOUT

EARTH ALTERNATIVE AND AT THE DISCRETION OF THE CONTRACTING OFFICER, THE TRENCH BOTTOM HEAVY DUTY CLEANOUT HOUSING 12" SQ. BUILDING FACE

HDPE PIPE

6", SEE NOTE 4.

INITIAL BACKFILL

MAY BE STABILIZED USING A WOVEN GEOTEXTILE

FABRIC.

2. BEDDING: MATERIAL USED SHALL BE CRUSHED

STONE MEETING THE REQUIREMENTS OF TDOTSS,

LATEST EDITION, GRADING SIZE #57 OR #67.

3. INITIAL BACKFILL: MATERIAL USED SHALL BE

CRUSHED STONE MEETING THE REQUIREMENTS

OF TDOTSS, LATEST EDITION, GRADING SIZE #57

W/ INTEGRAL ANCHOR FLANGE. FINISH GRADE

OR PAVING

6" CONC. PAD

EXTENSION SAME SIZE

VARIES

DOWNSPOUT ADAPTER

ROOF DRAIN LATERAL

45° BEND

MIN. TRENCH WIDTH

SEE TABLE B

OR #67.

4. BACKFILL: MATERIAL USED SHALL BE CRUSHED

STONE MEETING THE REQUIREMENTS OF TDOTSS,

LATEST EDITION, GRADING SIZE #57 OR #67.

AS SEWER UP TO 4"Ø

LONG SWEEP 1

4 BEND

45°

VARIES

ROOF DRAIN

LATERAL

5' (TYP.)

PIPE UNDER SOIL OR COMB. "Y" & 1

8 BEND

(USE REDUCING TYPE

WHERE NECESSARY

45°

SECTION

LEN

A1 PIPE BEDDING (HDPE)

A6 SANITARY CLEANOUT

ALL ROOF LEADER CONNECTION PIPING SHALL BE HDPE OR PVC.

A12 ROOF LEADER CONNECTIONS

VA

R

IE

S

C on st ru ct N

C C

B u ild in g

8t h W

PAVEMENT SCHEDULE

1 MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303

MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

2 BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"

ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)

WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 411

3 ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "D"

ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)

3" M

IN

46"

P1 PERFORATED

TUBE POST

56" BOLLARD

H6

4" SIGN

PAVEMENT MARKING SIGN PLACEMENT VAN ACCESSIBLE

(VA)

(VA) SIGN

CONCRETE WHEEL

STOP D5

PLAN

29"

8'

H1 ENLARGED PLAN

FIBERGLASS FLIP

TOP ENCLOSURE

(2) 3 4" DIA.

PIN HOLES

1. BASIS OF DESIGN: WILKENS MODEL

975XL2 WITH A QUARTER-TURN

VALVES & STRAINER.

2. INSTALL IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS.

CONCRETE PAD

NOTE

CONTRACTOR SHALL SECURE WHEEL STOP

2 14"

4 14"

ENCLOSURE SHALL BE HEATED,

HUBBELL HOT BOX MODEL HB1

OR EQUIVALENT.

PER MANUFACTURER'S RECOMMENDATIONS

REINFORCEMENT

#3 BAR (3)

8 3 4"

42"

SECTION

D1 ENCLOSURE DETAIL

D5 PRE-CAST CONCRETE WHEEL STOP

NOT TO SCALE

D9 BACKFLOW PREVENTER & ENCLOSURE

AS SHOWN ON PLANS AS SHOWN ON PLANS

MIN. 3"

MIN.

#4 BAR @ 12"

#4 BARS, TYP.

A1 EQUIPMENT PAD

PAD #1 PAD #2 & #3 O.C.(TYP.) LEN

22"

STRAINER

RPZ BACKFLOW PREVENTER

5' M

IN

3" M

IN

5"

.7

.5

.2

C on st ru ct N

C C

B u ild in g

8t h W

_J 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

N

L

K

J

H

F

B

A

7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SHEET �O.

ABBREVIATIONS SYMBOLS GENERAL NOTES

& AND FA FIRE ALARM 0.F.0.I. OWNER FURNISHED OWNER -$- X'-X" •

SURFACE ELEVATION (PLAN) DOOR NUMBER

INSTALLED XXX 0:, -- ROOM NUMBER + LETTER IF MORE THAN ONE 1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS PREVAIL. IF DIMENSIONS ARE IN @ AT FD FLOOR DRAIN QUESTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A.H.U. AIR HANDLING UNIT FE FIRE EXTINGUISHER oc ON CENTER CLARIFICATION FROM THE COR BEFORE CONTINUING WITH THE WORK.

A.P. ACCESS PANEL FEC FIRE EXTINGUISHER CABINET OD OUTSIDE DIAMETER

A/C AIR CONDITIONING FFE FINISH FLOOR ELEVATION OFF OFFICE -$- ����..LEVEL LEVEL LINE (ELEVATION/SECTION) 0 WINDOW TYPE 2 GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT ABV ABOVE FFL FINISH FLOOR LINE OH OVERHEAD SITE PRIOR TO THE START OF ANY WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACOUST ACOUSTICAL FH FLAT HEAD OP. HD. OPPOSITE HAND VERIFYING THE EXISTING CONDITIONS PRIOR TO BIDDING AND SHALL BE FAMILIAR WITH

ACT ACOUSTICAL CEILING TILE FHC FIRE HOSE CABINET OPNG OPENING ©----- CD •

ALL ASPECTS OF THE PROJECT, INCLUDING SITE UTILITIES.

AD AREA DRAIN FIN FINISH(ED) OPP OPPOSITE COLUMN LINE ACCESSORY TYPE

ADDL ADDITIONAL FIN FL FINISH FLOOR P.T. PRESSURE TREATED 3. ALL DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF COLUMN, FACE OF MASONRY OR

CONCRETE, EDGE OF WALK OR FACE OF CURB UNLESS NOTED OTHERWISE. FOR FURTHER

ADJ ADJUSTABLE, ADJACENT FLR FLOOR(ING) PC PRECAST DIMENSIONING SEE ENLARGED PLANS, SECTIONS, EXTERIOR ELEVATIONS, INTERIOR AFF ABOVE FINISH FLOOR FLUOR FLUORESCENT PL PROPERTY LINE ELEVATIONS, AND DETAILS.

ALT ALTERNATE FOF FACE OF FINISH PLAM PLASTIC LAMINATE �SIM I ALUM ALUMINUM FOS FACE OF STUD PLAS PLASTIC, PLASTER BUILDING SECTION xx xx xxxx REVISION NUMBER AND DATE 4. IN CASE OF DIMENSIONAL DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING ARCH ARCHITECT(URAL) FRMG FRAMING PLUMB PLUMBING � DOCUMENTS CONTACT COR FOR CLARIFICATION.

B.M. BENCH MARK FS FIRE STANDPIPE PLY PLYWOOD

BD BOARD FSTN FASTEN(ED) PNL PANEL 5. ITEMS NOT INCLUDED IN GENERAL CONTRACTOR'S CONTRACT ARE MARKED "N.I.C." (NOT

BET BETWEEN FTG FOOTING PREFAB PREFABRICATED IN CONTRACT).

