Drawings_-_Architectural.pdf

UP

468 SF

INCINERATOR

CHARGING

CONTROL

02A

COOLER

COOLER

NECROPSY

ANIMAL ENTRY /

HOLDING

CART STORAGE

ADMIN

DOCK

VESTIBULE

WOMEN

DRESSING

MEN DRESSING

WOMEN

DISROBE

MEN

DISROBE

TANK ROOM

D1

D1

D1

D2

D1

D1

D2 D2

D3

CORRIDOR

COORDINATE EXTENT OF DEMOLITION AS REQUIRED

TO INSTALL DOOR 111 FRAME (60" WIDE X 84" HIGH AFF)

D6

D7D7

D6

D6

D6

D6

D9

D9

VEST

LAB

PREP

LAB

VEST

JC

PHOTO

LAB

DN

UP

DNDN

INCINERATOR

ROOM

4-110

AIRLOCK

4-111

CHARGING

4-109

D8

-D8

MECHANICAL

D4

GENERAL DEMOLITION NOTES

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING

WITH ANY DEMOLITION OR NEW WORK. REPORT ANY DISCREPANCIES TO THE

OWNER OR ARCHITECT FOR AN APPROVED SOLUTION.

PROVIDE ALL BRACING AND SHORING REQUIRED TO MAINTAIN THE

STRUCTURAL INTEGRITY OF THE BUILDING DURING DEMOLITION AND

CONSTRUCTION.

COORDINATE THE DEMOLITION WITH THE OWNERS SCHEDULE.

PROTECTION OF PERSONS AND PROPERTY SHALL BE PROVIDED

THROUGHOUT THE PROCESS OF THE WORK. THE WORK SHALL PROCEED

IN SUCH A MANNER AS TO MINIMIZE THE SPREAD OF DUST AND FLYING

PARTICLES AND TO PROVIDE SAFE WORKING CONDITIONS FOR ALL

PERSONNEL. IF EXISTING EQUIPMENT, SURFACES AND OR MATERIALS ARE

DAMAGED OR DEFACED DURING THE PROCESS OF DISMANTLING OR

DEMOLITION, THEY SHALL BE REPLACED WITH LIKE OR OTHER APPROVED

MATERIALS AND RETURNED TO EQUAL OR BETTER THAN EXISTING CONDITION

AND/ OR APPEARANCE.

DISCONNECTION OF SERVICES: WHERE IT IS NECESSARY TO INTERRUPT THE

UTILITY SERVICE TO THE BUILDING, PRIOR APPROVAL SHALL BE OBTAINED

FROM THE OWNER, IN WRITING, 5 DAYS IN ADVANCE UNLESS OTHERWISE

DIRECTED; THE ACTUAL PROVISIONS SHALL BE MADE TO AVOID

INTERFERENCE

WITH, OR THE FREE PASSAGE INTO ADJOINING AND ADJACENT AREAS NOT IN

THE CONTRACT.

INTERRUPTION OF SERVICES: WHERE REMOVAL OF CERTAIN ITEMS

RESULTING

IN A BREAK IN SERVICE TO OTHER REMAINING ITEMS, REROUTE THE SERVICE

TO THOSE REMAINING ITEMS, IN A MANNER WHICH WILL NOT CONFLICT WITH

THE NEW WORK.

EXPLOSIVES SHALL NOT BE USED OR BROUGHT TO THE SITE.

MATERIAL AND EQUIPMENT INDICATED TO BE "PLACED IN STORAGE" SHALL BE

DELIVERED TO THE DESIGNATED STORAGE AREAS OR AS DIRECTED BY THE

OWNER UNLESS OTHERWISE SPECIFIED.

MATERIALS OR EQUIPMENT BEING REMOVED FOR RELOCATION SHALL BE

DISMANTLED AND STORED AT THE SITE. ITEMS SHALL BE STORED IN SUCH A

MANNER AS TO PREVENT DAMAGE. FERROUS ITEMS SHALL BE STORED IN

SUCH A MANNER AS TO PREVENT RUSTING. ALL EQUIPMENT BEING

RELOCATED

SHALL BE CLEANED, LAMPS AND FIXTURES SHALL BE REPLACED, AND

EQUIPMENT SHALL BE TESTED FOR PROPER OPERATION PRIOR TO

REINSTALLATION.

RELOCATED EQUIPMENT SHALL BE RECONNECTED TO SERVICES IN THE NEW

LOCATION AND/ OR AS INDICATED ON THE DWGS OR IN THE SPECIFICATION

AND SHALL PROVIDE THE SAME OR BETTER OPERATION AS THAT PRIOR TO

THE RELOCATION. SERVICES SHALL INCLUDE PIPING, WIRING, AND SUPPORTS

AS NECESSARY FOR A PROPER INSTALLATION.

ALL SURFACES DAMAGED OR MARRED AS A RESULT OF ANY DEMOLITION

SHALL BE REPAIRED AND FINISHED TO MATCH THE NEW OR EXISTING

ADJACENT AREAS. PENETRATIONS REMAINING IN WALLS, FLOORS, AND

CEILINGS SHALL BE PATCHED AND THE SURFACES FINISHED TO MATCH THE

ADJACENT AREAS.

DEBRIS AND RUBBISH SHALL NOT ACCUMULATE ON THE SITE, AND SHALL BE

REMOVED DAILY. SALVAGEABLE MATERIAL, NOT REUSED IN CONSTRUCTION

OR NOT TO REMAIN PROPERTY OF THE OWNER, SHALL RE REMOVED FROM

THE

SITE. SALE OF MATERIALS ON THE SITE IS PROHIBITED. BURNING ON THE

SITE IS PROHIBITED. NOTIFY THE ARCHITECT IF QUESTIONABLE HAZARDOUS

MATERIALS ARE ENCOUNTERED FOR THEIR DISPOSITION.

NOTE: ALL ITEMS SCHEDULED FOR DEMOLITION SHALL BE REMOVED IN THEIR

ENTIRETY INCLUDING, ALL FRAMING, BRACKETS, FASTENERS, ASSOCIATED

ACCESSORIES, HARDWARE AND BUILT-IN ITEMS. CLEAN ALL SURFACES OF

REMAINING SEALANT, ADHESIVE, DIRT AND EXTRANEOUS MATERIAL.

IN ADDITION, ALL MATERIALS DESIGNATED OR REQUIRED TO BE REMOVED

SHALL BE DEMOLISHED IN A MANNER TO PREVENT DAMAGE TO FINISHES OR

MATERIALS TO REMAIN. DAMAGED AREAS SHALL BE REPAIRED OR REPLACED

TO MATCH EXISTING AND SHALL BE SUBJECT TO THE APPROVAL OF THE

OWNER.

ALL ITEMS IDENTIFIED TO BE DISPOSED OF SHALL BE DISPOSED OF OFF-SITE

IN A LEGAL MANNER.

ALL ADDITIONAL DEMOLITION NOT INDICATED BUT REQUIRED FOR NEW

CONSTRUCTION SHALL BE INCLUDED IN THIS CONTRACT.

WHERE DUCTS, PIPING AND OPENINGS IN WALLS OCCUR AFTER DEMOLITION

OF INCINERATOR AND RELATED EQUIPMENT, OPENINGS TO BE INFILLED WITH

MATERIALS THAT MATCH ADJACENT CONSTRUCTION INCLUDING BUT NOT

LIMITED CMU, INSULATED METAL PANEL AND BRICK. FINISHES SHALL MATCH

ADJACENT SURFACES.

ALL UTILITIES TO TANK ROOM 27 ARE TO BE MAINTAINED AND OPERATIONAL

AT ALL TIMES FOR THE DURATION OF THE ENTIRE PROJECT.

DEMOLITION KEYNOTES

D1

D2

D3

D4

D5

D6

D7

D8

D9

REMOVE CMU WALL AND ALL RELATED SUPPORTS TO ADJACENT

STRUCTURES SUCH AS OTHER WALLS, FLOOR ABOVE, ETC.

REMOVE STEEL DOOR AND FRAME.

REMOVE CMU AND BRICK CAVITY WALL.

REMOVE STEEL PLATFORM, GUARD RAILS, TOE BOARD AND ALL FRAMING

REMOVE PLASTER CEILING AND ALL RELATED FRAMING.

REMOVE ALL FLOOR FINISHES TO CONCRETE SLAB.

REMOVE PASS THROUGH.

REMOVE INCINERATOR AND ALL REALTED EQUIPMENT INCLUDING CHARGING

UNIT AND STACK.

REMOVE HEAVY DUTY PLATE STEEL DOOR AND FRAME AND ALL ASSOCIATED

SEALS AND RELATED EQUIPMENT.

