W911SA18B2018_Attachment_3_Drawings.pdf

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CO

SMH - 1326

RIM = 880.58

INV = 873.78 N

INV = 873.88 E

INV = UNKNOWN S

CULVERT

INV = 876.21

CULVERT

INV = 876.08

CULVERT

INV = 875.96

CULVERT

INV = 875.78

CULVERT

INV = 876.22

CULVERT

INV = 876.38

CULVERT

INV = 875.20

CULVERT

INV = 875.24

SMH - 1325

RIM = 881.62

INV = 872.82 N

INV = 873.02 S

P

V C

INV = 873.45

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SB 1

SB 2

SB 3

SB 4

AC

SB 5

LEGEND

HYDRANT

GATE VALVE

SANITARY MANHOLE

CLEANOUT

UTILITY POLE

LIGHT POLE

ELECTRIC PEDESTAL

ELECTRIC HAND HOLE

ELECTRIC METER

AIR CONDITIONER

COMMUNICATIONS VAULT

COMMUNICATIONS PEDESTAL

COMMUNICATIONS MANHOLE

SIGN

GAS METER

GATE

SOIL BORING

MAJOR CONTOUR

MINOR CONTOUR

WATER MAIN

SANITARY SEWER

STORM SEWER

ELECTRIC (UNDERGROUND)

ELECTRIC (OVERHEAD)

GAS (UNDERGROUND)

FIBER (UNDERGROUND)

COPPER (UNDERGROUND)

CONCRETE PAVEMENT

BITUMINOUS PAVEMENT

UE

OE

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AC

SB #

SCALE IN FEET

20 40

C101

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CBA

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L a n e

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.dw g

NOTES:

1. UNDERGROUND UTILITIES SHOWN INCLUDE PRIVATE UTILITIES. THE

APPROXIMATE LOCATIONS OF THE UNDERGROUND UTILITIES ARE BASED

ON EXISTING DOCUMENTATION PROVIDED BY THE GOVERNMENT AND

FIELD LOCATES BY UTILITY OWNERS.

2. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY

LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE

GUIDELINES OF CI/ASCE 38-02, ENTITLED “STANDARD GUIDELINES FOR

THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY

DATA.”

3. NOT LESS THAN 2 BUSINESS DAYS BEFORE EXCAVATING, CONTRACTOR

SHALL CONTACT DIGGERS HOTLINE, (800) 242-8511, FOR FIELD LOCATION

OF UNDERGROUND UTILITY LINES. CONTRACTORS EXCAVATING ON SITE

SHALL PROVIDE FOR LOCATION OF PRIVATE LINES BY LOCATOR SERVICE

OR OTHER SUITABLE MEANS. CONTRACTOR SHALL COORDINATE WITH

THE GOVERNMENT TO LOCATE UTILITIES PRIOR TO CONSTRUCTION.

4. THE CONTRACTOR SHALL PROTECT EXISTING UTILITIES IN PLACE UNLESS

OTHERWISE SPECIFIED OR DIRECTED BY THE GOVERNMENT.

5. THE TOPOGRAPHIC SURVEY WAS PERFORMED BY RANI ENGINEERING,

JUNE 2014

B

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SMH - 1326

RIM = 880.58

INV = 873.78 N

INV = 873.88 E

INV = UNKNOWN S

CULVERT

INV = 876.21

CULVERT

INV = 876.08

CULVERT

INV = 875.96

CULVERT

INV = 875.78

CULVERT

INV = 876.22

CULVERT

INV = 876.38

CULVERT

INV = 875.20

CULVERT

INV = 875.24

SMH - 1325

RIM = 881.62

INV = 872.82 N

INV = 873.02 S

P

V C

INV = 873.45

C

C

P

P

AC

x x x x x x x x x

LEGEND

PROPOSED SANITARY SERVICE

SANITARY MANHOLE

PROPOSED GRINDER PUMP

PROPOSED WATERMAIN

POST INDICATOR VALVE, SEE DETAIL 3/401

PROPOSED GAS LINE

CONSTRUCTION LIMITS

PROPOSED CONCRETE PADS

PROPOSED CONCRETE STOOPS

PROPOSED SIDEWALK

UG UG UG

S

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SCALE IN FEET

20 40

C201

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E

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C

10' - 6" PVC

6" 90° BEND

WITH THRUST BLOCK

141' - 1

GAS SERVICE

PROPOSED INDOOR

HALLWAY

31 - 4" PVC FM @ +8.95%

P

REMOVE CLEANOUT AND

CONNECT ALL EXISTING

SANITARY SERVICES TO

PROPOSED MANHOLE

W

E

R

E

E

T

11' - 1

GAS SERVICE

REMOVE EXISTING

FENCE AND SIDEWALK

REMOVE AND REPLACE

FENCE AFTER GRADING

REMOVE AND REPLACE

FENCE AND SIDEWALK

AFTER UTILITY WORK

SANITARY AND

WATERMAIN

CONNECTION

INV - 872.90

NOTES:

1. ALL UNDERGROUND GAS SERVICE TO BE PLACED

AT A STANDARD DEPTH OF 3.5'.

2. ALL WATER MAIN SERVICES TO BE INSTALLED AT

A MINIMUM BURY DEPTH OF 7.5' TO TOP OF PIPE.

3. SEE CIVIL DETAIL SHEETS C401 AND C402 FOR UTILITY

CONNECTION DETAILS.

4. ALL SANITARY AND WATER MAIN CONNECTIONS ARE

TO BE PLACED 6' BELOW THE FFE OF BUILDING.

5. ALL NEW SANITARY SEWER TO BE SDR 26 PVC.

KEY NOTES:

1. CONNECT TO EXISTING WATER MAIN.

FIELD VERIFY PIPE SIZE.

AC PAD

3'x1.5'

AC PAD

3'x1.5'

GENERATOR PAD

10'x4'

AC PAD

10'x4.5'

REMOVE AND REPLACE FENCE.

INSTALL SECURITY GATE FOR SITE

ACCESS DURING CONSTRUCTION.

SEE DETAIL 3/C402

SANITARY MANHOLE

RIM = 878.90

INV = 874.10 E (EXISTING)

INV = 874.60 W

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SMH - 1326

RIM = 880.58

INV = 873.78 N

INV = 873.88 E

INV = UNKNOWN S

CULVERT

INV = 876.21

CULVERT

INV = 876.08

CULVERT

INV = 875.96

CULVERT

INV = 875.78

CULVERT

INV = 876.22

CULVERT

INV = 876.38

CULVERT

INV = 875.20

CULVERT

INV = 875.24

SMH - 1325

RIM = 881.62

INV = 872.82 N

INV = 873.02 S

P

V C

INV = 873.45

C

C

P

P

SB 1

SB 2

SB 3

SB 4

AC

SB 5

B

F

X

S

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S

X

S

877.75

877.50

877.25

LEGEND

SILT FENCE, SEE DETAIL 2/C401

BIO ROLL, SEE DETAIL 1/C401

DRAINAGE ARROWS

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

EXISTING MAJOR CONTOUR

EXISTING MINOR CONTOUR

CONSTRUCTION LIMITS

SEED AND MULCH

ROCK CONSTRUCTION ENTRANCE

SEE DETAIL 4/C401

XS

t h o n y

L a n e

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SCALE IN FEET

20 40

C301

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A

D

Q

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A

D

EDGE OF CONCRETE

AT BUILDING = 878.90

C401

WHEN DISTANCE EXCEEDS 150', OR DRAINAGE AREA EXCEEDS 2 ACRES,

USE HEAVY DUTY SILTATION FENCE WITHOUT BALE BACKING.

NOTES:

2 ACRES MAXIMUM DRAINAGE AREA

PER FENCE SEGMENT

600' MAXIMUM LENGTH

PRE-ASSEMBLED SILTATION

FENCE PLACED ON CONTOUR

MAXIMUM 7 1/2' ON CENTER

SPACING OF POSTS

TURN ENDS UPSLOPE TO

PREVENT FLOW BYPASS

PRE-ASSEMBLED

6"x6" EARTH FILL OR

PLOWED IN MINIMUM

IN 6" FABRIC

MINIMUM 6" BURY

COMPACTED SUBGRADE

6" HORIZONTAL MINIMUM

1 1/2"x1 1/2"x4'-0" WOOD POSTS

MINIMUM 1'-6" EMBEDMENT

M I N

R

U

N

O

F

F

M

A

X

I M

U

M

1.

PRE-ASSEMBLED

STRAW OR WOOD FIBER 6"-7" DIA.

ROLL ENCLOSED IN PLASTIC OR

POLYESTER NETTING

" TO 1 1/2" WASHED CRUSHED

ANGULAR STONE OR SAND

BAGS PLACED AS NEEDED TO

HOLD BIOROLL IN PLACE

45° ELBOW

CONCRETE FILL

M

I

N

ELBOW

90° LONG RADIUS

PLAN

L

WATERMAIN

C X"Ø

90° BEND

SECTION

TRENCH

BACKFILL

L

C X"Ø WATERMAIN

M

I

N

CONCRETE FILL

X"Ø WATERMAIN

SECTION

45° BEND

C401

THRUST BLOCK/WATERMAIN

NO SCALE

BACKFILL

STAINLESS STEEL EXTERNAL

CLAMP WITH DRAW BOLTS

AND NUTS

INTEGRALLY CAST

SLEEVE SEAL

(LOCK JOINT OR EQUAL)

POSITIVE MECHANICAL SEAL

(KOR-N-SEAL OR EQUAL)

INTEGRALLY CAST GASKET

(A-LOK- OR EQUAL)

TYPE A

TYPE B

TYPE C

CLAMP WITH DRAW BOLTS

AND NUTS

STAINLESS STEEL EXTERNAL

C401

WATERTIGHT PIPE CONNECTIONS

NO SCALE

GRANULAR MATERIAL

BEDDING MATERIAL

SUBGRADE

BD

PAY WIDTH FOR SURFACE

REPLACEMENT (BD + H)

H

P I P

E

Z

O N

E F

I N

A L

B A

C K

F I L

L

SUITABLE

MATERIALS

1'-0"

OD/4

OD/4

4" MIN

12" FOR 6"-48"Ø

18" FOR 54"-66"Ø

24" FOR 72"-96"Ø

COMPACTED

FINISHED

GROUNDLINE

D E

P T

H

O

F

T

R E

N C

H

A

S

S

P E

C I F

I E

D

B

Y

C

U S

T O

M E t h o n y

L a n e

M i n n e a p o l i s

M

N

P

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P:

\20

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E me rg en cy O pe ra tio n C en ter

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C401

VALVE INDICATOR POST

NO SCALE

C401

SILTATION FENCE

NO SCALE

C401

BIO ROLL

NO SCALE

C401

PIPE BEDDING & TRENCH BACKFILL

NO SCALE

1" TO 2" COARSE WASHED ROCK

I

N

I

M

U

M

6"

MINIMUM

NOTE:

1. THE ROCK PAD SHALL BE MAINTAINED TO PREVENT THE

TRACKING OF MUD ONTO PAVED ROADS, INCLUDING

PERIODIC TOP DRESSING WITH ADDITIONAL ROCK OR

REMOVAL AND REINSTALLATION OF THE PAD AS

NECESSARY.