BLDG BUILDING FUR FURR (ED) ()ING PRELIM PRELIMINARY I WALL SECTION ENLARGED DETAIL

BLKG BLOCKING GA GAUGE/GAGE PTD PAINTED

6. THE GENERAL CONTRACTOR SHALL PROVIDE CHASES FOR MECHANICAL, PLUMBING, AND

BM BEAM GALV GALVANIZED PVC POLYVINYL CHLORIDE ELECTRICAL SYSTEMS AS REQUIRED.

BOC BOTTOM OF CURB GCMU GLAZED CONCRETE MASONRY UNIT PVT PAVEMENT

BOW BOTTOM OF WALL GFRC GLASS FIBER-REINFORCED Q.T. QUARRY TILE 7. PIPING LOCATED ABOVE GRADE AND INSIDE THE BUILDING SHALL BE CONCEALED IN

BRG BEARING CONCRETE R RISER, RADIUS DETAIL SHEET REFERENCE

FURRED SPACES WITH THE EXCEPTION OF PIPING IN STAIRWAYS, EQUIPMENT ROOMS, AND

THE POWERHOUSE. THE GENERAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES

BRG PL BEARING PLATE GL GLASS/GLAZING R.C.P. REINFORCED CONCRETE PIPE TO PROVIDE FURRING FOR PIPING INSTALLED IN FINISHED AREAS. THE CONTRACTOR SHALL

BTM BOTTOM GL BLK GLASS BLOCK R.H. RIGHT HAND �

OBTAIN APPROVAL FROM THE COR PRIOR TO LOCATING AND OR PROVIDING

BUR BUILT UP ROOF GR GRADE RB RUBBER BASE FURRED SPACES NOT INDICATED ON THE DRAWINGS.

C.I. CURB INLET GR GUARD RAIL RCP REFLECTED CEILING PLAN & C.I.P. CAST-IN-PLACE CONCRETE GYP BD GYPSUM BOARD RD ROOF DRAIN SLOPE 8. FOR ALL RATED AND / OR SMOKE PARTITIONS THE SURFACE AREA OF AN INDIVIDUAL CAB CABINET H/C HANDICAP RE REFERENCE EXTERIOR ELEVATION 2%N1AX SLOPE OR DIRECTION INDICATOR RECESSED METALLIC OUTLET, SWITCH BOX, ETC. SHALL NOT EXCEED 16 SQUARE INCHES.

CB CATCH BASIN HB HOSE BIB REF REFRIGERATOR THE AGGREGATE SURFACE AREA OF THE RECESSED BOXES SHALL NOT EXCEED 100 SQUARE

INCHES PER 100 SQUARE FEET OF WALL AREA. RECESSED BOXES LOCATED ON OPPOSITE

CEM CEMENT HC HOLLOW CORE REFL REFLECTED SIDES OF WALLS OR PARTITIONS, REGARDLESS OF THEIR VERTICAL SEPARATION ON THE CHNL CHANNEL HD HAND/HEAD REINF REINFORCED 1 Ref WALL, SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24" MINIMUM.

CJ CONTROL JOINT HDR HEADER REQ'D REQUIRED - - CLG CEILING HDW HARDWARE RES RESILIANT ""' " INTERIOR ELEVATION 9. ALL RATED PARTITIONS SHALL BE TIGHTLY SEALED TO THE UNDERSIDE OF STRUCTURAL CLO CLOSET HGT HEIGHT RES. RESINOUS FLOORING 1 "1' DECK. INTEGRITY OF PARTITIONS SHALL BE MAINTAINED AT CORNERS AND AT CLR CLEAR(ANCE) HM HOLLOW METAL !'if.A ROOM INTERSECTIONS OF OTHER PARTITION TYPES.

CMP CORRUGATED METAL PIPE HORIZ HORIZONTAL RO ROUGH OPENING 1 Ref CMU CONCRETE MASONRY UNIT HP HIGH POINT ROW, R/W RIGHT OF WAY 10. PENETRATIONS IN RATED PARTITIONS FOR CONDUIT, PIPING OR OTHER COMBUSTIBLE ITEMS

COL COLUMN HR HOUR RVL REVEAL SHALL BE FILLED WITH AN APPROVED NON-COMBUSTIBLE MATERIAL TO PROVIDE A RATED

CONG CONCRETE HR HANDRAIL RWL RAINWATER LEADER SEAL TO PROHIBIT THE PASSAGE OF FIRE AND SMOKE.

CONF CONFERENCE ROOM HS HORIZONTAL SIDING SCH SCHEDULE i101l ROOM NUMBER AND NAME

CONST CONSTRUCTION HSTWY HOISTWAY SCWD SOLID CORE WOOD DOOR l!OOMNAME 1 1 . PROVIDE WOOD BLOCKING AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT OR

ACCESSORIES. NAILERS, BLOCKING AND OTHER ROUGH CARPENTRY ITEMS IN RATED

CONT CONTINUOUS/CONTINUE ID INSIDE DIAMETER SDG SIDING ASSEMBLIES SHALL BE TREATED FOR FIRE RESISTANCE.

CONTR CONTRACTER INSUL INSULATE( D)(ING)(I ON) SECT SECTION

COORD COORDINATE INT INTERIOR SHT SHEET 12. PROVIDE METAL STUD FRAMING AROUND ALL PENETRATIONS THROUGH METAL STUD /

CORR CORRUGATED, CORRIDOR INV INVERT SIM SIMILAR GYPSUM BOARD ASSEMBLIES.

CPT CARPET IPS IRON PIPE SIZE SPEC SPECIFICATION(S)

CRS COURSE(S) JC JANITOR'S CLOSET SS SOLID SURFACE, SERVICE SINK 13. GENERAL CONTRACTOR SHALL VERIFY THAT ACCESS PANELS OF TYPE SPECIFIED ARE CT CERAMIC TILE JNT JOINT SST STAINLESS STEEL INSTALLED IN WALLS AND NON-ACCESSIBLE TYPE CEILINGS AND SOFFITS WHERE ACCESS, CTR CENTER JST JOIST STD STANDARD SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, OR ELECTRICAL ITEMS MAY BE CTSK, CS COUNTERSUNK KIT KITCHEN STL STEEL REQUIRED. ACCESS PANELS SHALL BE FIRE RATED TYPE EQUAL TO THE FIRE RATING OF THE

DA DOUBLE ACTING L LENGTH, LONG STOR STORAGE ASSEMBLY IN WHICH THEY OCCUR.