DEMOLITION LEGEND

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONSTRUCTION TO BE REMOVED.

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

DEMOLITION PLANS / NOTES

AD-101

1/8" = 1'-0"

BUILDING 5 FIRST FLOOR

DEMOLITION PLAN

4' 8' 16'0 1/8" = 1'-0"

BUILDING 4 FIRST FLOOR

DEMOLITION PLAN

4' 8' 16'0

1/8" = 1'-0"

BUILDING 5 SECOND FLOOR

DEMOLITION PLAN

4' 8' 16'0

DEMO NOTE 7 IMAGE_____________

0 06/26/18 TD FINAL TURNOVER

rupertra

A-201B

A-201

A-201

A-201

A

C

D

AIRLOCK

CORRIDOR

MECHANICAL A

COOLER

COOLER

OFFICE

CONTROL

CHARGING

INCINERATOR

15' - 0" 15' - 0"

CANOPY ABOVE

EXIST STAIR

TO REMAIN

EXTEND

LANDING

ABOVE -

SEE

STRUCT

DWGS

CART STAGING

FAN ROOM

INCINERATOR

CHARGING

CONTROL

02A

COOLER

COOLER

ADMIN

CART STORAGE

ANIMAL ENTRY /

HOLDING

WOMEN

DRESSING

MEN DRESSING

VESTIBULE

SHOWER

SHOWER

WOMEN

DISROBE

MEN

DISROBE

DOCK

NECROPSY

/2

/2

NEW

OPENING

BOLLARDS -

SEE CIVIL

DWGS

CANOPY

ABOVE

ADDITIONEXISTING BUILDING 5

TANK ROOM

SEE STRUCTURAL DRAWINGS FOR

INTEGRATED "COOLER" FLOOR

12' - 0"

11' - 4 3/8"4' - 0"

/2

/2

/4

/4

/4

/8

6' - 4"12' - 8"

/4

/8

A-301

A-301

5' - 0"

11' - 4 3/8"

A-301

M .O

M .O

M .O

24' - 0"1" EXP JT

M.O.

4' - 0"

100A 100B

101A

102 103

105A

101B

A

104B

S

106C

106A

105B

B

STAIR

S1

W1

W1

W1

W2

W2

W2

/4

17' - 4" 11' - 4 3/8"

M.O.

3' - 10"

M.O.

6' - 4" 20' - 4"

M.O.

4' - 8"

M.O.

4' - 8"

3' - 4"

M.O.

6' - 4"

3' - 8 1/4"

4' - 0"

A L

IG

N

/4

1' - 2 1/4"

/4

/4

A-402

A

12' - 0"

M .0

1' - 4"

1' - 4"

24' - 9 1/2"

INCINERATOR

SERVICE PLATFORM

ABOVE

INCINERATOR

CHARGING SECTION

INCINERATOR CART

TIPPING DEVICE

A1

A-301

A1

BOLLARD -

SEE CIVIL DWGS

BOLLARD -

SEE CIVIL DWGS

B1

PROVIDE 6" CMU TO ENCLOSE UTILITY PIPING

FROM SLAB TO UNDERSIDE OF FLOOR ABOVE

FINISH TO MATCH ADJACENT SURFACES

DOOR TO REMAIN, SEAL ALL JOINTS

BETWEEN DOOR, FRAME, FLOOR-

BOTH SIDES M

.O

OPENINGS TO BE INFILLED WITH

CMU TO MATCH EXISTING

(TOOTHING NOT REQUIRED)

PAINT WALL TO MATCH

EXISTING, ADJACENT SURFACES

GENERAL NOTES

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH ALL

SUB-CONTRACTORS AND APPLICABLE TRADES.

ALL WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST

STANDARD RECOMMENDATIONS AND ALL APPLICABLE CODES.

FOR LEGEND AND ABBREVIATIONS SEE DRAWING G-001.

COORDINATE OPENING LOCATIONS AND SIZES THROUGH PARTITIONS ABOVE

THE CEILINGS WITH MEP DRAWINGS.

CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER

HEADS, REGISTERS, ETC. WITH THE ELECTRICAL, MECHANICAL, PLUMBING, AND

SPRINKLER DRAWINGS.

CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING,

PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS

WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS INDICATED ON

INTERIOR FINISH NOTES.

THE ABBREVIATION "AFF" STANDS FOR "ABOVE FINISHED FLOOR". THIS IS MEANT

TO INDICATE THE DIMENSION ABOVE THE FINAL FLOOR FINISH (I.E. CARPET, CT,

VCT, ETC.) THE GENERAL CONTRACTOR MUST REVIEW AND COORDINATE ANY

REQUIRED FINAL FLOOR FINISH WITH ANY HEIGHTS REQUIRED BEFORE THE

INSTALLATION OF THE FLOOR FINISH.

1.

2.

3.

4.

5.

6.

7.

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

FIRST FLOOR PLAN

A-101

1/8" = 1'-0"

FIRST FLOOR PLAN

6' 24'0 12'

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

DN

DN

UP

OPEN TO BELOW

OPEN TO BELOW

995 SF

MECHANICAL B

ROOF BELOW

ROOF

BELOW

ROOF BELOW

RECONSTRUCTED PLATFORM ALLOWS

EQUIPMENT ACCESS TO AND FROM THE

MECHANICAL ROOM FROM BOTH SIDES

EXISTING MECH ROOM

A-301

A-301

A-301

REMOVABLE SECTIONS OF GUARD RAIL

INCINERATOR SERVICE PLATFORM

TO BE PROVIDED BY INCINERATOR MFR

INCINERATOR STACK

INCINERATOR CHARGING SECTION BELOW

INCINERATOR CART TIPPING DEVICE

FAN - REFER TO MECH DWGS

LOUVERS - REFER TO MECH DWGS

LOUVER - REFER TO

MECH DWGS

FAN - REFER TO

MECH DWGS

LOUVERS - REFER TO

MECH DWGS

FAN - REFER TO

MECH DWGS

A-301

OVERHEAD COILING DOOR

6' - 0"14' - 0" 29' - 6 3/4"

FACE OF CMUFACE OF CMU

A-301

A-301

A-301

STANDING SEAM

METAL ROOF - TYP

STANDING SEAM METAL ROOF AT CANOPIES - TYP

EXIST EXTERIOR

STAIR TO REMAIN

RIDGE CAP

RIDGE CAP

SNOW GUARD -

BAR TYPE

SNOW GUARD - BAR TYPE

SNOW GUARD -

BAR TYPE

SNOW GUARD -

BAR TYPE

SNOW GUARD -

BAR TYPE

STANDING SEAM

METAL ROOF

METAL GUTTER

METAL GUTTER

METAL GUTTER

METAL GUTTER

METAL GUTTER

METAL GUTTER

METAL GUTTER

SLOPE

4:12

SLOPE

4:12

SLOPE

4:12

SLOPE

4:12

A-301

S L O

P E

:1

S L O

P E

:1

SLOPE

3:12

S L O

P E

:1

INCINERATOR STACK

A-102

A-302

A-302

A-302

VTR

VTR

A-102

A-102

A-102

PLATFORM -

SEE STRUCT DWGS

6' - 2"

GUARD RAIL MOUNTED TO STANDING SEAM

METAL ROOF - TOP OF RAILING TO BE 42" ABOVE

WALK WAY SURFACE

WALK WAY SURFACE MOUNTED TO STANDING SEAM

METAL ROOF - WRAP AROUND STACK

OUTSIDE AIR INTAKE-

SEE MECH DWGSCRICKET

GUY WIRE - TYP FOR 3

GUY WIRE ANCHOR POINT - REFER TO STR DWGS

FLASH SIM TO VENT THROUGH ROOF

1. STANDING SEAM METAL ROOF TO HAVE 4"/ 12" SLOPE UNLESS NOTED OTHERWISE.

ROOF NOTES

ROOF LEGEND

VENT THRU ROOF - SEE PLUMBING DRAWINGS

VTR

INCINERATOR STACK

GENERAL NOTES

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH ALL

SUB-CONTRACTORS AND APPLICABLE TRADES.

ALL WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST

STANDARD RECOMMENDATIONS AND ALL APPLICABLE CODES.

FOR LEGEND AND ABBREVIATIONS SEE DRAWING G-001.

COORDINATE OPENING LOCATIONS AND SIZES THROUGH PARTITIONS ABOVE

THE CEILINGS WITH MEP DRAWINGS.

CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER

HEADS, REGISTERS, ETC. WITH THE ELECTRICAL, MECHANICAL, PLUMBING, AND

SPRINKLER DRAWINGS.

CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING,

PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS

WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS INDICATED ON

INTERIOR FINISH NOTES.