2. CLEAN WORK SITE MUD AND ROCKS OFF OF TIRES

BEFORE DRIVING ONTO PAVED ROADS.

3. REMOVE SOIL THAT TRACKS ONTO STREET DAILY USING

PICKUP STREET SWEEPER. APPLY WATER AS

NECESSARY TO CONTROL DUST AND FACILITATE SOIL

REMOVAL.

8'

8'

15'

H

A

U

R

F

A

C

A

V

E

D

C401

ROCK CONSTRUCTION ENTRANCE

NO SCALE

EXTENSION ARM DETAILS

LINE POST CORNER POST

F A

B R

W

D

T H

6"

10'-0" MAXIMUM

6"

M

I N

16" MIN. DIA.

CONCRETE BASE

TOP RAIL OR TENSION WIRE

BRACE RAIL

LINE POST

LINE POST

GRADE

10" MIN. DIA.

1'-0"

1'-0"

Y

P

1'-0"

Y

P

LOCK PIN (TYP.)

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAND

TOP RAIL OR TENSION WIRE

PULL POSTLINE POST

LINE POST

TRUSS ROD

TRUSS ROD

10'-0" MAX.

10'-0" MAX.

1'-0"

FENCE POST

NO SCALE

NO SCALE

NO SCALE

NO SCALE

NO SCALE

BRACE RAILS

BRACE RAILS

TRUSS ROD

(3/8" MIN. DIA.)

1'-0"

DOUBLE RAIL END

LINE POST

FABRIC

BOTTOM RAIL

NO SCALE

SECURE SIDE

1 1/2" (TYP.)

CHAIN-LINK SECURITY FENCE DETAIL

ROUND POST

END OR GATE POST DETAIL

TRUSS ROD AND BAND

H-BEAM

BRACE RAIL CLAMP DETAILS

TENSION BAND DETAIL

FASTENING DETAILS

LINE POST ATTACHMENTS

H-BEAM ROUND POST

GROUNDING DETAIL

BRACE PANEL DETAIL

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS

FABRIC WIDTH 84" TO 96"

FABRIC WIDTH 108" AND OVER

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

4.00" O.D.

3.00" SQ.

1.90" O.D.

2.25" X 1.70"

1.875" X 1.625"

2.375" O.D.

2.25" X 1.70"

2.25" X 1.70"

2.875" O.D.

2.25" X 1.70"

1.66" O.D.

1.50" SQ.

1.625" X 1.50"

1.625" X 1.25"

MOLDED EXOTHERMIC

WELD OR APPROVED

CLAMP-TYPE FITTING OF

COPPER

3/4" DIA.

COPPER-CLAD

STEEL GROUND

ROD

#8 AWG SOLID

COPPER WIRE

3/8" CARRIAGE

BOLT W/PEENED

THREADS

9-GAGE STEEL

TIE WIRES

(2'-0" O.C. MAX.)

9-GAGE

STEEL TIE

WIRE (15"

O.C. MAX.

AND WITHIN

4" FROM TOP

AND BOTTOM

OF FABRIC)

9-GAGE STEEL

TIE WIRE (15"

O.C. MAX. AND

WITHIN 4" FROM

TOP AND

BOTTOM OF

FABRIC)

BARBED WIRE

(TYP.)

3/8" PLAIN PIN

RIVETED FLUSH

(TYP.)

3/8" PLAIN PIN RIVETED

FLUSH (TYP.)

TIE WIRES OR

CLIPS. (TYP.)

BOTTOM OF

FABRIC

CHAIN-LINK FABRIC (9

GAGE, 2" MESH)

TIE WIRES OR HOG

RINGS (TYP.)

TENSION BAR TO

ENGAGE EACH

FABRIC LINK

TRUSS ROD (3/8"

MIN. DIA.)

CORNER, END, OR

PULL POST

BARBED-WIRE APRON

ON EXTENSION ARMS

BOTTOM RAIL DETAIL

TRUSS ROD

(3/8" MIN. DIA.)

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND

METHODS OF INSTALLATION THAT COMPLY WITH THE

SPECIFICATIONS.

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK FABRIC

SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

3. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE

THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE TOP

OF THE FOUNDATION.

4. BOTTOM RAIL SHALL BE ATTACHED TO DOUBLE RAIL ENDS USING

3/8" CARRIAGE BOLTS AS SHOWN.

FENCE LEGEND:

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE

OUTRIGGER

TYPE FE7 - CHAIN-LINK FENCE W/BARBED-WIRE ON DOUBLE

OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON

DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON

SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND

BOTTOM TENSION WIRE, AND 84 INCH FABRIC WIDTH.

45° 45°

45°

45°

BOTTOM RAIL OR

TENSION WIRE

M

I N

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

TENSION BAND (15" O.C. MAX.

AND WITHIN 4" FROM TOP

AND BOTTOM OF FABRIC)

BARBED WIRE OR

TENSION WIRE

NOTE:

PROVIDE BRACE PANEL

WHENEVER STRAIGHT RUNS

EXCEED 500 FEET.

9-GAGE STEEL

TIE WIRES

(2'-0" O.C. MAX.)

TOP OR BRACE RAIL ATTACHMENT

FABRIC

1 1/2" MIN

2 1/2" MAX

1 1/2" MIN

2 1/2" MAX

TO BOTTOM

OF FABRIC

BOTTOM RAIL

OR TENSION

WIRE

CONCRETE BASE

LOCK PIN

(TYP.)

C402 t h o n y

L a n e

M i n n e a p o l i s

M

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FRAME AND COVER WITH CONCEALED PICK HOLES FOR

ROADWAY MAINTENANCE HOLES

ONE (MAXIMUM) REINFORCED CONCRETE ADJUSTING RING

2", 4" OR 6" THICK WITH FULL 3/8" BED OF MORTAR

PROVIDE 2 RINGS OF GASKET MATERIAL UNDER CASTING

PRECAST REINFORCED ECCENTRIC CONE AND RISER SECTIONS

AS REQUIRED

USE ONLY PRECAST SECTIONS. NO BRICK OR BLOCK

8" CAST IN-PLACE CONCRETE OR 6" PRECAST REINFORCED

CONCRETE (64" MINIMUM OD)

CEMENT MORTAR ALL AROUND

LEAN CONCRETE TO BEAR AGAINST FIRM UNDISTURBED SOIL

PROVIDE WATER TIGHT SLEEVE OR CAST-IN GASKET ALL PIPES

O-RING GASKET

12" WIDE POLYPROPYLENE ENCASED STEPS

FIRST LENGTH OF PIPE SHALL BE DUCTILE IRON PIPE OR

SDR 26 PVC FOR NEW CONNECTIONS

FOR CONNECTION TO EXISTING MH'S, CORE DRILL OPENING AND

PROVIDE TYPE B WATER TIGHT CONNECTOR

4" MINIMUM - SAND CUSHION

UNDISTURBED SOIL OR COMPACTED SUBGRADE

KEY NOTES:

NOTES:

TYPE A, B, OR C

PLAN

SECTION

5"

VARIES

10" MIN

M A

X

1'-0" 1'-0"

6'-0"

2'-3"

1. LIFTING HOLES WHICH PENETRATE THROUGH SECTION

WALLS ARE NOT PERMITTED

SEE

C401

C401

ONE ADJUSTING

RING, MAXIMUM

6" THICK (MAX)

PRECAST CONCRETE

CONE SECTION

WELD

TIE DOWN 3 THUS, 120°

APART, 5/8"x1'-0"

GALVANIZED BOLT

WITH TWO WASHERS

3/4" EYE BOLT WITH

1"Ø EYE

THREADED INSERT TO

ACCEPT A 3/4"Ø BOLT

RIM ELEVATION

SEE PROFILE

TIE DOWN 3 THUS, 120°

APART, 5/8"x8" GALVANIZED

BOLT WITH TWO WASHERS

3/4" EYE BOLT

WITH 1" DIAMETER

THREADED INSERT TO

ACCEPT A 3/4"Ø BOLT

SLOPE AWAY FROM STRUCTURE

MATCH EXISTING GRADE 4'

FROM STRUCTURE

PRECAST CONCRETE

CONE SECTION

NO ADJUSTING RINGS

WITH CASTING

NOTE:

2"

6" TO 1'-6"

TYPE B

TYPE A

C402

GRAVITY SEWER MH

NO SCALE

C402

MH CASTING ANCHORING

NO SCALE

C402

FE7 CHAIN-LINK SECURITY FENCE

NO SCALE

STRUCTURAL NOTES

S001 t h o n y

L a n e

M i n n e a p o l i s

M

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HALLWAY

MECH / ELEC

EMERGENCY

ROOM

DATA

HALLWAY

102A

VESTIBULE

SIPRNET

WOMEN

MEN

CLOSET

107A

RC3

RC3

RC3

RC3

RC2

RC2

1'-6"

4'-0"

1'-6"

4'-0"

S301

S301

S301

S301

S301

S301

S

4'-0"

5'-2"

22'-3 1/2"

70'-0"

12'-4" 1'-2" 52'-6"

4'-5"

25'-2"

69'-4"

TSE = 99'-0"

TSE = 100'-0"

CONTROL/CONSTRUCTION

JOINT

SEE DETAIL 5/S301

TSE = 99'-0"TSE = 100'-0"

1'-4"

TYP.