DF DRINKING FOUNTAIN L.H. LEFT HAND STRUCT STRUCTURAL

14. CAULK AT JUNCTURE OF INTERIOR FACES OF DOOR FRAMES, VIEW WINDOW FRAMES,

DIA DIAMETER LAM LAMINATE(D) T TREAD

EXTERIOR WINDOW FRAMES, MILLWORK, RECESSED TOILET ACCESSORIES, SURFACE DIAG DIAGRAM LAM FL LAMINATE FLOORING T&G TONGUE AND GROOVE MOUNTED TOILET ACCESSORIES, ETC. WITH ADJACENT MATERIAL EVEN IF JOINT MAY NOT BE

DIM DIMENSION LAV LAVATORY T.B. TACK BOARD VISIBLE.

DL DEAD LOAD LL LIVE LOAD T.O.S. TOP OF STEEL

DN DOWN LP LOW POINT T.V. TELEVISION 15. ALL CASEWORK DIMENSIONS SHALL BE FIELD VERIFIED PRIOR TO FABRICATION.

DR DOOR LTL LINTEL TC TOP OF CURB

DS DOWNSPOUT LVR LOUVER TEL TELEPHONE 16. ALL ACCESSIBLE WATER CLOSETS SHALL BE MOUNTED 1 '-6" BETWEEN FACE OF FINISH OF DTL DETAIL LVT LUXURY VINYL TILE TEMP TEMPERED, TEMPORARY ADJACENT SIDE WALL AND CENTERLINE OF WATER CLOSET EXCEPT AS DIMENSIONED

DW DISH WASHER MACH MACHINE, MACHINERY TERR TERRAZZO OTHERWISE.

DWG DRAWING MAR MARBLE THK THICK(NESS)

EA EACH MAS MASONRY TLT TOILET 17. GENERAL CONTRACTOR SHALL COORDINATE ALL EXTERIOR WINDOW SIZES AND

EF EACH FACE MATL MATERIAL TOW TOP OF WALL PLACEMENT WITH THE EXTERIOR SKIN SUPPLIER.

EIFS EXTERIOR INSULATION & FINISH MAX MAXIMUM TYP TYPICAL

EJ EXPANSION JOINT MB MARKER BOARD UNO UNLESS NOTED OTHERWISE 18. GENERAL CONTRACTOR SHALL LAY OUT ALL PARTITIONS AND VERIFY ACCEPTANCE OF

ELEC ELECTRICAL MECH MECHANIC(AL) UR URINAL LAYOUT WITH COR PRIOR TO COMMENCEMENT OF WORK.

ELEV ELEVATION, ELEVATOR MFR MANUFACTURER ® UTIL UTILITIES

EMER EMERGENCY MH MANHOLE VB VAPOR BARRIER, VINYL BASE 19. FINISHED FLOOR IS ASSUMED TO BE AS INDICATED ON CIVIL DRAWINGS. CIVIL WORK MAY

NECESSITATE RAISING THIS ELEVATION. GENERAL CONTRACTOR TO VERIFY FINAL FLOOR AND

ENO EXCEPT NOTED OTHERWISE MIN MINIMUM VCT VINYL COMPOSITION TILE OTHER RELEVANT ELEVATIONS WITH COR PRIOR TO COMMENCEMENT OF WORK.

EOC END OF CURB MISC MISCELLANEOUS VEJ VENEER EXPANSION JOINT

EOP EDGE OF PAVEMENT MO MASONRY OPENING VERT VERTICAL 20. FIELD MEASUREMENTS: WHERE WORK IS INDICATED TO FIT TO OTHER CONSTRUCTION, EOS EDGE OF SLAB MTL METAL VIF VERIFY IN FIELD VERIFY DIMENSIONS OF OTHER CONSTRUCTION BY FIELD MEASUREMENT PRIOR TO EQ EQUAL MULL MULLION VIN VINYL FABRICATION AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. COORDINATE THE

EQUIP EQUIPMENT N/A NOT AVAILABLE w WIDE, WIDTH FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE

EW EACH WAY NC NONCOMBUSTIBLE W/ WITH WORK.

EWC ELECTRIC WATER COOLER NIC NOT IN CONTRACT W/0 WITHOUT

EXH EXHAUST NO NUMBER WC WATER CLOSET 21. LOCATE CONCEALED FRAMING, BLOCKING, AND REINFORCEMENT THAT SUPPORT THE

EXIST EXISTING NTS NOT TO SCALE WD WOOD WORK BY FIELD MEASUREMENTS BEFORE BEING ENCLOSED AND INDICATE MEASUREMENTS

ON SHOP DRAWINGS.

EXP EXPANSION, EXPOSED 0-0 OUT TO OUT wow WINDOW EXT EXTERIOR O.F.C.I. OWNER FURNISHED CONTRACTOR WH WATER HEATER 22. ESTABLISHED DIMENSIONS: WHERE FIELD MEASUREMENTS CANNOT BE MADE WITHOUT

INSTALLED WR WATER RESISTANT DELAYING THE WORK, ESTABLISH DIMENSIONS AND PROCEED WITH FABRICATING WORK WWF WELDED WIRE FABRIC WITHOUT FIELD MEASUREMENTS. PROVIDE ALLOWANCE FOR TRIMMING AT SITE AND

COORDINATE CONSTRUCTION TO ENSURE THAT ACTUAL DIMENSIONS CORRESPOND TO

ESTABLISHED DIMENSIONS. IF WORK PROCEEDS WITHOUT FIELD MEASUREMENTS THE

GENERAL CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY CORRECTIVE ACTION

NECESSARY FOR COORDINATION OF ALL WORK.

23. SEAL ALL PENETRATIONS IN THE EXTERIOR BUILDING ENVELOPE AIR TIGHT AT BOTH THE

INTERIOR (VAPOR RETARDER AND GYPSUM BOARD) AND EXTERIOR (SHEATHING AND

WEATHER BARRIER) FACES.

��4"MIN

eZ7�''

X

' z '

'"°-'s-B 0 :.,. '"' '

;:; � M O' .,. .,. "" ( N� N�1-:,--i'-, b

Y-48" MIN. IF DOOR HAS

CLOSER

N X

Y-48'" MIN. IF DOOR HAS

BOTH LATCH AND CLOSER

54" MIN.

NOTES

1. AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A15610-1985. SLOW OPENING,

LOW-POWERED, AUTOMATIC DOORS SHALL COMPLY WITH ANSI A15619-1984. DOORS

�MIN.

24" z

-'c- z t ,.

z

� Ml N.

MEN

SHALL TAKE AT LEAST THREE SECOND TO OPEN BEFORE BACK CHECKING AND NOT

REQUIRE MORE THAN A 15-POUND FORCE TO STOP THE DOOR MOVEMENT. THE DOOR-

OPENING FORCE OF A POWER-ASSISTED DOOR SHALL COMPLY WITH SECTION C-5212. ITS CLOSING SHALL CONFORM WITH ANSI.

c$"

0 r' >- :,:

.N,.

c:::::::::

.N,.

::::::::::J

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±±±I�

PROPORTIONS

INTERNATIONAL SIGN

PROPORTIONS

INTERNATIONAL SIGN

PROPORTIONS INTERNATIONAL

INTERNATIONAL SIGN TDD SYMBOL

i:!