THE ABBREVIATION "AFF" STANDS FOR "ABOVE FINISHED FLOOR". THIS IS MEANT

TO INDICATE THE DIMENSION ABOVE THE FINAL FLOOR FINISH (I.E. CARPET, CT,

VCT, ETC.) THE GENERAL CONTRACTOR MUST REVIEW AND COORDINATE ANY

REQUIRED FINAL FLOOR FINISH WITH ANY HEIGHTS REQUIRED BEFORE THE

INSTALLATION OF THE FLOOR FINISH.

1.

2.

3.

4.

5.

6.

7.

HIGH TEMPERATURE SEALANT

PREFABRICATED

INSULATED CURB

STANDING SEAM

METAL ROOF

METAL DECK

PT WOOD BLOCKING

STAINLESS STEEL BAND

INCINERATOR STACK

ROOF STRUCTURE AND DECK -

SEE STRUCT DWGS

METAL OR GYPSUM

BOARD LINER

FASTEN BOOT TO PANEL @

3" OC, PROVIDE A CONTINUOUS

BEAD OF SEALANT BETWEEN

BOOT FLANGE & PANEL

CUT RUBBER BOOT TO SUIT

PIPE PENETRATION

RIDGE CAP

CLOSURE CHANNEL & FOAM

INSERT, SET IN SEALANT

TURN PANEL PANS UP

@ RIDGE TO PROVIDE

SECONDARY CLOSURE

CONTINUOUS SLIP

CLEAT

RIGID INSULATION

METAL DECK

HT UNDERLAYMENT

METAL DECK

PT WOOD BLOCKING - ANCHOR

TO METAL DECK

ROOF STRUCTURE -

SEE STRUCT DWGS

STANDING SEAM

METAL ROOF

RIGID INSULATION

CONTINUOUS

TAPE SEALANT

CONTINUOUS CLEAT

SIDEWALL FLASHING

BACKER ROD AND SEALANT

SAW CUT BRICK

JOINT FOR STEP FLASHING

FLEXIBLE VAPOR RETARDER

w/ COMPRESSIBLE INSULATION

EXISTING BRICK VENEER

w/ CMU BACK-UP

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL CONSTRUCTION

DETAIL

11 1/8"

8" CMU

RIGID INSULATION

METAL DECK

WOOD BLOCKING

VERTICAL RIB

METAL SIDING

GABLE CLIP @ 24" OC

STANDING SEAM

METAL ROOF

METAL SIDING

BASE FLASHING

SIDEWALL FLASHING GABLE FLASHING

CONTINUOUS CLEAT

PT WOOD BLOCKING

METAL FASCIA

SOLID METAL SOFFIT

11 1/8"

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL

CONSTRUCTION DETAIL

8"

STANDING SEAM

METAL ROOF

RIGID INSULATION

SOFFIT RECEIVER

RIGID INSULATION

METAL DECK

HT UNDERLAYMENT

SEALING MATERIAL

SHEET METAL FLASHING RECEIVER

HIGH-DOMED CAPPED,

GASKETED FASTENER

@ 1'-6" OC (MAX)

REMOVABLE SHEET

METAL COUNTERFLASHING

APRON FLASHING

FASTENED INTO

CLOSURE SYSTEM

METAL & FOAM

CLOSURE SYSTEM

METAL

ROOFING PANEL

PANEL CLIP

BASE FLASHING

METAL PANEL END -

FASTEN WITH RIVETS

TO CLEAT

OFFSET CLEAT - RIVET

TO BASE FLASHING

PREFABRICATED CURB

(M

IN

1'-0" (MIN)

8" (MIN)

3"

8".

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

SECOND FLOOR AND ROOF PLAN

A-102

1/8" = 1'-0"

SECOND FLOOR PLAN

4' 8' 16'0

1/8" = 1'-0"

ROOF PLAN

4' 8' 16'0 1 1/2" = 1'-0"

INCINERATOR STACK

ROOF DETAIL

6" 1'6"0 1'

1 1/2" = 1'-0"

VENT THRU ROOF AND

PIPE PENETRATION THRU ROOF

1 1/2" = 1'-0"

RIDGE CAP

6" 1'6"0 1'

6" 1'6"0 1'

A-102 1 1/2" = 1'-0"

1 ROOF SECTION EXPANSION JOINT

6" 1'6"0 1'

A-102 1 1/2" = 1'-0"

METAL ROOF

TO METAL SIDING DETAIL

6" 1'6"0 1' A-102 1 1/2" = 1'-0"

3 GABLE FLASHING

6" 1'6"0 1'

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

0 06/26/18 TD FINAL TURNOVER

1 1/2" = 1'-0"

OUTSIDE AIR INTAKE CURB

6" 1'6"0 1'

Stamp

OFFICE

CONTROL

MECHANICAL A

COOLER

COOLER

CORRIDOR

INCINERATOR

CHARGING

AIRLOCK

CART STAGING

A.F.F.8' - 0" A.F.F.8' - 0"

A.F.F.8' - 0"

A.F.F.8' - 0"

SLOPED GYP BOARD UNDER STAIR

(1 HOUR RATED, UL U415

A.F.F.8' - 0"

GYP BOARD SOFFIT

(1 HOUR RATED, UL U415

MECHANICAL B

REFLECTED CEILING NOTES

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WORK WITH ALL

SUB-CONTRACTORS AND APPLICABLE TRADES.

ALL WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S LATEST

STANDARD RECOMMENDATIONS AND ALL APPLICABLE CODES.

FOR LEGEND AND ABBREVIATIONS SEE DRAWING G-001 .

COORDINATE OPENING LOCATIONS AND SIZES THROUGH PARTITIONS ABOVE

THE CEILINGS REQUIRED WITH MEP DRAWINGS.

CONTRACTOR SHALL COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER

HEADS, REGISTERS, ETC. WITH THE ELECTRICAL, MECHANICAL, PLUMBING, AND

SPRINKLER DRAWINGS.

CONTRACTOR IS RESPONSIBLE FOR PAINTING ALL EXPOSED STEEL, DECKING,

PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH ARE EXPOSED IN AREAS

WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS INDICATED ON

INTERIOR FINISH NOTES.

THE ABBREVIATION "AFF" STANDS FOR "ABOVE FINISHED FLOOR". THIS IS MEANT

TO INDICATE THE DIMENSION ABOVE THE FINAL FLOOR FINISH (I.E. CARPET, CT,

VCT, ETC.) THE GENERAL CONTRACTOR MUST REVIEW AND COORDINATE ANY

REQUIRED FINAL FLOOR FINISH WITH ANY HEIGHTS REQUIRED BEFORE THE

INSTALLATION OF THE FLOOR FINISH.

1.

2.

3.

4.

5.

6.

7.

REFLECTED CEILING PLAN

LEGEND

SUPPLY AIR DIFFUSER

(REFER TO MECHANICAL DRAWINGS FOR SIZES)

RETURN AIR REGISTER

(REFER TO MECHANICAL DRAWINGS FOR SIZES)

1 x 4 LIGHTING FIXTURE - SURFACE OR PENDANT MOUNT

(REFER TO ELECTRICAL DWGS FOR DETAILED INFORMATION)

GYPSUM BOARD CEILING

INDICATES CEILING HEIGHTX'-X"

METAL COOLER CEILING

HINGED CEILING ACCESS PANEL (24" x 36")

COORDINATE LOCATIONS WITH ABOVE

CEILING VALVES AND DAMPERS

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

REFLECTED CEILING PLANS

A-103

1/8" = 1'-0"

FIRST FLOOR REFLECTED

CEILING PLAN

1/8" = 1'-0"

SECOND FLOOR REFLECTED

CEILING PLAN

PAINTED, EXPOSED STRUCTURE

CEILING INTEGRAL TO COOLER UNIT

EXPOSED STRUCTURE

STEEL RIDGE BEAM

PAINTED, EXPOSED STRUCTURE

PAINTED, EXPOSED STRUCTURE

PAINTED STEEL ROOF JOIST

PAINTED STEEL RIDGE BEAM

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

4' 8' 16'0

4' 8' 16'0

A3

A2

A3

A3

A2

A1

A1

CONTROL

CHARGING

105 A1

A1

A3 A2

A3

A2

A2 A3

A3

COOLER

COOLER

CORRIDOR

AIRLOCK

INCINERATOR

MECHANICAL A

A1

A1

A2

STAIR

S1

A1 A1

OFFICE

A1

CART STAGING

1' - 6"

M A

X

IM

U M

A F

F

M

IN

IM

U

M A

F F

LOCATE TACTILE CHARACTERS ON SIGNS 48

INCHES MINIMUM AFF TO BASELINE OF LOWEST

TACTILE CHARACTER AND 60 INCHES AFF

MAXIMUM TO BASELINE OF THE HIGHEST TACTILE

CHARACTER.