R

C

R

C

12'-2" 10'-0"

S301

O

C

C

T R

O

C

C

T R

O

C

C

T R

O

C

C

T R

O

C

C

T R

O

C

C

T R

R C

R C

R

C

R

C

RC4

WCJ

WCJ

WCJ

WCJ

WCJWCJ

WCJ

WCJ

WCJ

WCJWCJWCJ

WCJ

WCJ

DRILL AND ANCHOR (2) #5x2'-8" INTO THE

EXISTING FOOTING AND USE HIT HY 200

ADHESIVE WITH 6" EMBEDMENT BY HILTI

OR EQUAL TYPICAL WHERE NEW FOOTING

ABUTS EXISTING FOOTING.

RC2

RC2

FOUNDATION PLAN

1/4" = 1'-0"

S101 t h o n y

L a n e

M i n n e a p o l i s

M

N

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AT

IO

N

PL

AN

.dw g

NOTES:

1. TOP OF SLAB ELEVATION = 100'-0" U.N.O.

2. TYP. FLOOR SLAB SHALL BE 4" THICK CONC. REINFORCED W/ 4X4-W4.0XW4.0 WWF CTR IN THE SLAB.

3. TYP.WALL REINFORCING SHALL BE #5 @ 48" O.C. CTR IN THE WALL U.N.O.

4. REINFORCE CORES ON BOTH SIDES OF EVERY CTRL JOINT WITH 1 #5 FULL HEIGHT.

5. ON PLAN INDICATES WALL CONTROL JOINT IN THE 8" CMU WALLS.

6. WHEN A CORE CONTAINS TWO BARS, PLACE ONE BAR EACH FACE, PROVIDE 1/2" CLEARANCE BETWEEN FACE SHELL OF BLOCK AND THE REINFORCEMENT.

WCJ

WCJ

P

L A

N K

L1

4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

69'-4"

S302

S302

S301

S302

S302

L

L

S

L1

L1

S302

L

4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"

S U

P E

R I M

P O

S E

D

D

E S

I G

N

L

O A

D S

L

P

S F

P

S F

S E

E

D

E T

A I L

S

S

S

F

G

O

U T

I N

G

R

E Q

U I R

E M

E N

T

S201

ROOF PLAN

1/4" = 1'-0" t h o n y

L a n e

M i n n e a p o l i s

M

N

P

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NOTES:

1. ROOF WOOD TRUSSES WERE NOT SHOWN FOR CLARITY. REFER TO THE ARCHITECTURE DRAWINGS FOR TRUSS PITCH AND LAYOUT.

2. THE TRUSSES ARE SPACED @ 24" O.C. AND SHALL SPAN THE FULL WIDTH OF THE BUILDING.

3. ROOF DECK SHALL BE ATTACHED USING 8D NAILS WITH 6/12 PATTERN. PLYWOOD SHEET JOINTS SHALL BE STAGGERED.

16" CONC. WALL

SEE PLAN

(10" CONC. WALL

FOR BID ALT. #1)

TFE

SEE PLAN

TFE

SEE PLAN

SEE PLAN

FOR FOOTING

1'-6"

4'-0"

FREE

DRAINAGE

FILL

(2) #5 CONT.

GRADE

5" SLAB W/#4 @

12"o.c. E.W. CTR

IN THE SLAB

VOID

#5@18" O.C.

2'-0"

(2) #5 CONT.

8" CMU WALL

SEE PLAN

16" CONC. WALL

SEE PLAN

(10" CONC. WALL

FOR BID ALT. #1)

4" BRICK

INSUL.

SEE ARCH.

GRADE

8" WALL

SEE PLAN

8" CMU WALL

SEE PLAN

C L

R

3"

CLR

TSE

SEE PLAN

SLAB ON GRADE

SEE PLAN

BOND BREAKER

TFE

SEE PLAN

SEE PLAN

FOR FTG

CMU WALL REINF

SEE PLAN

PROVIDE DWLS TO MATCH

VERT WALL REINF

(3) #'5 EQ. SPACED

LAP LENGTH 3'-0"

#5 @18" O.C. DWLS

w/ 90° STD HOOK

BID ALT. #1 VINYL EXTERIOR

SIDING SEE ARCH. PLANS

CONTROL JT

CMU UNITS

NOTE:

1. SEE GENERAL NOTES FOR CMU WALL

CONTROL JT SPA REQUIREMENTS.

2. DISCONTINUE HORIZ WALL REINF @

CONTROL JT TYP

2'-0"

(2) #5 CONT.

8" WALL

SEE PLAN

16" CONC. WALL

SEE PLAN

(10" CONC. WALL

FOR BID ALT. #1)

4" CONCRETE SLAB

GRADE

(2) #5 CONT.

GRADE

SUSPENDED CEILING

TRUSS LAYOUT

BY MANUFACTURER

BOND BEAM

6" COMPACTED

ENGINEERED

GRANULAR BACKFILL

VAPOR BARRIER

INSUL. SEE ARCH.

4" BRICK

INSUL.

SEE ARCH.

L

A P

#4@18" O.C.

DWLS W/ STD

90° HOOK

(3) #5 EQ SPACED

LAP LENGTH 3'-0"

BID ALT. #1 VINYL EXTERIOR

SIDING SEE ARCH. PLANS

#5 @ 24" O.C.

EA. FACE

(2) #5 CONT.

1'-2"

CONSTRUCTION

JOINT

CONTROL

JOINT

" DEEP SAW CUT WITH

SOF-CUT SAW AT

CONSTRUCTION JOINT

IMMEDIATELY AFTER

FINISHING

D

TSE

SEE PLAN

WELDED WIRE FABRIC

(WWF) SEE PLAN

NOTES - TERMINATE

FABRIC AT JOINT

LOCATIONS TYP.

CONSTRUCTION JOINT DOWELS:

"D" = 4" SLAB OR LESS-

USE

"Ø x 2'-0" SMOOTH DWLS @

24" O.C. (GREASE ONE END)

"D" = 5" SLAB OR MORE-

USE

"Ø x 2'-0" SMOOTH DWLS @

24" O.C. (GREASE ONE END)

TSE

SEE PLAN

(2) #5 CONT.

1'-0"

GRADE

#4 @ 18" O.C.

EACH WAY

STOOP DETAIL

1/2" = 1'-0"

S301

FOUNDATION DETAIL

3/4" = 1'-0"

CMU WALL CONTROL JT. DETAIL

1/2" = 1'-0"

FLR. SLAB DETAIL @ RECESS FLR.

3/4" = 1'-0"

SECTION @ WALK WAY

3/4" = 1'-0"

CONTROL/CONSTRUCTION JOINT

1/2" = 1'-0" t h o n y

L a n e

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MECH. PAD DETAIL

1/2" = 1'-0"

JAMB SCHEDULE

NO. OF FULL HEIGHT

RC1

MARK

REINFORCEMENT

RC2

REMARKS

1 # 5 CTR

GROUTED CORES

(1) #5 O.C. CTR

NOTES:

1. ALL CORES BELOW LINTEL BEARING SHALL BE GROUTED SOLID WITH 1 #5 CONT.

3. WHEN A CORE CONTAINS TWO BARS, PLACE ONE BAR EACH FACE, PROVIDE 1/2"

CLEARANCE BETWEEN FACE SHELL OF BLOCK AND THE REINFORCEMENT.

2. FULL HEIGHT CORES ARE CORES ADJACENT TO LINTEL BEARING. THESE CORES SHALL

BE GROUTED FULL HEIGHT UP TO TOP OF WALL.

RC3

(2) #5 EA. CORE

RC4

(1) #5 EA. CORE

4" BRICK

WOOD TRUSS @ 24" O.C.

SEE ARCH.

1'-0"

INSUL.

SEE ARCH.

BID ALT. #1 VINYL EXTERIOR

SIDING SEE ARCH. PLANS

12" P.C. PLANK

GROUT (2) CORES ALONG THE PERIMETER

SEE PLAN

BOND BEAM

W/ (2) #5 CONT.

8" CMU

#4 DWLS @ 30" O.C. @ EAST WALL

20" O.C. OVER SOLID WALL OR

36" O.C. OVER OPNGS. @ WEST

WALL

(2) 2X8 TREATED SOUTHERN PINE W/

5/8" KWIK BOLT 3 @ 4'-0" O.C. CTR IN

THE 2X8 OR EQUAL. USE ADDITIONAL

BOLT AS NEEDED @ PLATE SPLICE

1"

8" CMU

BOND BEAM

W/ (2) #5 CONT.

NOTE TO GENERAL CONTRACTOR- .

NO NEW CONSTRUCTION ABOVE PRECAST BRG.

ELEVATION UNTIL ALL PRECAST HAS BEEN

ERECTED INTO PLACE. TYP ALL WALLS

WOOD TRUSS @ 24" O.C.

SEE ARCH.

1'-0"

BID ALT. #1 VINYL EXTERIOR

SIDING SEE ARCH. PLANS

4" BRICK

12" P.C. PLANK

GROUT PLANK CORE 1'-0" EA. END

SEE PLAN

8" BEARING (MIN) ON CONT.

PAD BY P.C. SUPPLIER

#4 DWLS @ 40" O.C.

1"

(2) 2X8 TREATED SOUTHERN PINE W/

5/8" KWIK BOLT 3 @ 4'-0" O.C. CTR IN

THE 2X8 OR EQUAL. USE ADDITIONAL

BOLT AS NEEDED @ PLATE SPLICE

CONTROL JT

@ SLIDING END

B-B

Sx

BRG PL

SEE PLAN

KEEPER BAR

x x0'-4" EA

SIDE OF BM @ SLIDING END

ONLY

LINTEL BM w/

CONT

" BOT PL

SEE PLAN

TYP

SEE PLAN

VERIFY OPN'G w/ARCH

TYP

8"

MIN

LINTEL BM W/

CONT

" BOT PL

SEE PLAN

2@12

BAR TO

BRG PL

ONLY

"Øx6" HS @

24" O.C.

GROUT SOLID

SUSPENDED CEILING

TRUSS LAYOUT

BY MANUFACTURER

WOOD TRUSS @ 24" O.C.

SEE ARCH.

1'-0"

8" BOND BEAM

8" CMU4" BRICK

INSUL.

SEE ARCH.

BID ALT. #1 VINYL EXTERIOR

SIDING SEE ARCH. PLANS

" ANCHOR BOLT @ 36" O.C.