INTERNATIONAL RAISED 5/8"

SYMBOL OF ACCESS

DOOR lYPES

1. MINIMUM 1 o• HIGH SMOOTH SURFACE AT DOOR BOTTOM, EITHER ATTACHED PANEL

OR BOTTOM RAIL.

HARDWARE

1. OPENS FROM INSIDE WITHOUT USE OF KEY OR SPECIAL KNOWLEDGE OR EFFORT.

2. MOUNTED 36" TO 42" A.F.F.

3. OPENS BY SINGLE EFFORT LEVER-lYPE DEVICE (NOT REQUIRING GRASPING)

4. MAXIMUM 85 LBS EFFORT TO OPERATE EXTERIOR DOOR, 5 LBS FOR INTERIOR.

Y -54" MIN. IF DOOR HAS

CLOSER

X-36" MIN IFY-60"

X -42""MIN IF Y-54"

X-12" IF DOOR HAS BOTH

A CLOSER AND LATCH

OF ACCESSIBILllY OF ACCESSIBILllY OF ACCESSIBILllY FOR HEARING

IMPAIRED

L ,.

z

24" hc-;11ccN-. -n�, c:::>

X {

--"sc

-.0

-'s-v

,,,,--24" PREF. 18" MIN LETTERS AND NUMBERS

1. WIDTH AND HEIGHT RATION BETWEEN 3:5 AND 1:1

2. STROKE WIDTH TO HEIGHT BETWEEN 1:5 AND 1: 10

3. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND.

4. SANS SERIF CHARACTERS.

SIGNS/ PICTOGRAMS

1. PICTOGRAMS/PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED

DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" MINIMUM IN HEIGHT.

36" TO 42" LEVER OR "U" -

SHAPED HANDLE

I 1 o• MIN. BOTTOM RAIL-

OR PROVIDE KICK PLATE

:::::r

:=:::i-

2. CHARACTERS AND BACKGROUNDS SHALL BE OF NON-GLARE CONTRASTING COLORS.

3. SIGNS/ PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE THI

DESCRIBE AND AT 60" A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING UPPERCASE "X". CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTAi

FROM WHICH READ.

;# ,�I

(1\ ACCESSIBLE DOOR CLEARANCES

� 1/4" = 1 '-0"

SIGN LOCATIONS

1. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN.

2. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED.

3. BUILDING REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION

POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY.

INTERNATIONAL SYMBOL OF ACCESSIBILllY

1. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES.

2. WHITE FIGURE ON BLUE BACKGROUND, COLOR #15090 ON FEDERAL STANDARD #595A.

3. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGN AND COLORS MAY BE APPROVED.

(3'\ACCESSIBLE DOOR REQUIREMENTS

� 1/2" = 1 '-0"

1. CLEARSPACESMUST BE LEVEL TO

PREVENT WHEELCHAIRS FROM ROLLING

WHEN THE OCCUPANT RELEASES THE

WHEEL GRIPS TO REACH FOR THE DOOR

BRAILLE

1. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL.

2. 0.2 INCH SPACE BETWEEN CELLS. 17. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND.

���CE����.�E SIGNS/ PICTOGRAMS

7 /4" SLOPE PER l'OOT IS ALLOWED FOR

DRAINAGE.

2. WHERE DOORS OPEN ONTO BUT NOT

INTO A CORRIDOR. THE REQUIRED LEVEL

AREA BEYOND THE DOORS MAY BE A

MINIMUM OF 48"' A.F.F.

24" MIN. EXTERIOR AND 78"

MIN. INTERIOR BEYOND

STRIKE EDGE OF A GATE OR

DOOR ON THE SIDE

TOWARD WHICH IT SWINGS ---,

18"' MIN.

lYPICAL DOOR SIGN

WHERE OCCURS

G lYPICAL ROOM ID

SIGN

BRAILLE SIGN

1. -

WALL SIGN

BRAILLE SIGN

---"t

ACCESSIBLE REACH REQUIREMENTS

2'-0" 2'-6" z Si

't

JS

} 54" MIN.

36" MIN.,,(

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NOTE: 48'" MIN. IF DOOR HAS BOTH A LATCH AND A CLOSER

I 0:: w

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/� I J

MAX

CLEAR FLOOR SPACE

PARALLEL APPROACH

HIGH AND LOW SIDE

REACH LIMITS

"''t

MAXIMUM SIDE REACH OVER

AN OBSTRUCTION

MAXIMUM FORWARD

REACH OVER AN

OBSTRUCTION

48" MIN.

_J

.,54"" PREFERREDJ'

1 48" MIN. I

REQUIRED � WHERE ADJACENT

CLEAR SPACE��� OBSTRUCTION . � ORWALL

E � MOUNTING A DOOR & WALL MOUNTING AT WALL (NO DOOR) = p� = p ---'--c

X 1 ---",-

� OCCURS

)TES:

DOOR SIGN SHALL BE CENTERED ON DOOR AND MOUNTED 60" A.F.F. AT THE CENTER OF THE SIGN. ONLY WHEN US

ADHESIVE CAULK EDGES W/ CLEAR SILICONE.

ROOM SIGNS SHALL HAVE RAISED, BRAILED CHARACTERS AND PICTORIAL (PICTOGRAMS) SIGNS. LETTERS OR NUMBERS SHALL BE RAISED 1/32" IN UPPERCASE SANS SERIF FONT AND SHALL BE ACCOMPANIES BY GRADE 2 BRAILLE RAISE[

CHARACTERS 5/8" HIGH MIN., 2" MAX.

THE FINISH CONTRAST OF THE SIGN CHARACTERS AND BACKGROUND SHALL BE EGGSHELL, MATTE, OR OTHER NON-D

GLARE FINISH.

CHARACTERS AND SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR.

� ---"t

/ 4' - O" }

4• >20'"-25" MAX /

' -.0 z

I --- "-

4" -0"' /

MIN

4' '- O"

X

HIGH FORWARD

REACH LIMIT

I -6"

Si -.0 �

�} J

DOOR WIDTH + 18'" MIN. INTERIOR_�/)

DOOR WIDTH +24" MIN. EXTERIOR C:::7

I DOORI

�ACCESSIBLE SIGNAGE REQUIREMENTS

C � 1/2" = 1 '-0"

(5"\ACCESSIBLE REACH REQUIREMENTS

� 1/4" = 1 '-0"

(6"'\ACC. DOOR MANEUVERING CLEARANCES

- ACCESSIBLE

;/, ,,..-1•- 3"' # ;{]

URINAL SCREEN

O"'of

I 6" o· - 11

3-'J"

164l' 5/64"'

V" MIN,,

/j 71

SINK BOWL

6 7/2"'DEEP

� MIN.

GJ

ct' ..,_ � ---'--c 1�;N.