TACTILE CHARACTER

TACTILE CHARACTER

M

IN

18" MIN CENTERED ON

TACTILE CHARACTERS

GENERAL SHEET NOTES

1. SIGNS SHALL BE INSTALLED AT LATCH SIDE OF DOORS FOR ALL ROOMS

UNLESS OTHERWISE NOTED- TYP

2. BACKGROUND AND COPY COLOR FOR SIGNS SHALL BE CHOSEN FROM

MANUFACTURERS FULL LINE OF FINISH STYLES, TEXTURES AND COLORS

3. SIGNAGE SCHEDULED FOR THE EXTERIOR OF THE BUILDING SHALL BE

FABRICATED OF MATERIAL TO WITHSTAND WEATHER AND UV LIGHT. SIGNS

SHALL BE MECHANICALLY FASTENED TO THE EXTERIOR SUBSTRATE

4. PERMANENT HEADER PANEL AND CHANGABLE INSERTS AT SIGN A3 SHALL

BE COORDINATED WITH END USER

A1

PERMANENT COPY-

ROOM NUMBER (LEFT

JUSTIFY- 1-1/2")

BRAILLE

9"

A3

PERMANENT COPY- "NO

SMOKING" (CENTER

JUSTIFY 3/4" COPY- BOLD)

9"

/2

PERMANENT COPY- "INSIDE

BUILDING" (CENTER JUSTIFY

3/4" COPY)

PERMANENT COPY- "AND

WITHIN 25 FEET" (CENTER

JUSTIFY 3/4" COPY)

PERMANENT COPY- "OF

FACILITY" (CENTER JUSTIFY

3/4" COPY)

BRAILLE

A2

8"

BRAILLE

PERMANENT COPY

"EXIT" (CENTER

JUSTIFY- 2")

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

SIGNAGE PLAN & SCHEDULES

A-104

1/8" = 1'-0"

FIRST FLOOR SIGNAGE PLAN

4' 8' 16'0

1/2" = 1'-0"

SIGNAGE ELEVATION

1/2" = 1'-0"

SIGNAGE PLAN

1' 2' 4'0

1' 2' 4'0

3" = 1'-0"

SIGNAGE DETAILS

3" 9"0 6"

SIGNAGE SCHEDULE

SIGN

TYPE ROOM NAME

ROOM

NUMBER

SIGN

MESSAGE COMMENTS

A1 CHARGING 105 105 - CHARGING

A1 OFFICE 107 107 - OFFICE

A1 CONTROL 104 104 - CONTROL

A1 CONTROL 104 104 - CONTROL

A1 CORRIDOR 101 101 - CORRIDOR

A1 AIRLOCK 100 100 - AIRLOCK

A1 COOLER 102 102 - COOLER

A1 COOLER 103 103 - COOLER

A1 INCINERATOR 106 106 - INCINERATOR

A2 CORRIDOR 101 EXIT

A2 CORRIDOR 101 EXIT

A2 CHARGING 105 EXIT

A2 INCINERATOR 106 EXIT

A2 INCINERATOR 106 EXIT

A2 STAIR S1 EXIT

A3 MECHANICAL A 108 MECH A

A3 CORRIDOR 101 101 - CORRIDOR

A3 CORRIDOR 101 101 - CORRIDOR

A3 CHARGING 105 105 - CHARGING

A3 INCINERATOR 106 106 - INCINERATOR

A3 INCINERATOR 106 106 - INCINERATOR

A3 STAIR S1 MECH B

ROOM FINISH SCHEDULE

Room Number Room Name Area

Floor Finish Base Finish Wall Finish Ceiling Finish Comments

FIRST FLOOR

100 AIRLOCK 192 SF CRRF CRRF INTEGRAL COVE EP EP

101 CORRIDOR 505 SF CRRF CRRF INTEGRAL COVE EP EP

102 COOLER 297 SF CRRF CRRF INTEGRAL COVE EBA EBA

103 COOLER 297 SF CRRF CRRF INTEGRAL COVE EBA EBA

104 CONTROL 139 SF CRRF CRRF INTEGRAL COVE EP EP

105 CHARGING 661 SF CRRF CRRF INTEGRAL COVE EP PS

106 INCINERATOR 707 SF CRRF CRRF INTEGRAL COVE EP PS

107 OFFICE 138 SF CRRF CRRF INTEGRAL COVE EP EP

108 MECHANICAL A 238 SF SC - - -

109 CART STAGING 906 SF CRRF CRRF INTEGRAL COVE EP EP

S1 STAIR 89 SF SC - - - ALL EXPOSED METAL SURFACES OF STAIR INCLUDING HAND RAIL TO BE PAINTED

SECOND FLOOR

200 MECHANICAL B 995 SF SC - - - METAL GUARD RAIL TO BE PAINTED

ROOM FINISH LEGEND:

SC = SEALED CONCRETE

CRRF = CHEMICAL RESISTANT RESINOUS FLOOR

EP = EPOXY PAINT

PS = PAINTED STRUCTURE WITH NON-EPOXY PAINT

- = NO FINISH

EBA = EMBOSSED BARE ALUMINUM

CRRF INTEGRAL COVE = BASE TO EXTEND 6" MIN ABOVE FLOOR HAVE STAINLESS STEEL TERMINATION STRIP AT TOP EDGE

ALL STEEL DOORS AND FRAMES TO BE PAINTED ON INTERIOR AND EXTERIOR SURFACES

WINDOW STOOLS TO BE SOLID SURFACE

EXTERIOR WINDOWS OF ROOM 104 AND 107 TO HAVE ROLLER SHADES: ROLLER SHADE MATERIAL AND COLOR TO BE SELECTED FROM MANUFACTURER'S STANDARD RANGE.

COLORS USED ON EXTERIOR SURFACES ARE TO BE SELECTED BY OWNER FROM MANUFACTURER'S STANDARD RANGE OF COLORS TO COORDINATE WITH THE COLORS USED ON BOTH BUILDINGS 5 AND 7, COLORS USED ON INTERIOR SURFACES ARE TO BE SELECTED BY OWNER FROM MANUFACTUER'S STANDARD RANGE OF COLORS TO COORDINATE WITH THE INTERIOR COLORS ON BUILDING 5.

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

A-301

A-301

EXISTING BUILDING 4 BEYOND

FAN - SEE

MECH DWGS

LOUVER - SEE MECH

DWGS FOR SIZES

4' - 0"

FACE OF CMU

17' - 4"

CAST IRON BOOT

DOWNSPOUT

DOWNSPOUT

CAST IRON BOOT

DOWNSPOUT

CAST IRON BOOT

CAST STONE SILL

SNOW GUARD -

BAR TYPE

PAINTED STEEL

CANOPY SUPPORTS - TYP

ALUMINUM WINDOWS

SNOW GUARD -

BAR TYPE

BOLLARD

BEYOND

FAN - SEE

MECH DWGS

INCINERATOR STACK

BOLLARD

BEYOND

CAST IRON BOOT

DOWNSPOUT METAL GUTTER

METAL GUTTER

CJ CJ

STANDING SEAM MOUNTED WALKWAY /

PLATFORM WITH GUARD RAIL

OUTSIDE AIR INTAKE

- SEE MECH DWGS

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

A-301

ALUMINUM WINDOW

INCINERATOR STACK

PAINTED STEEL

CANOPY

SUPPORTS - TYP

LOUVER L2 - SEE MECH DWGS

4' - 0"

FACE OF CMU

FAN - SEE

MECH DWGS

2' - 0"

FACE OF CMU

14' - 8"

LOUVER - SEE MECH

DWGS FOR SIZES

A-301

BRICK VENEER

METAL GUTTER

DOWNSPOUT

CAST IRON BOOT

CAST IRON BOOT

DOWNSPOUT

METAL GUTTER

BOLLARD - SEE

CIVIL DWGS

PLATFORM -

SEE STRUCT DWGS

METAL GUTTER

CAST STONE SILL

DOWNSPOUT

METAL GUTTER

CJ CJ

" 1

" 2

STANDING SEAM MOUNTED

WALKWAY / PLATFORM WITH GUARD RAIL

OUTSIDE AIR INTAKE BEYOND-

SEE MECH DWGS

GUY WIRE

GUY WIRE

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

INCINERATOR STACK

PLATFORM AT BUILDING

5 TO BE REPLACED

BRICK VENEER

VERTICAL RIB METAL SIDING - SIM TO BUILDING 7

A-301

FACE OF CMU

2' - 6"