S302

P.C. PLANK BEARING @ EDGE

3/4" = 1'-0"

P.C. PLANK BEARING @ END

3/4" = 1'-0" t h o n y

L a n e

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LINTEL DETAIL

3/4" = 1'-0"

ROOF @ HALLWAY

3/4" = 1'-0"

NOTES:

1. ALL STEEL LINTELS SHALL BE GRADE 50 KSI STEEL.

LINTEL SCHEDULE

SIZE

L1

MARK

BEARING PLATE

L2

REINFORCEMENT REMARKS

W8X18

3/8"X7"X8" W/ (2)

1/2" Ø X 6" HEADED STUDS

SEE DETAIL 4/S302

W8X10

3/8"X7"X8" W/ (2)

1/2" Ø X 6" HEADED STUDS

SEE DETAIL 4/S302

GENERAL NOTES

1) PORTIONS OF THE INFORMATION SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING DRAWINGS AND ON SITE OBSERVATIONS. DRAWINGS ARE NOT TO BE CONSTRUED AS "AS BUILT" CONDITIONS AND THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND ACTUAL INSTALLED CONDITIONS. SHOULD ANY

CONFLICTS ARISE BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON THE DRAWINGS, THE

CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SUCH CONFLICTS BEFORE PROCEEDING WITH THE WORK.

THESE DRAWINGS SHALL NOT BE SCALED FOR EXACT DIMENSIONS.

2) ALL WORK TO CONFORM TO STATE & LOCAL CODES.

3) ALL WORK TO BE PERFORMED TO INDUSTRY STANDARDS.

4) NO SUBSTITUTIONS WITHOUT OWNERS APPROVAL.

5) ALL EXPOSED SURFACES TO BE PREPARED TO RECEIVE NEW FINISHES.

6) SUB-CONTRACTORS ARE RESPONSIBLE TO REVIEW ALL CONSTRUCTION DRAWINGS, ELEVATIONS AND

DETAILS.

7) PATCH TO MATCH ADJACENT SURFACES WHERE DIMENSION OCCURS.

8) PROVIDE & INSTALL FIRE RETARDANT BLOCKING IN WALLS AS REQUIRED AT ALL AREAS WITH BUILT-IN

COUNTERS, SHELVING, CABINETS, ETC.

9) BEFORE STARTING ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE WORK PERFORMED BY OTHERS TO WHICH HIS WORK ADJOINS OR IS APPLIED & WILL REPORT TO THE OWNER ANY CONDITIONS THAT WILL

PREVENT SATISFACTORY ACCOMPLISHMENT OF HIS CONTRACT.

10) THE CONTRACTOR SHALL GIVE TO THE PROPER AUTHORITIES ALL NOTICED AS REQUIRED BY LAW &

OBTAIN ALL OFFICIAL BUILDING PERMITS.

11) CLEAN UP- UPON COMPLETION OF THE WORK, THE BUILDING, THE PREMISES & THE ADJOINING AREAS SHELL BE MADE NEAT, & THE TENANT SPACE DELIVERED CLEAN, WHOLE, TIGHT, & FIT FOR IMMEDIATE OCCUPANCY. EACH INDIVIDUAL CONTRACTOR IS RESPONSIBLE AFTER THEIR WORK COMPLETION TO CLEAN

UP & MAKE AREAS NEAT THAT WHERE AFFECTED BY THEIR WORK.

12) ANY PENETRATIONS THROUGH EXISTING FIRE RATED WALLS ARE TO BE SEALED WITH FIRESTOP CAULK AS PER CODE TO MAINTAIN THE SAME FIRE RATED SEPARATION. ALL SUB-CONTRACTORS RESPONSIBLE.

13) ALL DEMOLITION/CONSTRUCTION TO BE DONE IN AN ORDERLY MANNER TO MINIMIZE DISTURBANCE TO

EXISTING TENANTS.

14) DURING THE PROCESS OF DEMOLITION, CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXITS & RATED

CORRIDORS AS REQUIRED BY CODE FOR EMERGERCY EXITING.

CODE REVIEW

APPLICABLE CODES:

1. INTERNATIONAL BUILDING CODE 2012

2. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01 GENERAL BUILDING REQUIREMENTS

3. LIFE SAFETY: NFPA 101 - LIFE SAFETY CODE 2009 EDITION

THIS IS A NEW CONSTRUCTION. THE PERIMETER WALLS ARE MASONRY. THE ROOF STRUCTURE IS

CONCRETE DOUBLE T'S WITH LIGHT GAGE FRAMING TO CREATE THE PITCHED ROOF.

OCCUPANCY TYPE: B

TYPE OF CONSTRUCTION: TYPE II-B

TOTAL OCCUPANTS: 56

TOTAL SQ FOOTAGE: 3,912 SF

F = BUILDING PERIMETER FRONTS PUBLIC WAY OR OPEN SPACE >20' = 190'

P = ENTIRE PERIMETER = 309'

W = MINIMUM WIDTH OF PUBLIC WAY OR OPEN SPACE >30'

I(f) = (F/P-0.25)*W/30 = (190/309-0.25)*30/30 = 0.365 I(s) = 3, SPRINKLER SYSTEM, SINGLE STORY

BASED ON OCCUPANCY TYPE B, TYPE II - B CONSTRUCTION, ALLOWS FOUR STORIES, 23,000 S.F. PER

FLOOR (TABLE 503)

ALLOWABLE AREA = A(t)[1+I(f)+I(s)]=23,000*(1+0.365+3) = 100,395 S.F.> 3,912 S.F.

THIS BUILDING MEETS THE ALLOWABLE FLOOR AREA AND HEIGHT REQUIREMENTS.

FIRE AREA SEPARATION: 2 HOUR WALL BETWEEN EMERGENCY ROOM 102 AND HALLWAY 102A.

NUMBER OF EXITS FOR OPERATIONS ROOM: 2 REQUIRED, 2 PROVIDED

SPRINKLER SYSTEM: PROVIDE SPRINKLER SYSTEM THROUGH-OUT THE SPACE.

MINIMUM PLUMBING FIXTURES REQUIRED:

ACCORDING TO IBC TABLE 2902.1

OFFICE (28 MALE AND 28 FEMALE)

WATER CLOSETS, 1 PER 25 FOR THE FIRST 50, 1 PER 50 FOR THE REMAINDER EXCEEDING 50

2 REQUIRED FOR MALE, 2 PROVIDED

2 REQUIRED FOR FEMALE, 2 PROVIDED

LAVATORIES, 1 PER 40 FOR THE FIRST 80, 1 PER 80 FOR THE REMAINDER EXCEEDING 80

1 REQUIRED FOR MALE, 1 PROVIDED

1 REQUIRED FOR FEMALE, 1 PROVIDED

SERVICE SINK: 1 REQUIRED, 1 PROVIDED

DRINKING FOUNTAIN: 1 REQUIRED, 2 PROVIDED

FLOOR PLAN SYMBOL LEGEND

- FURNISHED BY CONTRACTOR, INSTALLED BY

CONTRACTOR

- FIRE EXTINGUISHER CABINET

A402

A402

A402

DETAIL REFERENCE

DETAIL NUMBER

SHEET NUMBER

SECTION REFERENCE

ELEVATION REFERENCE

A402

TITLE

SCALE = 1/8" = 1'-0"

DRAWING TITLE

DETAIL TITLE

SCALE

SHEET NUMBER

DOOR TYPES

WALL TYPE

KEY NOTES

REVISION TAG.

FEC

FCIC

REFLECTED CEILING PLAN LEGEND

2'-0" X 2'-0" SUSPENDED

ACCOUSTICAL TILE CEILING

GYPSUM BOARD CEILING

EMERGENCY LIGHT

DIFFUSER & GRILL

EXHAUST UP

ACCESS PANEL

2'-0" X 2'-0" LED

EXIT SIGN

SMOKE DETECTOR

SPRINKLER HEAD RECESSED

CARBON MONOXIDE DETECTOR

S

SPRINKLER HEAD EXPOSED

CO

2'-0" X 4'-0" LIGHT

R

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USE ONLY

FOR OFFICIAL

USE ONLY

G E N E R A L

N O T E S C O D E

R E V

IE

W

S Y M B O L S L E G E N D

A001 12 44

FD

FD

A301 4

A301

A3011

A301

A401

A401

69' - 4"

RECESSED FLOOR FOR

RAISED FLOOR SYSTEM

7'

2" HALLWAY

MECH / ELEC

EMERGENCY

ROOM

7'

8"

DATA

MOP SINK

HIGH-LOW

DRINKING

FOUNTAINS

RECONFIGURE

EXISTING

CHAIN LINK

FENCE

BULLET-PROOF

TRANSACTION

WINDOW, 48"

X 48", FIELD

VERIFY

HALLWAY

102A

A701

8'

9"

0"

13' - 4 11/16"

A701

A701 8

107A

1' - 11 13/16"

3'

0"

ATTIC ACCESS

IN DOUBLE T

5'

0"

15' - 0 9/16"

4'

1" 6'

4"

6'

4"

4 4

105A

6' - 3 7/8" 6' - 7 13/16"

QAE

QAE

CONF.

RECEPTION

CONTROL

A301

A301

A301

5' - 9 13/16"

1'

6" 3'

0"

6" VESTIBULE

102A

SIPRNET

WOMEN

MEN

5"

5"

2" 3' - 4"

4" 3'

4"

4" 3'

4"

7'

0" 5'

5"

5' - 0" 1" 3' - 0" 1" 5' - 0 1/16"

4'

2'

0"

7'

0"

2" 3' - 4"

1' - 6"

5' - 3 7/8"

4" 3'

0"

2'

4'

0"

2'

1' - 11 13/16"

MOP BUCKET

21"X16"

(BY GOVERNMENT)

CLOSET

107A

5' - 0" 1" 3' - 0" 1" 5' - 0 3/8"

3'

0" 4"

1' - 6

4' - 0"

1' - 4"

A403

A403

A403

A403

A403

A404

102B

8" 3' - 4"

8"

3' - 4"

5' - 1 0"

25' - 2 1/16"

8' - 4

4' - 0

4' - 0"

7'

8" 7'

8"

4' - 0"

2' - 0"

4' - 8" 1' - 1 1/8"

9' - 11"

22' - 3 3/4"

4' - 8"

4'

0"

A404

A601

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FOR OFFICIAL

USE ONLY

F L O O R

P L A N

1/4" = 1'-0"1 FLOOR PLAN

A101 13 44

A301 4

A301

A3011

A301

A401

A401

PRE- FINISHED STANDING

SEAM METAL ROOF

PRE- FINISHED HIP

CAP

PRE- FINISHED VENTED

RIDGE CAP

PRE- FINISHED STANDING

SEAM METAL ROOF

LINE OF EXTERIOR

WALL BELOW

PRE-FINISHED 3"X6"

METAL DOWNSPOUT

WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

SLOPE

4 : 12

SLOPE

4 : 12

SL

O

PE

: 1

SL

O

PE

: 1

PRE- FINISHED HIP

CAP

SNOW BARS - SNOW GUARDS.