1�

- ------------- "'t ,\A z 2 ,{

MTL. BACKING PL,\TE 60"' MIN. ,r FOR GRAB BARS.

c '<·X' "&--L . . . J

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X"' z ><

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- z

FRONT APPROACH

:i

OPEN

VESTIBULE

RAMP LANDING AT DOORWAY CORRIDOR PLAN

SEE ALSO SHEET LS1.1 FOR ADDITIONAL ACCESSIBILITY NOTES

HINGE SIDE APPROACH LATCH SIDE APPROACH

t

"if

0\ � ) N t

F

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B

4' - O''

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"2 I 2·. 6" I "" ""'

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0 :x:

-----'-c " " "" a-i� [LR AT H.if 6"' '(_a· MIRROR SOAP PAPER TOWEL TOILET SANITARY SANITARY f- <( u • -

:,: ' z 2' 6"' } 6 x 16 GA. BACKING PLATE SUPPLY VERTICAL BACKING WHERE

MAX. MIN.

.2,..:

DISPENSER DISPENSER PAPER NAPKIN NAPKIN

HOLDER DISPOSAL DISPENSER

VJ �

: :;c

N •

'-- "-' CONT. - EXTEND 7 STUD

MIN. BEYOND ATTACHMENT

SIDE BACKING IS NOT POSSIBLE

A (?\ACCESSIBLE TOILET FIXTURE DETAILS

BLDG.

SECT.

WALL LEGEND GENERAL FLOOR PLAN NOTES

1. SEE SHEET A0.1 FOR ABBREVIATIONS, SYMBOLS, GENERAL NOTES. �

A TYPICAL EXTERIOR WALL ICF 30'-8" EXTERIOR TO INTERIOR: 2. SEE SHEET A0.2 FOR TYPICAL ACCESSIBLE MOUNTING HEIGHTS. / EXTERIOR SIDE ' EIFS SYSTEM WITH SMOOTH OR BRICK TEXTURE FINISH - / 2'-8" 25'-4" - FROM FACE OF ICF 2'-8" ...... .. '

SEE ELEVATIONS 3. SEE SHEET A3.1 FOR ENLARGED RESTROOM PLAN & INTERIOR / / / /

1/2" RIGID INSULATION

' FLUID-APPLIED WEATHER BARRIER (ABOVE GRADE), ELEVATIONS. /

2'-10" / s'-o" 2'-4" , s'-o" , 2'-4" , s'-o" . 2'-10"

WATERPROOFING MEMBRANE (BELOW GRADE)

INTERIOR SIDE • NUDURA 8" ICF 4. SEE SHEET A6.1 FDR GLAZING ELEVATIONS, DOOR & FRAME

' 2-1/2" METAL STUDS @ 16" O.C SCHEDULE, DOOR ELEVATIONS & DOOR FRAME ELEVATIONS. '-8" ' 5/8" GYPSUM BOARD (PAINTED) 5. ALL FURNITURE, FURNISHINGS AND APPLIANCES G.F.E. ' ' PARTITION TO EXTEND FROM TOP OF FOOTING TO ROOF TRUSS • BEARING ELEVATION.

�t=- <X) I

B EXTERIOR WALLS ii> RESTROOM ' '

EXTERIOR TO INTERIOR: ' EXTERIOR SIDE ' EIFS SYSTEM WITH SMOOTH OR BRICK TEXTURE FINISH - .. SEE ELEVATIONS

FLOOR PLAN KEYED NOTES • ' 1/2" RIGID INSULATION

' FLUID-APPLIED WEATHER BARRIER (ABOVE GRADE), • <O

WATERPROOFING MEMBRANE (BELOW GRADE)

<O 1 "I' I

INTERIOR SIDE • NUDURA 8" ICF <O I ' 3-5/8" METAL STUDS @ 16" D.C FURNISH & INSTALL FIRE EXTINGUISHERS & CABINETS AS ' 5/8" M.R. GYPSUM BOARD (P/IJNTED - EPOXY PilJNT) I<\ REQURED BY AHJ. MIN. REQ. 1-TYPE 2A: 10BC (5 LBS) PER 11 ' BEARING ELEVATION. LOCATIONS INDICATED. <). ' I I PARTITION TO EXTEND FROM TOP OF FOOTING TO ROOF TRUSS \_'_/ 75'-0" OF TRAVEL OR 1 PER 6,000 SF OF BUILDING AREA; 1

RAISED FLOOR SYSTEM: PROVIDE 2'x2' RAISED FLOOR SYSTEM ":.,. •0

C C1 TYPICAL INTERIOR WALLS STC 50 /REQUIRED)

AT EL o'-o"; AT NCC 104 / OFFICE 103, PROVIDE MINIMUM I I

' 2 LAYERS 5/B" GYP. SD. EA. SIDE -;,, I I '°

6" METAL STUD FRAMING @ 16" O.C., TYP. W/ SOUND 0 (12) PERFORATED FLOOR TILES RATED MIN. 1,000 CFM TO BE BLDG.�

ATTENUATION BATT INSULATION FIELD LOCATED. SECT. \.[jy , I •I ' PARTITIONS TO EXTEND FROM TOP OF CONC. SLAB TO ' UNDERSIDE OF ROOF TRUSSES (NOTE SLAB IS AT FIN. RAISED FLOOR SYSTEM: PROVIDE 2'x2' RAISED FLOOR SYSTEM

FLOOR ELEVATION AT RESTROOM & RECESSED AT RAISED 0 AT EL. 0'-0"; AT OFFICE 101, NO PERFORATED FLOOR TILES

FLOOR AREAS) REO

SEALANT © MECHANICAL UNIT, TYP. - SEE MECHANICAL

SEAL TOP & BOTTOM OF PARTITIONS W/ APPROVED SOUND

' ALL PIPE/CONDUIT PENETRATIONS TO BE SEALED TO MEET

AT

STC 50 CRITERIA.

AS 'Cl', OMIT DRYWALL LAYERS BOTH @ SERVER RACKS, TYP. (C.F.C.I) - SEE ELECTRICAL FDR RACK I

PARTITIONS INDICATED

SIDES OF PARTITION FROM FINISHED FLOOR ELEVATION DOWN TO REQ.