LOUVER - REFER TO MECH

DWGS FOR SIZES

PAINTED STEEL

CANOPY SUPPORT

A-301

CAST STONE SILL

SNOW GUARD -

BAR TYPE

DOWNSPOUT

CAST IRON BOOT

METAL GUTTER

CAST IRON BOOT

BOLLARD - SEE

CIVIL DWGS

METAL GUTTER

DOWNSPOUT

DOWNSPOUT

CAST IRON BOOT

CJ

CJ

CJ

OH COILING DOOR

OUTSIDE AIR INTAKE -

SEE MECH DWGS

GUY WIRE

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

A-301

A-301

CORRIDOR

FACE OF CMU

LOUVER - REFER TO

MECH DWGS

FAN - REFER TO

MECH DWGS

/8

17' - 3 1/2"

25' - 11 1/2"

SNOW GUARD -

BAR TYPE

BRICK VENEER

CAST STONE SILL

VERTICAL RIB

METAL SIDING

DOWNSPOUT

CAST IRON BOOT

METAL GUTTER

STANDING SEAM

MEAL ROOF

DOWNSPOUT

CAST IRON BOOT

BOLLARD

BEYOND

CAST IRON BOOT

DOWNSPOUT

(T Y

P

CJ CJ

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

EXTERIOR ELEVATIONS

A-201

A-101 1/8" = 1'-0"

B EAST ELEVATION

A-101 1/8" = 1'-0"

A NORTH ELEVATION

A-101 1/8" = 1'-0"

D SOUTH ELEVATION

4' 8' 16'0

A-101 1/8" = 1'-0"

C WEST ELEVATION

4' 8' 16'0 4' 8' 16'0

4' 8' 16'0

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

A-301

INCINERATOR

OFFICE

A-302

CEILING AS SCHEDULED

INCINERATOR-

SHOWN CONCEPTUALLY

WALKWAY AND GUARD RAIL

INCINERATOR STACK

ININERATOR SERVICE PLATFORM/RAILING-

SHOWN CONCEPTUALLY

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

MECHANICAL B

COOLER

COOLER

MECHANICAL A

OUTSIDE AIR INTAKE-

SEE MECH DWGS

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

A-301

A-301

INCINERATOR

CHARGING

COOLER

CORRIDOR

MECHANICAL B

PAINTED STEEL PIPE GUARD RAIL

101B

106C 104B

W2W2W2

PAINTED GYP BOARD ENCLOSURE ACROSS BOTTOM OF STAIR

A-302

(TYP)

5' - 0"

23' - 3 1/2"

3' - 4"

CAST IRON BOOT

DOWNSPOUT

METAL GUTTER

CEILING AS SCHEDULED

INCINERATOR AND CHARGING SECTION -

SHOWN CONCEPTUALLY

INCINERATOR STACK

ININERATOR SERVICE PLATFORM/RAILING-

SHOWN CONCEPTUALLY

PAINTED STEEL POST

FIRST FLOOR

0"

SECOND FLOOR

12' - 0"

A-302

METAL GUTTER

DOWNSPOUT

CAST IRON BOOT

METAL GUTTER

DOWNSPOUT

CAST IRON BOOT

FAN - SEE

MECH DWGS

BOLLARD - SEE

CIVIL DWGS

PAINTED STEEL POST

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

BUILDING SECTIONS

A-301

A-101 1/4" = 1'-0"

1 BUILDING SECTION

2' 4' 8'0 A-101 1/4" = 1'-0"

2 BUILDING SECTION

2' 4' 8'0

A-101 1/4" = 1'-0"

3 BUILDING SECTION

2' 4' 8'0

A-101 1/4" = 1'-0"

4 BUILDING SECTION

2' 4' 8'0

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

A-102 A-102

A-102

A-102 0 06/26/18 TD FINAL TURNOVER

1' - 2 1/4"

FIRST FLOOR

0'-0"

CMU FOUNDATION &

CONCRETE FOOTING -

SEE STRUCT DWGS

2" RIGID

PERIMETER INSULATION

CONCRETE SLAB -

SEE STRUCT DWGS

8" CMU

GRADE

CAST IRON BOOT

CAST STONE SILL -

SEE DETAIL THIS DWGS

DOWN SPOUT

BRICK VENEER

VERTICAL RIB METAL

SIDING ATTACHED

TO HORIZONTAL Z

FURRING

METAL

GUTTER

STANDING SEAM

METAL ROOF

SNOW GUARD -

BAR TYPE

ROOF STRUCTURE AND DECK-

SEE STRUCT DWGS

1 1/2" RIGID INSULATION

AIR/WATER BARRIER

A-302

C

VERTICAL AND HORIZ

REINFORCING - SEE

STRUCT DWGS

A-302

B

METAL FASCIA

SOLID SOFFIT

RIGID INSULATION

A-302

A

2' - 0"

VAPOR RETARDER -

SEE STRUCT DWGS

CONCRETE FLOOR - SEE

STRUCT DWGS

GRADE

WEEP HOLES @ 4'-0" OC

THRU-WALL FLASHING

BRICK VENEER

1 1/2" RIGID INSULATION

CAVITY

DRAINAGE FABRIC

AIR/ WATER BARRIER

2" RIGID

PERIMETER INSULATION

8" CMU

ISOLATION JOINT -

SEE STRUCT DWGS

1' - 2 1/4"

BRICK VENEER WALL

w/ CMU BACK-UP - SEE

TYPICAL CONSTRUCTION DETAIL

CAST STONE SILL

BRICK VENEER

1 1/2" RIGID INSULATION

AIR/ WATER BARRIER

VERTICAL RIB METAL

SIDING ATTACHED TO

1 1/2" VERTICAL 'Z'

FURRING

1 1/2" HORIZ

HAT CHANNELS

THRU-WALL

FLASHING

THRU-WALL FLASHING

8" CMU

11 7/8"

VERTICAL RIB METAL SIDING

w/ CMU BACK-UP - SEE

TYPICAL CONSTRUCTION DETAIL

1/2"

EILING - SEE DWG A-103

STANDING SEAM METAL ROOF

SNOW GUARD - BAR TYPE

METAL FASCIA

SOLID SOFFIT

RIGID INSULATION

GUTTER STRAP -

FASTEN TO GUTTER

AND EDGE FLASHING

1"x1" CONTINUOUS

DRIP EDGE

EDGE FLASHING WITH

3/4" OPEN HEM TO

HANG GUTTER

CLOSURE (SET IN

CONTINUOUS SEALANT)

METAL PANEL END -

FASTEN w/ RIVETS

PT WOOD BLOCKING

PANEL CLIP

PT WOOD BLOCKING

FLEXIBLE SPRAY FOAM

INSULATION TO FILL ALL VOIDS

AROUND STRUCTURAL MEMBERS

AND DECK FLUTES

DOWNSPOUT

11 7/8"

VERTICAL RIB METAL SIDING

w/ CMU BACK-UP - SEE

TYPICAL CONSTRUCTION DETAIL

8"

BENT PLATE - SEE STRUCT DWGS

PT WOOD BLOCKING

5 1/2"

3"

/2

CAST STONE SILL

1' - 2 1/4"

FIRST FLOOR

0'-0"

2" RIGID

PERIMETER

INSULATION

CONCRETE SLAB -

SEE STRUCT DWGS

8" CMU

CONCRETE SLAB -

SEE STRUCT DWGS

CONCRETE PIER - SEE

STRUCT DWGS

CAST STONE SILL -

SEE DETAIL THIS DWG

BRICK VENEER

VERTICAL RIB METAL

SIDING ATTACHED

TO HORIZONTAL Z

FURRING

1 1/2" RIGID INSULATION

AIR/WATER BARRIER

VERTICAL AND HORIZ

REINFORCING - SEE

STRUCT DWGS

7' - 9"

6' - 1"

METAL CLOSURE TRIMPT WOOD BLOCKING

WOOD BLOCKING

SNOW GUARD -

BAR TYPE

STANDING SEAM

METAL ROOF

METAL GUTTER

METAL FASCIA

SOLID SOFFIT

1 1/2" METAL FURRING

@ 1'-4" OC

A-302

E

A-302

D

PAINTED STEEL

CANOPY SUPPORT

ROOF STRUCTURE -

SEE STRUCT DWGS

A-302

A-302

B

A-302

C

CMU FOUNDATION &

CONCRETE FOOTING -

SEE STRUCT DWGS

2' - 0"

VAPOR RETARDER -

SEE STRUCT DWGS

1' - 2 1/4"

FIRST FLOOR

0'-0"