SNOW BARS - SNOW GUARDS.SNOW BARS - SNOW GUARDS.

SNOW BARS - SNOW GUARDS.

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

GUTTER

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

GUTTER

PRE-FINISHED METAL

GUTTER

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X4" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

A301

A301

A301

4" VTR, SEE

PLUMBING

A202

A202

TYP.

A202

TYP.

A202

TYP. 1

A202

TYP.

EXISTING SHINGLE

ROOFING

NEW PRE-FIN. METAL

VALLEY FLASHING

TO CONNECT NEW

METAL ROOFING TO

EXISTING SHINGLE

ROOFING

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A202

TYP.

A403

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

ROOF TIE DOWN

ANCHOR TO

ROOF TRUSS

PRE-FINISHED

3"X6" METAL

DOWNSPOUT

WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED

3"X6" METAL

DOWNSPOUT

WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

PRE-FINISHED 3"X6" METAL

DOWNSPOUT WITH CONCRETE

SPLASH BLOCK

14' - 1"

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FOR OFFICIAL

USE ONLY

1/4" = 1'-0"1 ROOF PLAN

R O O F

P L A N

A201 14 44

CLOSURE IF REQUIRED

BY MANUFACTURER

ROOF DECK(SEE SPECS

FOR TYPE)

ICE-DAM PROTECTION

MEMBRANE

UNDERLAYMENT

METAL ROOF PANEL

RAKE FLASHING

COUNTERFLASHING OR SIDING

SLOPE SLOPE

SLOPE

ZEE CLOSURE

TAPE SEALANT

SHEET METAL HIP CAP

TURN PANEL PAN UP

METAL ROOF PANEL

UNDERLAYMENT

ICE-DAM PROTECTION

MEMBRANE

WOOD TRUSSES

EQUIPMENT SUPPORT

STAND/VANT STACK

SEALANT BEAD

BETWEEN PIPE AND

FLASHING TOOLED TO

FACILITATE RUNOFF

PREFORMED

PENETRATION

FLASHINGS

METAL ROOF PANEL

GASKETED FASTENERS

SECURE FLASHING

COLLAR FLANGE TO

ROOF PANEL AND NOT

TO DECK SO AS NOT TO

FIX PANEL AT

PENELTRATION

SLOPE

STAINLESS STEEL

DRAWBAND

SET SECUREMENT RING IN

CONTINUOUS BEAD OF

SEALANT

ROOF DECK(SEE

SEPECS FOR TYPE)

ICE-DAM PROTECTION

MEMBRANE (CENTERED

ON PENETRATION)

UNDERLAYMENT

UNDERLAYMENT

ICE-DAM PROTECTION MEMBRANE

(EXTEND MIN. 36" BEYOND INTERIOR WALL)

PLYWOOD DECK

ICE DAM

WOOD TRUSSES

PLYWOOD DECK

WOOD FASCIA BOARD

CONTINUOUS

GUTTER CLEAT

GUTTER

GUTTER

SPACER

GUTTER CLEAT

PRE -FIN. METAL GUTTER,

THE FRONT OF THE GUTTER

SHOULD BE A MINIMUM 1"

LOWER THAN THE BACK TO

ALLOW OVERFLOW

GUTTER BRACKET SUPPORT

(SECURE WITH 2 FASTENERS)

PRE-FINISHED ALUMINUM FASCIA

TURN PANEL UP

ALONG RIDGE

SHEET METAL RIDGE

CAP

HEAVY GAGE

PERFORATED METAL

CONTINUOUS ZEE SET

IN SEALANT

SLOPE

PLYWOOD DECK

ICE-DAM PROTECTION

MEMBRANE

UNDERLAYMENT

METAL ROOF PANEL

STAINLESS STEEL BOLT

AND WASHER

STANDING SEAM

METAL ROOF

UTILITY CLAMP

STAINLESS STEEL SET

SCREW

CROSS MEMBER

CROSS MEMBER

SLOPE

CROSS MEMBER

UTILITY CLAMP

PREFINISHED COLOR

STRIP

4 : 1 2 4 : 12

4 : 12

4 : 1

4 : 1 2 4 : 1

ROOF TO WALL TRANSITION (RAKE) HIP CAP FLASHING STACK VENT FLASHING

DOWNSLOPE EDGE WITH GUTTER RIDGE CAP (VENTING) SNOW GUARD DETAIL

1" = 1'-0" 1" = 1'-0" 1" = 1'-0"

1" = 1'-0" 1" = 1'-0" 1" = 1'-0"

1 2 3

4 5 6

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USE ONLY

R O O F

D E T A

IL

S

A202 15 44

T.O. CONC.FLOOR

0"

A401

T.O. CMU

16' - 0"

STANDING SEAM

METAL ROOFING

METAL FASCIA

UTILITY

FACE BRICK

" CONCRETE

SPLASH BLOCK

CONCRETE

SPLASH BLOCK

PRE- FINISHED

METAL GUTTER

SNOW BARS- SNOW GUARD

FOOTING AND FOUNDATION WALLS,

(SEE STRUCTURAL)

3'

4" 8"

5'

4" 5'

4"

8" 8"

2 COURSE FACE

BRICK(ACCENT

COLOR)

CJ CJ CJ CJ

5'

0"

8'

0"

T.O. CONC.FLOOR

0"

T.O. CMU

16' - 0"

A401

STANDING SEAM

METAL ROOFING

METAL FASCIA

UTILITY

FACE

BRICK

CONCRETE

SPLASH BLOCK

CONCRETE

SPLASH BLOCK

3'

4" 8"

5'

4" 8"

5'

4"

FOOTING AND FOUNDATION WALLS

(SEE STRUCTURAL)

SNOW BARS- SNOW GUARD

PRE-FINSIHED

METAL

DOWN SPOUT

PRE-FINSIHED

METAL

DOWN SPOUT

PRE-FINSIHED METAL

DOWN SPOUT

2 COURSE FACE BRICK

(ACCENT COLOR)

STANDING SEAM

METAL ROOFING

CJ CJ CJ CJ

CJ

CJ

5'

0"

EXISTING BUILDING

EXTERIOR

LIGHT,

SEE ELEC.

PRE-FINSIHED

METAL

DOWN SPOUT

CONCRETE

SPLASH BLOCK

T.O. CONC.FLOOR

0"

T.O. CMU

16' - 0"

A401

STANDING SEAM

METAL ROOFING

METAL FASCIA

STANDING SEAM

METAL ROOFING

METAL FASCIA

FOOTING AND FOUNDATION WALLS,

(SEE STRUCTURAL)

UTILITY FACE

BRICK

H.M. DOOR

AND FRAME

STANDING SEAM

METAL ROOFING

CONCRETE

SPLASH BLOCK

PRE- FINISHED

METAL

DOWNSPOUT

PRE- FINISHED

METAL GUTTER

3'

4" 8"

5'

4" 5'

4"

2 COURSE FACE BRICK

(ACCENT COLOR)

CJ CJ CJ CJ

CJCJ

CJ

UTILITY

FACE

BRICK

EXISTING

ASPHALT

ROOFING

5'

0"

A403

A403 3

A403

CJCJ

T.O. CONC.FLOOR

0"

T.O. CMU

16' - 0"

STANDING SEAM

METAL ROOFING

METAL FASCIA

UTILITY

FACE BRICK

H.M. DOORS

AND FRAMES

FOOTING AND FOUNDATION

WALLS, (SEE STRUCTURAL)

PRE-FIN. MTL

DOWNSPOUT

PRE- FINISHED

METAL GUTTER

PRE- FINISHED

METAL GUTTER

8"

5'

4"

8"

5'

4"

2 COURSE FACE BRICK

(ACCENT COLOR)

SNOW BARS -SNOW GUARD

CJCJCJCJ CJ

5'

0" 3'

4"

CJ CJ CJ CJ

CONCRETE

SPLASH BLOCK

EXTERIOR LIGHT,

SEE ELEC.

T.O. CONC.FLOOR

0"

CJCJ CJ

STANDING SEAM

METAL ROOFING

UTILITY FACE BRICK

EXTERIOR LIGHT, SEE ELEC.

H.M. DOOR AND FRAME

T.O. CONC.FLOOR

0"

CJ

PRE-FIN.

METAL

DOWNSPOUT

UTILITY

FACE

BRICK

CONCRETE

SPLASH

BLOCK

STANDING

SEAM METAL

ROOFING

T.O. CONC.FLOOR

0"

STANDING

SEAM METAL

ROOFING

PRE-FIN.

METAL

DOWNSPOUT

CONCRETE

SPLASH

BLOCK

CONTROL JOINT

UTILITY FACE BRICK

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ST

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U C

T

IN

ST

AL

LA

TI

O N

EM

ER

G E N

C Y

O

PE

R A T

IO

N

C

EN

T E R

FO

R

T M c C O

Y.

W

IS

C

O N

SI

N

G O

9J

Da te:

Re v.

5/1 8/ 2

W or k O rd er

N um be r:

De sig n by

Dw n by

Re vie we d by

Su bm itte d by :Ck d b y:

F.

D

F.

D

F.

D

SHEET

NUMBER :

MO

D

DA

TE

Pr oje ct N um be r :

of

A B C D E F G H

SHEET

FO

RT

M cC

OY

DI

RE

CT

OR

AT

E

OF

P

UB

L IC

W

OR

KS

S

OU

TH

8T

H

ST

RE

E T

FO

RT

M cC

OY

, W

I 5

A nt ho n y

L an e M in n e ap ol is , M

N

P:

-4

-3

F : 6

-4

-3

-0

1 8 -1

GO

0 9

J

Pl ot d at e

Pl ot s ca le

- 0

-1

0 3

FI

NA

L C

ON

ST

R U

CT

IO

N P L

AN

S

N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

E X T E R

IO

R

E L E V A T

IO

N S

1/8" = 1'-0"1 EAST ELEVATION (BASE BID)

1/8" = 1'-0"2 NORTH ELEVATION (BASE BID)

1/8" = 1'-0"3 SOUTH ELEVATION (BASE BID)

1/8" = 1'-0"4 WEST ELEVATION (BASE BID)

1/8" = 1'-0"5 Elevation 2 - a 1/8" = 1'-0"6 Elevation 3 - a

1/8" = 1'-0"7 Elevation 4 - a

A301 16 44

T.O. CONC.FLOOR

0"

T.O. CMU

16' - 0"

A401

PRECAST CONCRETE

PLANK, SEE STRUCT.