TOP OF SLAB ELEVATION TO ALLOW FOR FLOOR PLENUM AIR FLOW

BELOW RAISED FLOOR SYSTEM. @ FIRE SUPPRESSION SYSTEM EQUIPMENT - SEE FIRE PROTECTION

NOTE: PROVIDE MOISTURE-RESISTANT GYPSUM BOARD AT ALL RESTROOMS, (j) UPS & PDU EQUIPMENT (G.F.E.) I .' RESTROOM SIDE OF PARTITION. °P I .-.I , 00

3/4" FIRE-RETARDANT TREATED PLYWOOD, 4' x 8' SHEET MTD. D EXTERIOR PILASTERS @ HORIZONTALLY W/ BOTTOM EDGE 2'-0" A.F.F. OF RAISED FLOOR

EXTERIOR SIDE EXTERIOR TO INTERIOR: SYSTEM FLOOR LEVEL. I ' EIFS SYSTEM WITH SMOOTH OR BRICK TEXTURE FINISH - -ii JI. I(: ii 1(. U LL SEE ELEVATIONS ® CONG. SIDEWALK - SEE CIVIL I •• •◄•.,-� ' I 1/2" RIGID INSULATION ' FLUID-APPLIED WEATHER BARRIER (ABOVE GRADE), @ RIVER ROCK STRIP - SEE CIVIL I INTERIOR SIDE WATERPROOFING �EMBRANE (BELOW GRADE)

• NUDURA 8" ICF @ CONG. MOW STRIP - SEE CIVIL I '-'-

• 2-1 /2" METAL STUDS @ 16" O.C Sa! 5/8" GYPSUM BOARD (PAINTED) @ CONG. EQUIPMENT PAD - SEE CIVIL 0'-'- $ .•.. .•.. "u" ...

i'.i: • <O <O 0"' I I I

8' "'

ROOM FINISH SCHEDULE •

I

I

MILLWORK

<D

NO. ROOM NAME FLOOR BASE WALL CEILING NOTES •

CABINET COUNTERTOP N . I • 10I OFFICE RAF-1 RB-1 GYP.BO. W/ PNT-1 ACT-1 N/A N/A

<..O. . I ".".I.'' I

102 TOILET VPK-1 RB-1 GYP.BO. W/ PNT-2 PNT-4 N/A N/A

103 OFFICE RAF-1 RB-1 GYP.BO. W/ PNT-1 ACT-1 N/A N/A I . '

104 NCC RAF-I RB-1 GYP.SD. W/ PNT-1 ACT-1 N/A N/A �I ·-00

u I

FINISH LEGEND I

MATERIAL ABB. DESCRIPTION NOTES

FLOORING

RAJSED ACCESS FLOOR SYSTEM RAF-1 TATE, CONCORE 200D RAISED ACCESS FLOOR PANEL SYSTEM, ANTI-STATIC FINISH

VINYL PLANK FLOOR SYSTEM VPK-1 ARMSTONG LUXURY VINYL TILE, COLOR TBD

RUBBER BASE RB-1 JOHNSONITE, #71 'STORM CLOUD', 4" H. ·•00 •""

I

<O <O WALILS

GYPSUM BOARD W/ PAINT 1 PNT-1 PPG, #315-2 'BRANDIED PEARS' FIELD COLOR, FLAT FINISH /-) I

GYPSUM BOARD W/ PAINT 2 PNT-2 PPG, #315-2 'BRANDIED PEARS' EPOXY PAINT

( ./ I

PAJNT 3 PNT-3 PPG, #315-4 'PONY TAIL' TRIM PAJNT

CEILINGS I

ACOUSTIC CEILING TILE ACT-1 USG, RADAR #2110, 2'x2', WHITE, SHADOWLINE TAPERED EDGE

GYPSUM BOARD W/ PAINT 4 PNT-4 CEILING WHITE PAINT (� ** NOTE: FINISH LEGEND BASED ON '118TH .AJRLIFT WING DESIGN GUIDE' OPTION 1 FOR FINIISHES. EQUIVALENT FINISHES TO BE SUBSTITUTED FOR OPTION 2 OR 3, ' ----- /

PS SELECTED BY COR. ¥'I '

,-., -, -, -, -, .-., ' '•< X )

FINISH NOTES L-1 "I'

® -·- ·.-- ' ' 1. ALL INTERIOR FINISHES SHALL COMPLY WITH CHAPTER 8 OF THE 2018 INTERNATIONAL L.--- : ·--_J1'-'8"

BUILDING CODE AND NFPA 101, 2018. 17'-6" 6'-4"

2. ALL INTERIOR WALL & CEILINGS FINISH MATERIAL SHALL BE CLASS 'A'. \ 1'-6"

3. G.C. TO INSTALL ALL FINISHES ACCORDING TO FINISH MANUFACTURER'S

RECOMMENDATIONS.

4. PREPARE ALL FLOOR SURFACES AS REQ'D TD RECEIVE FLOORING MATERIAL - PATCH & 4

LEVEL ALL OPENINGS, DEPRESSIONS, ROUGHNESS, ETC. BLDG.

5. ALL FINISHES TO BE INSTALLED PER FINISH SCHEDULE. SUBSTITUTIONS MUST BE

SECT.

SUBMITTED FOR APPROVAL.

FLOOR PLAN - NCC 818

6. REFER TO REFLECTED CEILING PLANS FOR CEILING HEIGHTS, GYP BD. SOFFIT AREAS,

AND HEADERS. SCALE: 1/4" = 1 '-0"'

BUILDING MAGNETIC

NORTH NORTH

7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SHEET NO.

BLDG. BLDG.

SECT. SECT.

$ A 1, 2'-8"

L 'ro

"I' I -- I -- I , , --1 -1-1 --·

4'-o" w

�oQ_- "'.. en"'

� I I ◊ @ I I ◊ �� Tu ..,?- W sscr:iciy L_ /L/ � BLDG. BLDG. l BLDG.

BLDG� i::[!_jf SECT. . SECT.

PRE-FIN. ALUM. CANOPY

I I' '

I PRE-FIN. ALUM. CANOPY BELOW

I I I I --- 6"X6" GUTTERS WITH GUTTER GUARD, TYP. - TIES 4'-0" O.C. MAX

I I I I J� "' _.· L I

--.- --- ---. ' :~--1" PERFORATED SOFFIT PANEL, TYP.

OUTLINE OF FACE OF BLDG. EXTERIOR �- STANDING SEAM METAL ROOF, TYP. 4"X6" DOWNSPOUTS - CONNECT

PERIMETER WALL BELOW, TYP. TO STORM DRAINAGE SYSTEM,

--- 1" SOFFIT PANEL, TYP. - SOLID PROVIDE 12" H. MIN. EXPOSED W/ ONE RIB CAST IRON BOOT @ GRADE, TYP.

L. APPLY i GYP. B7D.•

TO UNDERSIDE_OF. ..

• ROOF TRUSSES, TYP.

( SLOPE 0"' SLOPE )

5:12 °' 5:12

6"X6" GUTTERS WITH GUTTER GUARD, TYP ------ -

TIES 4'-0" O.C. MAX

-- RIDGE VENT

4"X6" DOWNSPOUTS - CONNECT

TO STORM DRAINAGE SYSTEM,

PROVIDE 12" H. MIN. EXPOSED

CAST IRON BOOT @ GRADE, TYP.

§ "l'-0 u, en N -U

� - I � I I I I I I I I I I I

$ 6'-6"� l $ � PRE-FIN. ALUM. CANOPY \_ ffie-,,. " "" '�"" as,o.

BLDG. BLDG.

SECT. SECT.

@��,F��!���.N @s�A���4-�L�� r ""' .,.. .,""""""'' """-"""""" ",.....,.. """'""' "'"""",' . . .-......" '""""""""" '" '""'""" - ...:J """' '-""""""'. "'""''.''''.''''.'' '.-'.' • ''.''''.''''.'''''.' -'.'' ' • ''.' ''.''''' '''''.'' '.

o·-o"

RIDGE VENT

M r

STANDING SEAM

'\ RIDGE VENT�

1/2" GYP. BO.