8" CMU

GRADE

CAST IRON BOOT

CAST STONE SILL -

SEE DETAIL THIS DWG

DOWNSPOUT

BRICK VENEER

VERTICAL RIB METAL

SIDING ATTACHED

TO HORIZONTAL Z

FURRING

CEILING - SEE DWG A-103

METAL

GUTTER

STANDING SEAM

METAL ROOF

SNOW GUARD -

BAR TYPE

ROOF STRUCTURE

AND DECK- SEE

STRUCT DWGS

1 1/2" RIGID INSULATION

AIR/WATER

BARRIER

A-302

C

VERTICAL AND HORIZ

REINFORCING - SEE

STRUCT DWGS

A-302

B

METAL FASCIA

SOLID SOFFIT

RIGID INSULATION

A-302

A

SIM

CMU FOUNDATION &

CONCRETE FOOTING -

SEE STRUCT DWGS

2" RIGID

PERIMETER INSULATION

CONCRETE SLAB -

SEE STRUCT DWGS

VAPOR RETARDER -

SEE STRUCT DWGS

2' - 0"

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL CONSTRUCTION

DETAIL

11 7/8"

METAL

TRANSITION FLASHING

FOAM & METAL CLOSURE

PANEL CLIP

VERTICAL RIB METAL SIDING

8" CMU

ROOF STRUCTURE -

SEE STRUCT DWGS

STANDING SEAM METAL ROOF

SNOW GUARD - BAR TYPE

METAL FASCIA

SOLID SOFFIT

GUTTER STRAP -

FASTEN TO GUTTER

AND EDGE FLASHING

1"x1" CONTINUOUS

DRIP EDGE

EDGE FLASHING WITH

3/4" OPEN HEM TO

HANG GUTTER

CLOSURE (SET IN

CONTINUOUS SEALANT)

METAL PANEL END -

FASTEN w/ RIVETS

PT WOOD BLOCKING

PANEL CLIP

PT EXTERIOR

WOOD SHEATHING

BENT PLATE -

SEE STRUCT DWGS

1 1/2" METAL FURRING

@ 1'-4" OC

PAINTED STEEL

CANOPY SUPPORT

ROOF STRUCTURE -

SEE STRUCT DWGS

GABLE FLASHING

GABLE ANGLE @ 2'-0" OC

CONTINUOUS CLEAT

METAL FASCIA OVER

EXTERIOR

WOOD SHEATHING

METAL FASCIA

METAL DECK

STANDING SEAM METAL ROOF

ROOF STRUCTURE -

SEE STRUCT DWGS

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

WALL SECTIONS AND DETAILS

A-302

A-301 1" = 1'-0"

1 WALL SECTION

6" 1' 2'0

A-302 1 1/2" = 1'-0"

C

WALL BASE

DETAIL AT GRADE

A-302 1 1/2" = 1'-0"

B CAST STONE SILL FLASHING

6" 1'6"0 1'

6" 1'6"0 1'

A-302 1 1/2" = 1'-0"

A EAVE DETAIL

6" 1'6"0 1'

GENERAL SHEET NOTES

1.

2.

3.

REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

REFER TO STRUCTURAL DWGS FOR BOND BEAM AND LINTEL

LOCATIONS.

REFER TO DWG A-501 FOR TYPICAL WALL CONSTRUCTION

DETAILS.

3" = 1'-0"

CAST STONE SILL

3" 9"0 6"

A-102 1" = 1'-0"

3 WALL SECTION

A-301 1" = 1'-0"

2 WALL SECTION

6" 1' 2'0

A-302 1 1/2" = 1'-0"

E FIXED HEADWALL FLASHNG DETAIL

A-302 1 1/2" = 1'-0"

D CANOPY EAVE DETAIL

6" 1'6"0 1'6" 1'6"0 1'

A-102 1 1/2" = 1'-0"

CANOPY

GABLE FLASHING

6" 1'6"0 1'A-302

A-102

6" 1' 2'0

0 06/26/18 TD FINAL TURNOVER

LANDING

SUPPORT CHANNELS

STEEL ANGLE CLEATS

CONCRETE FILL

1 1/2" DIA SCH 40

PIPE HANDRAIL

1 1/2" DIA SCH 40 PIPE

SUPPORT POST

AT 5'-0" OC (MAX)

12" STEEL

CHANNEL STRINGER

STEEL PAN

TREADS & RISERS

CONCRETE FILL

STEEL

PAN LANDING

STEEL CHANNEL

12" STEEL

CHANNEL STRINGER

2"

6"

1' - 0"

TOE PLATE

FLOOR LEVEL BEYOND

E Q

E Q

PAINTED GUARDRAIL-

FOR GUARDRAIL EXTENT

SEE SECTION 3/A-301

STEEL PAN TREADS

AND RISERS

STEEL ANGLE CLEATS

CONCRETE FILL

TREADS TO BE SEALED

CONCRETE, ALL EXPOSED

STEEL SURFACES OF STAIR TO

BE PAINTED

1 1/2" DIA SCH 40 PIPE

HANDRAIL WITH PAINT FINISH

1/4" CLOSURE PLATE -

WELD AND GRIND SMOOTH

STEEL ANGLE w/ 1/2" DIA

EXPANSION BOLTS

C12 STEEL

CHANNEL STRINGER

2"

1"

SUPPORT BRACKET

WITH PAINT FINISH

1' - 0"

4' - 0"

5' - 0"

S1

STAIR

S1

R

IS

E

R S

/8

T

R E

A D

S

3' - 6"

A-402

A-402

/4

A-402

1 1/2" DIA SCH 40 PIPE

SUPPORT POST

AT 5'-0" OC (MAX)

(PAINTED)

1/4" STEEL TOE PLATE

E Q

E Q

H

IG

H

3 1/16"

CONCRETE SLAB

OVER METAL DECK

CMU WALL -

SEE STRUCT DWGS

GUARDRAIL BASE PLATE -

SEE DETAIL THIS DWGSEQ EQ

3/16"

1 1/4" 1 1/4"

2 1/2"

(2) 9/16" DIA HOLE

FOR 1/2" EXP ANCHORS

1 1/2" DIA SCH 40

SUPPORT PIPE

1/2" THICK PLATE

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

ENLARGED STAIR PLANS

A-402

A-402 3/4" = 1'-0"

1 STAIR TOP LANDING

A-402 3/4" = 1'-0"

2 STAIR BOTTOM LANDING

1' 3'0 2'

1' 3'0 2'

A-101 1/2" = 1'-0"

A ENLARGED STAIR PLAN

1' 2' 4'0

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

A-402 1 1/2" = 1'-0"

3 GUARDRAIL SECTION

6" 1'6"0 1'

3" = 1'-0"

GUARDRAIL BASE PLATE

3" 9"0 6"

3/16" x 2" STEEL STRAPS @

EVERY 4'-0", ANCHOR TO DECK

1/4" x 3" x 3" x 1'-0" LONG

STEEL ANGLES 4'-0" OC,

ANCHOR TO STEEL PLATE

METAL DECK

CMU WALL

FIRE SAFING

1/4" x 3" x 3" x 1'-0" LONG

STEEL ANGLES 4'-0" OC,

ANCHOR TO STEEL PLATE

METAL DECK

CMU WALL

FIRE SAFING

3/16" x 2" STEEL STRAPS @

EVERY 4'-0", ANCHOR TO DECK

1/4" x 3" x 3" x 1'-0" LONG

STEEL ANGLES 4'-0" OC,

ANCHOR TO STEEL PLATE

METAL DECK

SOUND ATTENUATION

INSULATION

IN FLUTES WHERE

SCHEDULED (STC)

CMU WALL

1/4" x 3" x 3" x 1'-0" LONG

STEEL ANGLES 4'-0" OC,

ANCHOR TO STEEL PLATE

METAL DECK

SOUND ATTENUATION

INSULATION

IN FLUTES WHERE

SCHEDULED (STC)

CMU WALL

NO. 5 WIRE @ 2'-0" LONG,

GREASED ONE END & LAID

IN EVERY OTHER COURSE

AT CONTROL JOINT

FOR VENEER CONTROL JOINT

LOCATIONS SEE EXTERIOR

ELEVATIONS

1 1/2" RIGID INSULATION

LIQUID APPLIED

VAPOR/ AIR BARRIER

JOINT REINFORCING SHALL NOT

EXTEND THRU CONTROL JOINT

FACE BRICK

4" NOMINAL

AIR BARRIER DETAIL

TAPE AT RIGID

INSULATION JOINTS

SEALANT w/

JOINT BACKING

8" CMU

SEALANT w/

JOINT BACKING,

BOTH SIDES

3/8" (CJ)

#5 REBAR AND GROUT

CMU CORE SOLID (TYP) -

SEE STRUCT DWGS

FOR CMU BACK-UP CONTROL

JOINT LOCATIONS - SEE

STRUCT DWGS

SHEAR KEY

HORIZ JOINT REINFORCEMENT

WITH BRICK TIES @ 1'-4" OC

HORIZ & 1'-4" OC VERTICALLY

RAKE JOINT 3/8"