WOOD TRUSS

6' W X 4' H

LCD MONITOR

NOT IN CONTRACT

ACT

RAISED FLOOR

SYSTEM

A402

4" FACE BRICK

2" AIR SPACE

2" RIGID INSULATION

LIQUID APPLIED WATERPROOFING

8" CMU

2" Z CHANNEL AT 24" O.C.

VAPOR BARRIER

5/8" GYPSUM BOARD

BATT INSUL,

MINIMUM R-49

W / VAPOR

BARRIER

2" RIGID INSULATION

2" RIGID INSULATION

9'

0"

6"

T.O. CONC.FLOOR

0"

A401

T.O. CMU

16' - 0"

PRECAST CONCRETE

PLANK, SEE STRUCT.

WOOD TRUSS

ACT

RAISE FLOOR

SYSTEM

6' W X 4' H

LCD MONITOR

NOT IN CONTRACT

10' W X 5' H

LCD MONITOR

NOT IN CONTRACT

BATT INSUL.

MINIMUM R-49

W / VAPOR

BARRIER

2" RIGID INSULATION

2" RIGID INSULATION

A402

A403

4" FACE BRICK

2" AIR SPACE

2" RIGID INSULATION

LIQUID APPLIED WATERPROOFING

8" CMU

2" Z CHANNEL AT 24" O.C.

VAPOR BARRIER

5/8" GYPSUM BOARD

R

R

A B C D E F G H

D P W F O R T M c C O Y, W I

MO

D

RE

QU

ES

T

D

ES

C R

IP

TI

ON

MA

R K C

O N

ST

R

U C

T

IN

ST

AL

LA

TI

O N

EM

ER

G E N

C Y

O

PE

R A T

IO

N

C

EN

T E R

FO

R

T M c C O

Y.

W

IS

C

O N

SI

N

G O

9J

Da te:

Re v.

5/1 8/ 2

W or k O rd er

N um be r:

De sig n by

Dw n by

Re vie we d by

Su bm itte d by :Ck d b y:

F.

D

F.

D

F.

D

SHEET

NUMBER :

MO

D

DA

TE

Pr oje ct N um be r :

of

A B C D E F G H

SHEET

FO

RT

M cC

OY

DI

RE

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OR

AT

E

OF

P

UB

L IC

W

OR

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S

OU

TH

8T

H

ST

RE

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FO

RT

M cC

OY

, W

I 5

A nt ho n y

L an e M in n e ap ol is , M

N

P:

-4

-3

F : 6

-4

-3

-0

1 8 -1

GO

0 9

J

Pl ot d at e

Pl ot s ca le

- 0

-1

0 3

FI

NA

L C

ON

ST

R U

CT

IO

N P L

AN

S

N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

B L D G

S E C T

IO

N S

1/4" = 1'-0"1 BUILDING SECTION - LONGITUDINAL

1/4" = 1'-0"2 BUILDING SECTION - CROSS

A401 17 44

POURED CONCRETE FOOTING - REFER TO STRUCTURAL

16" CMU FOUNDATION WALL - REFER TO STRUCTURAL

POURED CONCRETE STOOP

CONCRETE SLAB ON GRADE

8" CMU WITH HORIZONTAL REINFORCING @ 8" O.C. - REFER TO

STRUCTURAL DRAWINGS FOR VERTICLE REINFORCING

8" SMOOTH FACE BOND BEAM

FACE BRICK - UTILITY SIZE

GROUT SOLID

WEEP VENTILATORS @ 32" O.C. TYP.

STEEL BEAM - REFER TO STRUCTURAL

STEEL LINTEL - REFER TO STRUCTURAL

COMPACTED FILL

2" RIGID PERIMETER INSULATION (R-VALUE PER INCH = 5 MIN.)

1" RIGID SLAB EDGE INSULATION (R-VALUE PER INCH = 5 MIN.)

2" RIGID WALL INSULATION

AIR/VAPOR BARRIER

THRU-WALL FLASHING

2" Z CHANNEL @ 24" O.C

5/8" GYPSUM BOARD

2" AIR SPACE

ACCOUSTICAL CEILING TILES

5/8" EXT GRADE PLYWOOD SHEATHING

1X10 FASCIA BOARD

PROPER VENTS - LOCATED EVERY TRUSS CAVITY

ICE AND WATER SHEILD - TO EXTEND MIN OF 36" BEYOND

EXTERIOR WALL

PREFINISHED STANDING SEAM METAL ROOF

PRE-FINISHED VENTED RIDGE CAP

PRE-FINISHED HIP CAP

PREFINISHED METAL DRIP EDGE

PRE-FINISHED METAL. FASCIA/CLADDING

PRE-FINISHED VENTED ALUM SOFFIT

PRE-FINISHED 8" METAL. BOX GUTTER

PRE-ENGINEERED ROOF TRUSSES

BLOK-FLASH THRU-WALL FLASHING BY MORTAR NET LTD

6" GRANULAR FILL

KEYNOTES

T.O. CONC.FLOOR

0"

T.O. CMU

16' - 0"

1'

0"

A404

6"

CONCRETE

SALB ON GRADE

RAISED FLOOR

SYSTEM

-3

A404

T.O. CONC.FLOOR

0"

T.O. CMU

16' - 0"

A404

A404

6"

CONCRETE SLAB

ON GRADE

9'

0"

T.O. CONC.FLOOR

0"

T.O. CMU

16' - 0"

1'

0"

6"

RAISED FLOOR

SYSTEM

CONCRETE

SLAB ON GRADE

-4

A404

A404

R

R

A B C D E F G H

D P W F O R T M c C O Y, W I

MO

D

RE

QU

ES

T

D

ES

C R

IP

TI

ON

MA

R K C

O N

ST

R

U C

T

IN

ST

AL

LA

TI

O N

EM

ER

G E N

C Y

O

PE

R A T

IO

N

C

EN

T E R

FO

R

T M c C O

Y.

W

IS

C

O N

SI

N

G O

9J

Da te:

Re v.

5/1 8/ 2

W or k O rd er

N um be r:

De sig n by

Dw n by

Re vie we d by

Su bm itte d by :Ck d b y:

F.

D

F.

D

F.

D

SHEET

NUMBER :

MO

D

DA

TE

Pr oje ct N um be r :

of

A B C D E F G H

SHEET

FO

RT

M cC

OY

DI

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OR

AT

E

OF

P

UB

L IC

W

OR

KS

S

OU

TH

8T

H

ST

RE

E T

FO

RT

M cC

OY

, W

I 5

A nt ho n y

L an e M in n e ap ol is , M

N

P:

-4

-3

F : 6

-4

-3

-0

1 8 -1

GO

0 9

J

Pl ot d at e

Pl ot s ca le

- 0

-1

0 3

FI

NA

L C

ON

ST

R U

CT

IO

N P L

AN

S

N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

1/2" = 1'-0"2 WALL SECTION (BASE BID)

1/2" = 1'-0"1 WALL SECTION (BASE BID)

1/2" = 1'-0"3 WALL SECTION (ALTERNATE NO.1)

A402 18 44

W A L L

S E C T

IO

N S

VINYL SIDING

5/8" FIRE TREATED

OSB BOARD

BUILDING WRAP

2" RIGID INSULATION

2" 16 GAUGE

Z CHANNEL AT 16" O.C.

POURED CONCRETE STOOP

CONCRETE SLAB ON GRADE

8" CMU WITH HORIZONTAL REINFORCING @ 8" O.C. - REFER TO

STRUCTURAL DRAWINGS FOR VERTICLE REINFORCING

8" SMOOTH FACE BOND BEAM

FACE BRICK - UTILITY SIZE

GROUT SOLID

WEEP VENTILATORS @ 32" O.C. TYP.

STEEL BEAM - REFER TO STRUCTURAL

STEEL LINTEL - REFER TO STRUCTURAL

COMPACTED FILL

2" RIGID PERIMETER INSULATION (R-VALUE PER INCH = 5 MIN.)

1" RIGID SLAB EDGE INSULATION (R-VALUE PER INCH = 5 MIN.)

2" RIGID WALL INSULATION

AIR/VAPOR BARRIER

THRU-WALL FLASHING

2" Z CHANNEL @ 24" O.C

5/8" GYPSUM BOARD

2" AIR SPACE

ACOUSTICAL CEILING TILES

5/8" EXT GRADE PLYWOOD SHEATHING

1X10 FASCIA BOARD

PROPER VENTS - LOCATED EVERY TRUSS CAVITY

ICE AND WATER SHEILD - TO EXTEND MIN OF 36" BEYOND

EXTERIOR WALL

PREFINISHED STANDING SEAM METAL ROOF

PRE-FINISHED VENTED RIDGE CAP

PRE-FINISHED HIP CAP

PREFINISHED METAL DRIP EDGE

PRE-FINISHED METAL. FASCIA/CLADDING

PRE-FINISHED VENTED ALUM SOFFIT

PRE-FINISHED 8" ALUM. BOX GUTTER

PRE-ENGINEERED ROOF TRUSSES

MORTAR NET

6" GRANULAR FILL

KEYNOTES

T.O. CONC.FLOOR

0"

WOOD FASCIA

BOARD

EXTEND RIGID

INSULATION

HORIZONTALLY

48" MIN. WHERE

THERE IS NO FURR-OUT

WALL.

VAPOR BARRIER

R49 BATT INSULATION

ACT

8'

0"

WOOD BLOCKING

WOOD BEAM

1' - 0"

A404

SIM

T.O. CONC.FLOOR

0"

STEEL LINTEL

SEE STRUCT.

STEEL PLATE

SEE STRUCT.

R49 BATT INSULATION

VAPOR BARRIER

ACT

R49 BATT INSULATION

2X8 SILL PLATE

WEEP ROPE

BRICK VENT

8'

0"

3 5/8" METAL

STUDS

1' - 0"

WOOD STUD FRAMING

T.O. CONC.FLOOR

0"

REFER TO 1/A402 FOR

TYPICAL NOTES AND

DIMENSIONS

M

AT

C H

S O

FF

IT

H

EI

G H

T O

F

EX

IS

TI

N G

B U

IL

D

IN

G

EXTEND RIGID INSULATION

HORIZONTALLY 48" MIN. WHERE

THERE IS NO FURR-OUT WALL.