ATTACHED TO

ERSIDE OF ROOF

STANDING SEAM

ROOF SYSTEM

-""- TRUSS BEARING TYPICAi � + 15'-9"

I

ICF BEARING WALL I �'====

SYSTEM W/ E.I.F.S

FINISH, TYP. I

-""- TRUSS BEARING

� + 15'-9"

ICF BEARING W

SYSTEM W/ E.1.F.

FINISH,

'l"l"'.-I,'"��",'"�'1�,"-''ni'•"·'�'I"'�""--"j,""'l""l"'l""l""""I""""Il''"'l""l'""I'""'I"l''''"l''l'""l""l"'l"'�'','lI'""l"'l""l""l'"'"I'"""" 1""1"'1""1"""1"""l""l""l""'"l"I""'!'l'"',l""l""l""l"'I"l''"'I1,""1"1I""1""1'l","1,l"'l""l""l""'lI"" '"l",l'""'Il"""I,'I,'I,'I,',"I,,I',I,',I',I,, , 'I,,'1,, ,'1l,'I,'I,'I,'II , ',I,''I,I',I,'I,'I,'I,'I,'I,''I,I',I,'I,'I,",I,'I''Il',I,'1, ,1,''II,''I,I,'II, ',I'I,''I,I,'II , ,'I,'I,'I,'I,'I',I,''I,I,",I,'I'I''I,,I1'111,1

SUSP. AC. TILE

CEILING SYSTEM

F BEARING WALL

EM W/ E.1.F.S

NISH, TYP.

H.M. DOOR SYSTEM I

W/ TRANSOM I

ALUM. STOREFRO

WINDOWN SYSTEM

LAMINATED GL

n

[IoO

-""- FIN. FLR. LVL. I

J -, ,,- +

-""- FIN. FLR. LVL.

-'-"-+ o·-o"

RAISED FLOOR \

SYSTEM \ 1.1 .1 1.,1

-""- RECESSED SLAB

�(-) 1'-8"

.,-, TOP OF FTG.

� (-) 3'-0"

-""- RECESSED SLAB

�(-) 1'-8"

.,-, TOP OF FTG.

�(-) 3'-0"

'apl A_ ,,!..:;~;.':,,,_,:;~�•y•:A:·,'.·�...:.,-:..-:.. i-..�.:,.'.:.. 0 - -�-•-:'

@s��I: L1�'�� �o?ECTION ®s�A�I: L1�'���o?E CTION

F q)

INTERIOR ELEVATION KEY NOTES

18" ACCESSIBLE (VERTICAL) GRAB BAR

36" ACCESSIBLE (HORIZONTAL) GRAB BAR W/ CLOSURE PLATE W/ CONCEALED MOUNTING

42" ACCESSIBLE (HORIZONTAL) GRAB BAR W/ CLOSURE PLATE W/ CONCEALED MOUNTING

TOILET PAPER DISPENSER (WALL MOUNTED), DISPENSER SHALL BE LOCATED 7" MIN. & 9" MAX. IN

<6) FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF DISPENSER - OWNER PROVIDED /

CONTRACTOR INSTALLED

E <!)

TOILET - COORDINATE W/ PLUMBING DRAWINGS

SINK - COORDINATE W/ PLUMBING DRAWINGS

ROBE HOOK (TYP AT ALL RESTROOMS, OFFICES AND DRESSING ROOMS)

ADA MIRROR

D . �-

1·.

�I• .

",_ W>•·

<!) 102

4A

<t>

3'-o"

/ I /

<§>jl'I

�,A{� :

11; I >�I···� I

C �-: � I �I- :

�. I �r L

4B0 ro I

4( co f • I_] _J

00 ;.., ·,.'., n

�HI' .

L,_ _ _j c:=i c:=i 8'-3

6. B C D

G�)��,L�/���.�- RESTROOM PLAN G!)!c�:E1��-��-�-LEVATIONS

7 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 SHEET �0,

GENERAL WALL SECTION NOTES

I. ALL EXTERIOR SURFACES OF EXTERIOR WALLS 2. MINIMUM INSULATION VALUES PER 2018 IECC:

TO HAVE APPLIED WEATHER BARRIER FOR

PORTIONS OF WALL ABOVE GRADE (SEE ROOF (ATTIC) - R-38

SPECIFICATION SECTION 07 25 00), OR

WATERPROOF MEMBRANDE FOR PORTIONS OF WALL (MASS) - R-9.5 (CONTINUOUS)

WALL BELOW GRADE (SEE SPECIFICATION

SECTION 03 11 19). WALL (BELOW GRADE) - R-7.5

(CONTINUOUS)

MTL. ROOF TRUSSES,

lYP. - SEE STRUCT.

/ R-38 ATTIC

/ INSULATION ,, ' ' ' " " " " II II "

II II II II " " "" "" ' "" ' "" "" "" "" "" "" "" ' "" ""

II 11 II II

"" "" "" "" "",'( " "" "" "" "" "" "" "" "" ' "" " " " " " .,,,,...,,....,.,..-..,,..---------.,.. " ' " " " " " " II II II II """ " " " ' " ' " " " " " " " ' " " II 11 II II " " " " " ff " ' " " " " " " " ' " ' " ' " " " " II II " ' II II II II ' ' ' II 11 II II II II ' ' ' ' II II

II II II II "" "" "" "" "" "" ' " ' " " " " " " " ' " " II 11 II II "" "" " ' ' " ' " " " " " " " ' " ' " ' " " " " II II " STANDING SEAM MTL. " ' " " " " " "

II II II II

II 11 II II

II II

"" & WATER SHIELD ON 1

' II II II II ' ' ' II 11 II II ' ' ' ' ' II II

$ I " ' " " " " " " II II " ' �· " " " " " ' " ' II ,.l. " " " " " ' " " II 11� " " " " " " " ' " ' �· " " " " " " ' " ' '" ' " " " " II II " TRUSS BEARING TYPICAL,_ ...t:,_ TRUSS BEARING TYPICAL, " ' " " " " " "

II II "' " " " " " " ' " ' " ' " " " " " ' " "

II 11 II II

II II

" ' II II "' ' ' ' ' II 11 II II ' ' ' ' ' ' II II 1 I /2" MTL. ROO

+ 15'-9" ,,/ \ 'T + 15'-9" I

"/ I r---1

INSULATION STOP

MAINTAIN 2" MINIMUM

ATTACHED TO ATTACHED TO SUSP. ACOUSTIC TILE DRIP EDGE, lYP. CLEARANCE BETWEEN STOP

UNDERSIDE OF ROOF UNDERSIDE OF ROOF CEILING SYSTEM. & BOTTOM OF METAL

TRUSSES, lYP. TRUSSES, lYP. TYP. DECKING I;=

6"X6" GUTTERS WITH GUTTER R-38 ATTIC

I� GUARD - TIES 4'-0" O.C. MAX INSULATION

2x4 EXT. GRADE WOOD FRAMING, lYP.