PROVIDE SEALANT &

JOINT BACKING,

BOTH SIDES

CMU

#4 BARS FILL CORES

w/ MORTAR

CMU

JOINT REINFORCING

DO NOT EXTEND THRU

CONTROL JOINT

#5 WIRE EXTEND

1'-6" INTO CMU

PARTITION GREASED

& LAID IN EVERY

OTHER COURSE

/8

3/8" (CJ)

#5 WIRE 2'-0" LONG

GREASED ONE END & LAID

IN EVERY OTHER COURSE

AT CONTROL JOINT

JOINT REINFORCEMENT

SHALL NOT EXTEND

THRU CONTROL JOINT

#5 REBAR AND GROUT

CMU CORE SOLID (TYP)

SEALANT w/ JOINT BACKING, BOTH SIDES

CMU

SHEAR KEY

SEALANT w/

JOINT BACKING

TYPICAL BRICK VENEER WALL

w/ CMU BACK-UP CONSTRUCTION

SCALE: 1 1/2" = 1'-0"

TYPICAL WALL CONSTRUCTION DETAILS

3 5/8" 3" 7 5/8"

1' - 2 1/4"

4" BRICK VENEER

AIR/ WATER BARRIER

VERTICAL AND HORIZ

REINFORCING - SEE

STRUCT DWGS

8" CMU

BRICK TIE

1 1/2" RIGID INSULATION

w/ 1 1/2" 'Z' FURRING

SPACED AT 2'-0" OC

VERTICALLY

6" 1'6"0 1'

TYPICAL VERTICAL RIB METAL SIDING

w/ CMU BACK-UP CONSTRUCTION

SCALE: 1 1/2" = 1'-0" 6" 1'6"0 1'

VERTICAL RIB METAL SIDING

ATTACHED TO HAT CHANNELS

1 1/2" HAT CHANNELS

SPACED 16" OC HORIZ

ATTACHED TO 'Z' FURRING

1 1/2" RIGID INSULATION

w/ 1 1/2" 'Z' FURRING

SPACED AT 2'-0" OC

VERTICALLY

AIR/ WATER BARRIER

VERTICAL AND HORIZ

REINFORCING - SEE

STRUCT DWGS

8" CMU

1 1/4" 3" 7 5/8"

11 7/8" +/-

DIMENSION VARIES PER

METAL SIDING MANUFACTURER

SELECTED

CEILING WHERE

SCHEDULED

BASE AS SCHEDULED

FINISHED FLOOR

CMU

#5'S @ 48" VERTICAL

BARS AT INTERIOR

NON-BEARING WALLS

#5 DOWEL WITH HILTI

HIT-HY 200 EPOXY

(3 1/2" EMBED INTO 5"

SLAB-ON-GRADE)

L d

FOR BEARING WALLS -

REFER TO STRUCTURAL

FOR CONNECTION

H

IG

H W

A L L

CEILING WHERE

SCHEDULED

BASE AS SCHEDULED

FINISHED FLOOR

CMU

#5'S @ 48" VERTICAL

BARS AT INTERIOR

NON-BEARING WALLS

#5 DOWEL WITH HILTI

HIT-HY 200 EPOXY

(3 1/2" EMBED INTO 5"

SLAB-ON-GRADE)

L d

FOR BEARING WALLS -

REFER TO STRUCTURAL

FOR CONNECTION

V A

R

IE

S

METAL DECK

CMU LINTEL -

SEE LINTEL SCHEDULE

PT WOOD BLOCKING

CLIP ANGLE

ALL AROUND

SOLID 8" CMU SILL

SILL

FLASHING

THRU-WALL

FLASHING SET

IN SEALANT

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL CONSTRUCTION

DETAIL

11 1/8"

METAL LOUVER

PT WOOD

BLOCKING

D R

A W

IN

G

S F

O R

S

IZ

E

S E

E M

E C

H A

N

IC

A L

COMPRESSION

EXPANSION

JOINT SEAL

1"

CORRIDOR EXTERIOR WALL

EXTERIOR

VENEER FACE OF

EXISTING BUILDING

H

IG

H

CAST IRON BOOT

FOR 3" x 4"

RECTANGULAR

DOWNSPOUT

GRADE LEVEL

PAINT BOOT TO

MATCH BRICK

COLOR

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

MISCELLANEOUS DETAILS

A-501

3" = 1'-0"

RATED CMU WALL HEAD @

METAL DECK - PARALLEL

3" = 1'-0"

RATED CMU WALL HEAD @

METAL DECK - PERPENDICULAR

3" = 1'-0"

NON-RATED CMU WALL HEAD @

METAL DECK - PARALLEL

3" = 1'-0"

NON-RATED CMU WALL HEAD @

METAL DECK - PERPENDICULAR

3" 9"0 6"3" 9"0 6"3" 9"0 6"3" 9"0 6"

1 1/2" = 1'-0"

TYPICAL EXTERIOR MASONRY

CONTROL JOINT DETAIL

1 1/2" = 1'-0"

TYPICAL DETAIL 90 DEGREE

INTERIOR CMU CONTROL JOINT

1 1/2" = 1'-0"

TYPICAL DETAIL INTERIOR CMU

CONTROL JOINT

6" 1'6"0 1' 6" 1'6"0 1'

6" 1'6"0 1'

1" = 1'-0"

PARTITION TYPES

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

TYPICAL LOUVER SECTION

6" 1'6"0 1'

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

6" = 1'-0"

EXTERIOR EXPANSION

COMPRESSION SEAL

TYPE

NOMINAL

WIDTH

ACTUAL

WIDTH INSUL UL# STC

FIRE

RATING

B1 8" 7 5/8" U905 2

TYPE

NOMINAL

WIDTH

ACTUAL

WIDTH INSUL UL# STC

FIRE

RATING

A1 8" 7 5/8"

1 1/2" = 1'-0"

TYPICAL

DOWNSPOUT BOOT DETAIL

6" 1'6"0 1'

6"8" 6"8"

BA C D F1

PER DOOR WIDTH

2"2"

F2

PER DOOR WIDTH

2"2"

E

WINDOW PER

COOLER MFR STD

SEE REMARKS

COLUMN FOR

GLASS TYPE

SEE REMARKS

COLUMN FOR

GLASS TYPE

6"4"

F

SEE REMARKS

COLUMN FOR

GLASS TYPE

G

OVERHEAD

COILING DOOR

CLEAR

1' -0"

MIN

4" TYP

DOOR SCHEDULE

DOOR OPENING

VARIES - SEE

CLEAR

1'-6" MIN2'-8" CLEAR

SEALANT,

BOTH SIDES

STEEL FRAME -

GROUT FILLED

CMU

CMU LINTEL - SEE

LINTEL SCHEDULE

FRAME PROFILE

SEE TYPICAL

HEAD 1 JAMB 1

ANCHORS

(3) PER JAMB

STEEL FRAME -

GROUT FILLED

CMU

F R

A M

E P

R O

F

IL

E S

S E

E T

Y P

IC

A

L

SEALANT.

BOTH SIDES

/4

HEAD 2 JAMB 2A

SEALANT w/ JOINT

BACKING, BOTH SIDES

7 5/8"

/4

8" CMU LINTEL - SEE

LINTEL SCHEDULE

/4

FACE BRICK w/ CMU

BACK-UP - SEE TYPICAL

CONSTRUCTION DETAIL

STEEL FRAME -

GROUT FILLED

/8

/8

2"

ANCHOR

3 PER JAMB (MIN)

11 7/8" +/-

JAMB 2B

/8

VERTICAL RIB

METAL SIDING w/ CMU

BACK-UP - SEE TYPICAL

CONSTRUCTION DETAIL

STEEL FRAME -

GROUT FILLED

2"VERTICAL RIB

METAL SIDING

ANCHOR

3 PER JAMB (MIN)

METAL SIDING BASE FLASHING

TERMINATE THRU WALL FLASHING

W/ HEMMED DRIP EDGE

3"

/8

METAL

CLOSURE TRIM

CAST STONE BELOW

BULLNOSE CMU

BULLNOSE CMU

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL CONSTRUCTION

DETAIL

2" 3' - 7 1/2"

W1

3' - 11 1/2"

2"

/2

M.O.

4' - 0"

A-601

A-601

A-601

CONCRETE FLOOR

/2

1" INSULATED GLASS

ALUMINUM FRAME

8" CMU LINTEL - SEE

LINTEL SCHEDULE

11 7/8" +/-

TERMINATE THRU WALL FLASHING

W/ HEMMED DRIP EDGE

METAL SIDING BASE FLASHING

SEALANT w/ JOINT

BACKING, BOTH SIDES

ALUMINUM WINDOW

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL CONSTRUCTION

DETAIL

1" INSULATED GLASS

/8

VERTICAL RIB

METAL SIDING

SILL BELOW

CAST STONE SILL BELOW

ALUMIMUM WINDOW

SEALANT, BOTH SIDES

METAL CLOSURE TRIM

1" INSULATED GLASS

BULLNOSE CMU

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL CONSTRUCTION

DETAIL

2" 3' - 7 1/2"

3' - 11 1/2"

2"

/2

M.O.