VAPOR BARRIER

R49 BATT INSULATION

WOOD TRUSS

ACT

(V

ER

IF

Y)

1' - 0"

2X8 SILL PLATE

FIRE CAULK

A404

SIM

T.O. CONC.FLOOR

0"

REFER TO 1/A402 FOR

TYPICAL NOTES AND

DIMENSIONS

EXTEND RIGID INSULATION

HORIZONTALLY 48" MIN. WHERE

THERE IS NO FURR-OUT WALL.

VAPOR BARRIER

R49 BATT INSULATION

WOOD TRUSS

ACT

1' - 0"

FIRE CAULK

2X8 SILL PLATE

A404

SIM

WEEP ROPE

BRICK VENT

THRU-MEMBRANE

FLASHING OVERLAP

WITH ROOF

MEMBRANE FLASHING

MINIMUM 6"

PREFIN. METAL

FLAHING

2626 2625

1' - 0"

R

R

A B C D E F G H

D P W F O R T M c C O Y, W I

MO

D

RE

QU

ES

T

D

ES

C R

IP

TI

ON

MA

R K C

O N

ST

R

U C

T

IN

ST

AL

LA

TI

O N

EM

ER

G E N

C Y

O

PE

R A T

IO

N

C

EN

T E R

FO

R

T M c C O

Y.

W

IS

C

O N

SI

N

G O

9J

Da te:

Re v.

5/1 8/ 2

W or k O rd er

N um be r:

De sig n by

Dw n by

Re vie we d by

Su bm itte d by :Ck d b y:

F.

D

F.

D

F.

D

SHEET

NUMBER :

MO

D

DA

TE

Pr oje ct N um be r :

of

A B C D E F G H

SHEET

FO

RT

M cC

OY

DI

RE

CT

OR

AT

E

OF

P

UB

L IC

W

OR

KS

S

OU

TH

8T

H

ST

RE

E T

FO

RT

M cC

OY

, W

I 5

A nt ho n y

L an e M in n e ap ol is , M

N

P:

-4

-3

F : 6

-4

-3

-0

1 8 -1

GO

0 9

J

Pl ot d at e

Pl ot s ca le

- 0

-1

0 3

FI

NA

L C

ON

ST

R U

CT

IO

N P L

AN

S

N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

1/2" = 1'-0"1 WALL SECTION (BASE BID)

1/2" = 1'-0"2 WALL SECTION(BASE BID)

1/2" = 1'-0"3 WALL SECTION (BASE BID)

1/2" = 1'-0"4 WALL SECTION AT HALL WAY 101

1" = 1'-0"5 WALL SECTION AT HALL WAY 102A

A403 19 44

W A L L

S E C T

IO

N

POURED CONCRETE STOOP

CONCRETE SLAB ON GRADE

8" CMU WITH HORIZONTAL REINFORCING @ 8" O.C. - REFER

TO STRUCTURAL DRAWINGS FOR VERTICLE REINFORCING

8" SMOOTH FACE BOND BEAM

FACE BRICK - UTILITY SIZE

GROUT SOLID

WEEP VENTILATORS @ 32" O.C. TYP.

STEEL BEAM - REFER TO STRUCTURAL

STEEL LINTEL - REFER TO STRUCTURAL

COMPACTED FILL

2" RIGID PERIMETER INSULATION (R-VALUE PER INCH = 5 MIN.)

1" RIGID SLAB EDGE INSULATION (R-VALUE PER INCH = 5 MIN.)

2" RIGID WALL INSULATION

AIR/VAPOR BARRIER

THRU-WALL FLASHING

2" Z CHANNEL @ 16" O.C

5/8" GYPSUM BOARD

2" AIR SPACE

ACCOUSTICAL CEILING TILES

5/8" EXT GRADE PLYWOOD SHEATHING

1X10 FASCIA BOARD

PROPER VENTS - LOCATED EVERY TRUSS CAVITY

ICE AND WATER SHEILD - TO EXTEND MIN OF 36" BEYOND

EXTERIOR WALL

PREFINISHED STANDING SEAM METAL ROOF

PRE-FINISHED VENTED RIDGE CAP

PRE-FINISHED HIP CAP

PREFINISHED METAL DRIP EDGE

PRE-FINISHED ALUM. FASCIA/CLADDING

PRE-FINISHED VENTED ALUM SOFFIT

PRE-FINISHED 8" ALUM. BOX GUTTER

PRE-ENGINEERED ROOF TRUSSES

MORTAR NET

6" GRANULAR FILL

VINYL LAP SIDING

KEYNOTES

T.O. CMU

16' - 0"

PRECAST CONCRETE

PLANK

BOND BEAM,

SEE STRUCT.

R49 BATT INSULATION

LIQUID APPLIED

AIR BARRIER

SHEET METAL

INSULATION

RETAINER

LIQUID APPLIED AIR BARRIER

2X8 SILL PLATES

UNDERLAYMENT

T.O. CMU

16' - 0"

R49 BATT INSULATION

SHEET METAL

INSULATION

RETAINER

LIQUID APPLIED

AIR BARRIER

PRECAST CONCRETE

PLANK, SEE STRUCT.

LIQUID APPLIED

AIR BARRIER

5 2X8 SILL PLATES

UNDERLAYMENT

T.O. CONC.FLOOR

0"

THRU-WALL FLASHING,

EXTEND UP 16"

EXTEND RIGID INSULATION

8" ABOVE FINISH FLOOR

ROPE WEEP

LIQUID-APPLIED

AIR BARRIER

PRECAST CONCRETE

PLANK, SEE STRUCT.

2X8 SILL PLATES

R49 BATT INSULATION

VAPOR BARRIER

5/8" OSB

SHEET METAL

INSULATION

RETAINER

BUILDING WRAP

EXTEND MEMBRANE

FLASHING UP 16"

PRE-FIN METAL

FLASHING

5/8" OSB

LIQUID APPLIED

WATERPROOFING

FROM 16" ABOVE

TO 2' BELOW

FINISH FLOOR

RAISED FLOOR

SYSTEM

EXTEND RIGID

INSULATION 8" ABOVE

FINISH FLOOR

BUILDING

WRAP

4" 2" 2" 8"

HOLLOW METAL

FRAME

INSULATED HOLLW

METAL DOOR

SEALANT ON

BOTH SIDES

4"

3-5/8" STEEL

STUD

90 MIN.

FIRE RATED

HOLLOW METAL

FRAME

90 MIN.

FIRE RATED

WOOD DOOR

R

R

A B C D E F G H

D P W F O R T M c C O Y, W I

MO

D

RE

QU

ES

T

D

ES

C R

IP

TI

ON

MA

R K C

O N

ST

R

U C

T

IN

ST

AL

LA

TI

O N

EM

ER

G E N

C Y

O

PE

R A T

IO

N

C

EN

T E R

FO

R

T M c C O

Y.

W

IS

C

O N

SI

N

G O

9J

Da te:

Re v.

5/1 8/ 2

W or k O rd er

N um be r:

De sig n by

Dw n by

Re vie we d by

Su bm itte d by :Ck d b y:

F.

D

F.

D

F.

D

SHEET

NUMBER :

MO

D

DA

TE

Pr oje ct N um be r :

of

A B C D E F G H

SHEET

FO

RT

M cC

OY

DI

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CT

OR

AT

E

OF

P

UB

L IC

W

OR

KS

S

OU

TH

8T

H

ST

RE

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FO

RT

M cC

OY

, W

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A nt ho n y

L an e M in n e ap ol is , M

N

P:

-4

-3

F : 6

-4

-3

-0

1 8 -1

GO

0 9

J

Pl ot d at e

Pl ot s ca le

- 0

-1

0 3

FI

NA

L C

ON

ST

R U

CT

IO

N P L

AN

S

N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

1" = 1'-0"1

WALL SECTION DETAIL-

PERPENDICULAR TO DOUBLE T (BASE

BID)

1" = 1'-0"2

WALL SECTION DETAIL - PARALLEL TO

DOUBLE T (BASE BID)

1" = 1'-0"3 WALL BASE AT EXTERIOR (BASE BID)

1" = 1'-0"4

WALL SECTION DETAIL-

PERPENDICULAR TO DOUBLE T

(ALTERNATE NO. 1)

1" = 1'-0"5

WALL BASE AT EXTERIOR (ALTERNATE

NO. 1)

1" = 1'-0"

DOOR FRAME DETAIL

6 A404 20 44

S E C T

IO

N

D E T A

IL

1 1/2" = 1'-0"7 FLOOR PLAN - Callout 1

1 2 3

4 5

6"

4" 2" 2" 8"

4" 2" 2" 8"

16 GA RECEPTACLE

TRACK

3 5/8"

1316 GA RECEPTACLE

TRACK

3 5/8"

16 GA RECEPTACLE

TRACK

3 5/8"

6"

4" 2" 2" 8"

CONCRETE FLOOR CONCRETE FLOOR CONCRETE FLOOR

CONCRETE FLOOR CONCRETE FLOOR CONCRETE FLOOR

6 6

NOTE :

MOISUTURE

RESISTANT GYP.

BD.AT R104 & R106

GENERAL NOTE

1. ALL STUD WALLS TO EXTEND TO BOTTOM OF PRECAST CONRETE PLANK, U.N.O.

KEYNOTES

FACE BRICK.

AIR SPACE.

2" RIGID INSULATION.

WATER PROOFING.

8" CMU.

PRECAST CONCRETE PLANK.

2" Z CHANNEL AT 2' O.C.

3 5/8" METAL STUDS.

5/8" GYPSUM BOARD.

5/8" MOISTURE RESISTANT GYPSUM BOARD.

SOUND BATT. INSULATION.

ACUSTIC CEILING TILES.

CEILING SUSPENSION WIRE.

4"

MTL STUDS - SEE

PLAN FOR WALL

TYPES

5/8" GYPSUM

BOARD

RECESSED

CABINET

ASSEMBLY

MTL STUDS - SEE

PLAN FOR WALL

TYPES

NOTE : PROVIDE FIRE RATED CABINET ASSEMBLY

WHEN INSTALLED IN A RATED WALL.