2x8 EXT. GRADE PERIMETER FASCIA

SUSP. ACOUSTIC TILE SUSP. ACOUSTIC TILE BOARD WRAPPED IN ALUM. W/ 1x EXT. GRADE WOOD

CEIUNG SYSTEM CEIUNG SYSTEM DRIP EDGE CORNICE TRIM WRAPPED

IN ALUM., TYP.

1/2" GYP. BO. SUSP.

1" SDFFIT PANEL (SEE 1/A1.3 CEILING SYSTEM 6" MTL. STUD FRAMING FOR PERFORATED SOFFIT PANEL i=: ' LOCATIONS) I I /2" RIGID INSULATION . I : I : I : I : I : I : I : I ', I .,;, ',1•.ll,::I;:1L';Ic:IwI:::I I:II:II::ICI:wI ::IJ:I 71c: c1�l 1:1:1:1.4-1:1:1:1:1:1:1:11 W/ (2) LAYERS 5/8"

\ r GYP. BO. EA. SIDE. W/ E.1.F.S. FINISH � lYP.

4"X6" DOWNSPOUTS - CONNECT

TO STORM DRAINAGE SYSTEM,

PROVIDE 12" H. MIN. EXPOSED 8" ICF UNIT, lYP.

SOUND ATTENUATION CAST IRON BOOT @ GRADE, lYP.

BATT INSULATION, lYP.

ALUM. FRAME E.1.F.S. FINISH ON 1/2" STOREFRONT WINDOW RIGID INSULATION OVER SYSTEM 'o, WEATHERBARRIER

@����../=S�.RNICE DTL.

101 [,QI:] [IQO ,,i, ':.t-i=;: OFFICE l:iiii: Ciooii: �

E.I.F.S. FINISH ON 1/2"

RIGID INSULATION OVER

WEATHER BARRIER \o \a I b- �I •0

I

8" ICF UNIT, lYP. b� =-=-"� "-=- E.1.F.S. FINISH ON 1/2" RIGID INSULATION OVER WEATHER

BARRIER

=-,�,= 8" ICF UNIT, lYP.

5/8" GYP. BO. OVER 2 1/2"

MTL. STUD FURRING @ 16" O.C.

I,'.=

RAISED FLOOR SYSTEM

5/8" GYP. BD. OVER 2 (�C,' '.2) 0

1/2" MTL. STUD FURRING

[ ...t:,_ FIN. FLR. LVL. , @ 16" O.C. � + o'-o" CONG. SIDEWALK / RIVER

RAISED FLOOR SYSTEM RAISED FLOOR SYSTEM

ROCK STRIP (SEE CIVIL FOR

I;= LOCATIONS, ELEV. VARIES)

•00 CONTINUOUS STAINLESS STL.

I

BOND BREAK RAISEDFLOOR SYSTEM BOND BREAK COUNTERFLASHING (2" H., MIN.)

MATERIAL /1 VAPOR MATERIAL CONG. SLAB OVER VAPOR

CONG. SLAB OVER VAPOR E STRUCT. CONC. SLAB OVER VAPOR BARRIER - SEE STRUCT.

= BARRIER - SEE STRUCT. BARRIER - SEE STRUCT. ...t:,_ RECESSED SLAB � FIN. FLR. LVL. . . ,, � FlN. FLR. LVL. � ?

'T (-) 1·-s· , BOND BREAK L:

'T + o·-o" , d '1 ..; - .. .; - 'T + o·-o· ' -, , ' q <I 4 �"' -:nt- tJ_tJ_ - MATERIAL ,,...,,)_� ll --=-: - -- ;....c 4 •

-1.. r�1'. f-1,. ,j-'-� ·' --- "

• •l � {J-LKJ-;� .rLH_ ) · - I " � WATERPROOF !11rr' 'Iii' lifrFm' '�jllil.nB -r{

X ..NJ-< •= ,rrr�;�w11;;i�1;J1�w�;;� MEMBRANE (BY ICF 11 111 11 11 11 .x..J-l,. VENDOR), TURNED

-�11" 111 111' 111' 1,ii :- -i:= 1, I • ='- _;; !mll11i'lmlll11i'11m11111i'lmlll111�- _ = l'JIJ;;tJ�l)�"_·�o:J.., �11 DOWN OVER TOP OF .'i!...ill...ill .. ill...11_1...Ill;':."

0 ...t:,_ TOP OF FTG. , - r£'ti c--:t2 " N. 0-0./2,;-;ll

� RECESSEDSLAB ;-,111-111 Ill 111-111-IIL c- - ;= , =='""'== I =--� =�� �RECESSED SLAB ;,I, -�� = ·�· �m11111i'lmlll11i'11m11111i'lmlll111II_ = = 'T (-) 3'-0" ll11-' .Jt!i, "< _ •• �N"-.-f�I IIII FOOTING 'T (-) 1'-8" 11 11 11 11 'T (-) 1'-8" ' •,. . =:- -·= '' , "

Id

" 4 �11i' 11i' 111�11i' 11i' 111�_ =, - - - - • < , " ' '

= - l)m11111i'lmlll11i'11m111111llmlll11i'I --==-- ' ' < ,_ lllllllllllllllllffi� lmb o , - •, " ill JII Ill Ill Ill Ill Ill ll'Z- -· �iJf'""'"""'""""·'""" - -::-: ·- !!!m:'!m'.'.m!!!m!!!m:'!m'.'.m!!!milli +

• =� ,_ Il . .Ill . Ill . Il . . ll . Ill . Il . .Ill . Ill ..Il . . CONT. PERFORATED i ffi0 . - " '' "· • 11 il -111311 IIEIII 111311 IIEIII Ill= l l I l l II

CT111:::111:::i11:::111:::111:::111:::( • �:- _;��:::111:::111:::111::�:::111:::111:::11�111:::111:::111::: 4111 - - _;; J111�1i'1111�11i'11111�1i'1111�11i'11m'. ;: ; '.,!m1111i1 11111i'11 ITT1111i'1111i'1111i'11I TT1111i'11n FOUNDATION DRAIN =ill TIT .. . "' _.... .� • n1i 1 � TOP OF FTG. � TOP OF FTG. I II , c=c"' II Ill Ill Ill Ill Ill Ill Ill 111311" -: -111311

' m II 111311 Ill Ill 111311 Ill=

'T (-) 3'-0" fml I IITTIIIITTII IITTIIIITTIIIITTII ITT . d !TlI lff�ITTII IITTII IITTIIllf�ITTIIIITTII IITTIIml IIITTII IITTII IITT 'T (-) 3'-0" ' < :- IIEI CONG. FOOTING - 1-111=I1i'IIITTIIIIII i'11I1i'I 1;; ;i I •I11i1l-l1 1 111 1=1·1· 11-1I1I1li l1I 11

ITlll i'1I i'll I "11 i'11 i'11…