4' - 0"

M .O

W2

CONCRETE FLOOR

A-601

A-601

A-601

FIRE RATED

GLAZING

STEEL FRAME

STEEL FRAME

FIRE RATED GLAZING

CMU

CMU LINTEL - SEE

LINTEL SCHEDULE

SEALANT ALL AROUND,

BOTH SIDES

APPLIED STEEL STOP -

FASTEN w/ FLAT HEAD

SCREWS @ 2'-0" OC (TYP)

FIRE RATED GLAZING

SEALANT ALL AROUND,

BOTH SIDES

STEEL FRAME

APPLIED STEEL STOP -

FASTEN w/ FLAT HEAD

SCREWS @ 2'-0" OC (TYP)

BULLNOSE CMU

1' - 2 1/4" VENEER BRICK w/ CMU

BACK-UP - SEE TYPICAL

CONSTRUCTION DETAIL

1" INSULATED GLASS

CAST STONE SILL

SEALANT, BOTH SIDES

THRU-WALL FLASHING

SOLID

SURFACE SILL

PT WOOD BLOCKING

ALUMINUM WINDOW

STEEL FRAME

SEALANT ALL AROUND,

BOTH SIDES

FIRE RATED GLAZING

8" CMU

APPLIED STEEL STOP -

FASTEN w/ FLAT HEAD

SCREWS @ 2'-0" OC (TYP)

1 15/16" VARIES 1 15/16"

/8

A T

H E

A D

A T

J A

M B

1/2"

SEE PARTITION TYPE

VARIES 1/2"

METAL SIDING BASE FLASHING

TERMINATE THRU WALL FLASHING

W/ HEMMED DRIP EDGE

11 7/8" +/-

VERTICAL RIB METAL

SIDING w/ CMU BACK-UP -

SEE TYPICAL CONSTRUCTION

DETAIL

8" CMU LINTEL - SEE

LINTEL SCHEDULE

OVERHEAD COILING

DOOR HOOD

OVERHEAD

COILING DOOR

S

IZ

E O

F H

O O

D

C H

E C

K w

/M F

R F

O R

BULLNOSE CMU

11 7/8" +/-

VERTICAL RIB

METAL SIDING w/ CMU

BACK-UP - SEE TYPICAL

CONSTRUCTION DETAIL

VERTICAL RIB

METAL SIDING

METAL

CLOSURE TRIMOVERHEAD

COILING DOOR

OVERHEAD

COILING DOOR

TRACK & ANCHOR

HEAD 3 JAMB 3A

OVERHEAD

COILING DOOR

11 7/8" +/-

VERTICAL RIB

METAL SIDING w/ CMU

BACK-UP - SEE TYPICAL

CONSTRUCTION DETAIL

SLOPE

FLASHING DOWN

METAL

CLOSURE

TRIM

SILL 3B

Agricultural Research

Service

REPLACEMENT OF BUILDING 4

ANIMAL CARCASS INCINERATOR

AMES, IOWA

U

S

D

A

A-E FIRM USDA

PROJECT MANAGER EPM

DESIGNER LM

CHECKED BY SAFETY & HEALTH

DRAWN BY REAL PROPERTY

SOLICITATION NO.

DATE

DWG NO.

SHEET OF

T. DAVIDHEISER

205 West Welsh Drive

Douglassville, PA 19518

P: 610-385-8200

B. A'HEARN

M. KUENNEN

D. MAGEE

P. BORDELON

D. KURTZ

R. DARLINGTON

D. KURTZ

DOOR AND WINDOW SCHEDULES

A-601

- DOOR SCHEDULE -

DOOR

NUMBER

DOOR FRAME

FIRE

RATING

HARDWARE

SET REMARKSTYPE MAT.

NOMINAL SIZE

TYPE MAT.

DETAIL

WIDTH HEIGHT THICKNESS JAMB HEAD SILL

100A F STL 52" 84" 1 3/4" F1 STL 1 1 90 MIN 1 1/4" WIRE GLASS

100B A STL 52" 84" 1 3/4" F1 STL 1 1 1 1/4" TEMPERED GLASS

101A A STL 52" 84" 1 3/4" F1 STL 2A/2B 2 2 1" INSULATED GLASS, CARD READER AT EXTERIOR AND INTERIOR

101B A STL 52" 84" 1 3/4" F1 STL 2A/2B 2 2 1" INSULATED GLASS, CARD READER AT EXTERIOR AND INTERIOR

102 E STL 52" 84" 4" - STL - - 4 DOOR FURNISHED AS PART OF COOLER ROOM, CARD READER AT EXTERIOR OF COLD ROOM

103 E STL 52" 84" 4" - STL - - 4 DOOR FURNISHED AS PART OF COOLER ROOM, CARD READER AT EXTERIOR OF COLD ROOM

104A A STL 36" 84" 1 3/4" F1 STL 1 1 5 1/4" TEMPERED GLASS, CARD READER ON CORRIDOR SIDE

104B F STL 36" 84" 1 3/4" F1 STL 1 1 90 MIN 6 1/4" WIRE GLASS

105A F STL 52" 84" 1 3/4" F1 STL 1 1 90 MIN 7 1/4" WIRE GLASS, CARD READER ON CORRIDOR SIDE

105B A STL 36" 84" 1 3/4" F1 STL 2A/2B 2 8 1" INSULATED GLASS, PANIC BAR

106A A STL 52" 84" 1 3/4" F1 STL 1 1 9 1/4" TEMPERED GLASS

106B B STL 72" 84" 1 3/4" F2 STL 2A/2B 2 10 1" INSULATED GLASS, CARD READER AT EXTERIOR

106C C STL 36" 84" 1 3/4" F1 STL 2A/2B 2 11 CARD READER AT EXTERIOR

107 A STL 36" 84" 1 3/4" F1 STL 1 1 12 1/4" TEMPERED GLASS

108 D STL 72" 84" 1 3/4" F2 STL 2A/2B 2 14 CARD READER AT EXTERIOR AND INTERIOR

111 - STL 52" 84" 1 3/4" F1 STL - - - FRAME ONLY

200 G STL 72" 96" 2" STL 3A 3 3B - INSULATED OVERHEAD COILING DOOR

S1 C STL 42" 84" 1 3/4" F1 STL 2A/2B 2 3 CARD READER AT EXTERIOR AND INTERIOR

1/4" = 1'-0"

DOOR AND FRAME TYPES

1/2" = 1'-0"

TYPICAL DOOR DETAIL

2' 4' 8'0

1' 2' 4'0

1 1/2" = 1'-0"

HEAD AND JAMB

DOOR DETAILS - INTERIOR

1 1/2" = 1'-0"

HEAD AND JAMB

DOOR DETAILS - EXTERIOR

6" 1'6"0 1'

6" 1'6"0 1'

1/4" = 1'-0"

W1 EXTERIOR

WINDOW ELEVATION

A-601 1 1/2" = 1'-0"

1 W1 HEAD DETAIL

A-601 1 1/2" = 1'-0"

2 W1 JAMB DETAIL

1/4" = 1'-0"

W2 INTERIOR

WINDOW ELEVATION

A-601 1 1/2" = 1'-0"

4 W2 HEAD DETAIL

A-601 1 1/2" = 1'-0"

5 W2 JAMB DETAIL

A-601 1 1/2" = 1'-0"

3 W1 SILL DETAIL

A-601 1 1/2" = 1'-0"

6 W2 SILL DETAIL

6" 1'6"0 1' 6" 1'6"0 1' 6" 1'6"0 1'

6" 1'6"0 1' 6" 1'6"0 1' 6" 1'6"0 1'

2' 4' 8'0 2' 4' 8'0

GENERAL SHEET NOTES

1. REFER TO DWG G-002 FOR ABBREVIATIONS AND GENERAL

SYMBOLS.

6" = 1'-0"

TYPICAL BUTT FRAME

HEAD AT MASONRY WALLS

1" 2" 4"0

DOOR NOTES

1.

2.

3.

PROVIDE THRESHOLD AT EXTERIOR DOORS.

ALL CONTROLLED ACCESS DOORS TO FAIL SAFE IN POWER LOSS

EVENT

REFER TO SPECIFICATION 08 70 10 FOR DETAILED DOOR

HARDWARE INFORMATION.