M

AX

2'

8"

RETURN TRIM.

TYPICAL.

GLASS

FINISH FLOOR

REFER TO SEPCIFICATIONS FOR

MOUNTING HEIGHT AND CABINET SIZE

A.

F.

F.

PLAN VIEW ELEVATION VIEW

R

R

A B C D E F G H

D P W F O R T M c C O Y, W I

MO

D

RE

QU

ES

T

D

ES

C R

IP

TI

ON

MA

R K C

O N

ST

R

U C

T

IN

ST

AL

LA

TI

O N

EM

ER

G E N

C Y

O

PE

R A T

IO

N

C

EN

T E R

FO

R

T M c C O

Y.

W

IS

C

O N

SI

N

G O

9J

Da te:

Re v.

5/1 8/ 2

W or k O rd er

N um be r:

De sig n by

Dw n by

Re vie we d by

Su bm itte d by :Ck d b y:

F.

D

F.

D

F.

D

SHEET

NUMBER :

MO

D

DA

TE

Pr oje ct N um be r :

of

A B C D E F G H

SHEET

FO

RT

M cC

OY

DI

RE

CT

OR

AT

E

OF

P

UB

L IC

W

OR

KS

S

OU

TH

8T

H

ST

RE

E T

FO

RT

M cC

OY

, W

I 5

A nt ho n y

L an e M in n e ap ol is , M

N

P:

-4

-3

F : 6

-4

-3

-0

1 8 -1

GO

0 9

J

Pl ot d at e

Pl ot s ca le

- 0

-1

0 3

FI

NA

L C

ON

ST

R U

CT

IO

N P L

AN

S

N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

1" = 1'-0"

WALL TYPES

1" = 1'-0"

FIRE EXTINGUISHER CABINET DETAIL

W A L L

T Y P E S

A N D

D E T A

IL

S

A405 21 44

"1"

H.M.

7'

0"

3' - 0"

"2"

H.M.

7'

0"

3' - 0"

8"

6"

2'

6"

6"

1" INSULATED

TEMPERED

CLEAR GLASS

"A"

H.M.

"C"

H.M.

7'

0"

7'

2" 2"

3' - 0"

3' - 4"

2" 2"

6' - 4"

6' - 0"2" 2"

7'

0"

7'

2" 2"

"B"

H.M.

7'

0"

7'

4"

4"

3' - 0"

3' - 4"

2" 2"

"D"

H.M.

6' - 4 1/16"

6' - 0"2" 2 1/16"

7'

0"

7'

4" 4"

EXTERIOR COLOR SCHEDULE

(NOTE: CONTRACTOR TO MATCH COLORS LISTED)

ROOF DARK BRONZE

MTL TRIM

SNOW GUARDS

SOFFIT

EXPOSED LINTELS

FACE BRICK, ACCENT

FACE BRICK, FIELD

MORTAR

EXTERIOR HOLLOW MTL

DOORS & FRAMES

EXTERIOR FACE DOOR & FRAME DARK BRONZE

INTERIOR FACE DOOR & FRAME SW 6126 NAVAJO WHITE

EXTERIOR CAULK TRIMCO SANDSTONE

DARK BRONZE

DARK BRONZE

DARK BRONZE

DARK BRONZE

BELDEN, MAYO CLEAR RANGE

BELDEN, W-100 LINEN

BELDEN, 470-479 DARK RANGE

FINISH SPECIFICATIONS

CODE FINISH MANUFACTURE SPECIFICATION CONTACT NOTES

CPT-1

LOCATION

EMERGENCY ROOM

HALLWAY

INSTALLATION METHOD:

ASHLAR, EAST-WEST DIRECTION

MODULAR

CARPET

SHAW RENEW 5T141

COLOR: HIKE 38751

DIMENSIONS: 9" X 36"

CONSTR: MULTI-LEVEL PATTERN CUT/LOOP

YARN: ECO SOLUTION Q NYLON

YARN WT: 24 OZ.

PILE HT: 152"

RADIANT PANEL: ASTM-E648

SMOKE DENSITY: ASTM-662

S-1 SOLID

SURFACE

WILSONART SONATA CHOCOLATE 9144SN RESTROOMS

VB-1 VINYL BASE JOHNSONITE VINYL BASE - FLAT

COLOR: #48 GREY WG

DIMENSIONS: 4" X 1/8" TH

VESTIBULE, DATA

EMERGENCY ROOM

MECH/ELEC, SIPRNET

THE MANUFACTURERS AND COLORS LISTED ABOVE ARE INTENDED FOR THE BASE OF DESIGN. REQUEST FOR SUBSTITUTION WILL BE CONSIDERED.

VCT-1 VINYL TILE AMSTRONG 51925 ASH GRAY

12" X 12" X 3/32"

VESTIBULE, HALLWAY,

DATA, SIPRNET

ACT-1 ACOUSTICAL

CEILING TILE

ARMSTRONG 704A, CORTEGA, LAY-IN

COLOR: WHITE INSTALLATION METHOD:

GRID (SUSPENDED)

P - 1 PAINT BENJAMIN

MOORE

PROMAR 200 LATEX EGG SHELL

COLOR: #1625 BLUE LACE

GENERAL WALL PAINT

P - 2 PAINT FLAT

COLOR: #1628 COMET

INTERIOR DOOR AND

FRAME

CTB-1 CERAMIC TILE DALTILE COLOR: K165 ALMOND

SEMI-GLOSS

DIMENSIONS: 4.25" X 4.25"

RESTROOMS

CTF-1 DALTILE RESTROOMSCERAMIC TILE COLOR: CD39 FUORI DI BIANCO

DIMENSIONS: 8" X 8"

ACT-2 ACOUSTICAL

CEILING TILE

ARMSTRONG ULTIMA, LAY-IN

COLOR: WHITE INSTALLATION METHOD:

GRID (SUSPENDED)

RESTROOMS

COVED BASE

CTW-1 DALTILE RESTROOMSCERAMIC TILE COLOR: CD39 FUORI DI BIANCO

DIMENSIONS: 8" X 8"

P - 3 PAINT BENJAMIN

MOORE

FLAT

COLOR: #1630 OCEAN FLOOR

BENJAMIN

MOORE

EXTERIOR DOOR AND

FRAME

FLOOR

WALL

4'

0" 3'

6"

4' - 0"

2" 6"

10"

1'

6"

1'

2"

BULLET

PROOF

SPEAK

THROUGH

STAINLESS

STEEL

COUNTER

STAINLESS

STEEL PASS

THROUGH

TRAY

BULLET

PROOF

GLAZING

STAINLESS

STEEL

FRAME

PT-3

VB-1

1' - 2" 1' - 4"1' - 4"

8"

1'

6"

BULLET-PROOF GLAZING

BULLET-PROOF GLAZING -

SPEAK THROUGH

STAINLESS STEEL

FRAME

1/

4" 7"

VESTIBULE 101

RECEPTION

CONTROL

5/8" GYP. BD.

TWO 2X6

SEALANT ON

BOTH SIDES

STAINLESS STEEL

PASS THROUGH

TRAY STAINLESS STEEL

TRANSACTION

COUNTER

3'

6" 4'

0"

1'

6"

7"

1' - 6"

4 1/4"

2X6 WOOD

BLOCKING

EXISTING WOOD

STUD WALL AND

BATT INSULATION

SHIM

5/8" GYP. BD.

SEALANT ON

BOTH SIDES

STAINLESS

STEEL FRAME

BULLET

PROOF

GLAZING

BULLET

PROOF

SPEAK

THROUGH

STAINLESS

STEEL

COUNTER

STAINLESS

STEEL PASS

THROUGH

TRAY

SEALANT ON

BOTH SIDES

5/8" GYP. BD.

EXISTING WOOD

STUD WALL AND

BATT INSULATION

2X6 WOOD

BLOCKING

SHIM

R

R

A B C D E F G H

D P W F O R T M c C O Y, W I

MO

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Re v.

5/1 8/ 2

W or k O rd er

N um be r:

De sig n by

Dw n by

Re vie we d by

Su bm itte d by :Ck d b y:

F.

D

F.

D

F.

D

SHEET

NUMBER :

MO

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DA

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Pr oje ct N um be r :

of

A B C D E F G H

SHEET

FO

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M cC

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L an e M in n e ap ol is , M

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P:

-4

-3

F : 6

-4

-3

-0

1 8 -1

GO

0 9

J

Pl ot d at e

Pl ot s ca le

- 0

-1

0 3

FI

NA

L C

ON

ST

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N P L

AN

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N/

A 5/1

8/ 1

FOR OFFICIAL

USE ONLY

FOR OFFICIAL

USE ONLY

DOOR AND FRAME SCHEDULE

DOOR

NUMBER

DOOR FRAME

FIRE

RATING

HARDWARE

GROUP COMMENT

SIZE & QUANTITY

TYPE MATERIAL FINISH TYPE MATERIAL FINISHQUANTITY WIDTH HEIGHT THK

101 1 3' - 0" 7' - 0" 1 3/4" 1 H.M PT-3 B H.M. PT-3 NONE 1 INSULATED H.M. DOOR,

ENTRY

102 1 3' - 0" 7' - 0" 1 3/4" 1 H.M PT-3 B H.M. PT-3 NONE 3 INSULATED H.M. DOOR, EXIT

ONLY

102A 1 3' - 0" 7' - 0" 1 3/4" 1 H.M PT-2 A H.M. PT-2 NONE 2 INTERIOR SECURED ENTRY 102B 1 3' - 0" 7' - 0" 1 3/4" 2 H.M PT-2 A H.M. PT-2 90 MIN. 4 INTERIOR FIRE RATED

103 1 3' - 0" 7' - 0" 1 3/4" 1 H.M PT-2 A H.M. PT-2 NONE 5 DATA ROOM

104 1 3' - 0" 7' - 0" 1 3/4" 1 H.M PT-2 A H.M. PT-2 NONE 6 WOMEN'S RESTROOM

105 2 6' - 0" 7' - 0" 1 3/4" 1 H.M PT-3 D H.M. PT-3 NONE 7 INSULATED H.M. DOUBLE

DOORS, EXIT ONLY

105A 2 6' - 0" 7' - 0" 1 3/4" 1 H.M PT-2 C H.M. PT-2 NONE 8 INTERIOR DOUBLE DOORS

106 1 3' - 0" 7' - 0" 1 3/4" 1 H.M PT-2 A H.M.