CASS-MULTIBLDG-ROOFREPLACEMENT-PLANS.pdf

PDF 4 MB Posted Jul 25, 2022

Attached to: Cass Job Corps Center Multi Building Roof Replacement
Solicitation number: 1282A722R0009
Issued by: Department of Agriculture Forest Service

About this file

Written by GovTribe AI · Dec 28, 2023

This document package contains plans and drawings for a roof replacement project at the Cass Job Corps Civilian Conservation Center. The project involves replacing roofs on multiple buildings, including administrative, student union, education, welding shop, warehouse, student services, lumber storage, and wastewater treatment buildings. The drawings depict existing roof conditions, proposed roof designs, and specifications. Offerors are encouraged to visit the site to evaluate the scope of work. Proposals must be submitted electronically to the Contracting Officer by the specified due date. The project is valued between $500,000 and $1,000,000 and will be completed by the USDA Forest Service at the Cass Job Corps Center located in Ozark, Arkansas.

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Other files

File	Type	Posted
Cass Multi Bldg Roof Project Questions and Answers.pdf	PDF	Aug 23, 2022
1282A722R0009 Solicitation.pdf	PDF	Aug 5, 2022
1282A722R0009 Solicitation.pdf	PDF	Jul 25, 2022
CASS-MULTIBLDG-ROOFREPLACEMENT-SPECS.pdf	PDF	Jul 25, 2022
Davis-Bacon Act WD AR20220019.pdf	PDF	Jul 25, 2022

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JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

COVERSHEET

W. KNAACK PE T 1.0

1. T1.0 TITLE SHEET GENERAL

2. G1.1 CAMPUS MAP GENERAL

3. G1.2 ABBREVIATIONS AND SYMBOLS GENERAL

4. D1.1 STANDARD DETAIL VENTING PLAN GENERAL

5. A1.1 PROPOSED ROOF PLAN BLDG 13A-ADMINISTRATIVE

6. A1.1 PROPOSED ROOF PLAN BLDG 13A

7. A2.1 PROPOSED ROOF PLAN BLDG 34-STUDENT UNION

8. A2.2 PROPOSED ROOF PLAN BLDG 34

9. A3.1 PROPOSED ROOF PLAN BLDG 51-MLK EDUCATION/VOCATION

10. A3.2 PROPOSED ROOF PLAN BLDG 51

11. A4.1 PROPOSED ROOF PLAN BLDG 55-WELDING SHOP

12. A4.2 PROPOSED ROOF PLAN BLDG 55

13. A5.1 PROPOSED ROOF PLAN BLDG 57-WAREHOUSE/LAUNDRY

14. A5.2 PROPOSED ROOF PLAN BLDG 57

15. A6.1 PROPOSED ROOF PLAN BLDG 70-STUDENT SERVICE

16. A6.2 PROPOSED ROOF PLAN BLDG 70

17. A6.2 PROPOSED ROOF PLAN BLDG 72-LUMBER/WELDING STOR.

18. A6.1 PROPOSED ROOF PLAN BLDG 72

19. A6.2 OPTIONAL ITEM #1-PROPOSED ROOF PLAN BLDG 61-WASTE WATER TREAT.

20. A6.1 OPTIONAL ITEM #1-PROPOSED ROOF PLAN BLDG 61

INDEX

SHEET SHEET

SUB

TITLE OF SHEET

PROJECT ADDRESS

21424 NORTH HIGHWAY 23

OZARK, AR 72949

NO SCALE-COPYRIGHT GOOGLE

PROJECT LOCATION

BUILDING

UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

MULTIPLE BUILDING ROOF REPLACEMENT

OZARK NATIONAL FOREST

CASS JOB CORPS CENTER

FRANKLIN COUNTY, AR

R8-SOUTHERN REGION

U.S. LOCATION MAP

PROJECT

LOCATION

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DATE

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

CAMPUS MAP

X.XXX

G 1.1

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF WORK

CASS

JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY, AR

04 / 2022 20

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ABC AGGREGATE BASE COURSE

AB ANCHOR BOLT

A/C AIR CONDITIONING

AC ACOUSTICAL

ACT ACOUSTICAL TILE

ADR ACCESS DOOR

AD AREA DRAIN

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AIP ABANDON IN PLACE

AL ALUMINUM

ALT ALTERNATE

ANOD ANODIZED

AP ACCESS PANEL

APPROX APPROXIMATE (LY)

ARCH ARCHITECT(URAL)

ASTM AMERICAN SOCIETY FOR TESTING

AND MATERIALS

AWG AMERICAN WIRE GAUGE

AUTO AUTOMATIC

BD BOARD

BATT INSULATION

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK(ING)

BM BEAM

BOL BEGINNING OF LINE

BOT BOTTOM

BR BACKER ROD

BS BOTH SIDES

BSMT BASEMENT

BW BOTH WAYS

CAB CABINET

CAL CALIBER

CB CATCH BASIN

CFM CUBIC FEET/MINUTE

CGR COILING GRILLE

CHP(S) CHAPTER(S)

CI CAST IRON

CIPC CAST-IN-PLACE CONCRETE

CJ CONTROL JOINT

CKT CRICKET

CL CENTERLINE

CLG CEILING

CLR CLEAR(ANCE)

CM CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CTR CENTER

CO CONTRACTING OFFICER

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS OR CONTINUE

COORD COORDINATE

COR CONTRACTING OFFICER REPRESENTATIVE

CP CONTROL POINT

CPT CARPET (ED)

CNTR COUNTER

CW COLD WATER

CWK CASEWORK

CX CONNECTION

CY CUBIC YARD

DBL DOUBLE

DEMO DEMOLISH, DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DISP DISPOSAL

DORM DORMITORY

DN DOWN

DR DOOR

DS DOWNSPOUT

DSPR DISPENSER

DTL DETAIL

DWG DRAWING

DW DISHWASHER

SYMBOLS

ANGLE

@ AT

X BY

℄ CENTER LINE

CHANNEL

° DEGREES

Ø DIAMETER

ɸ ELECTRICAL PHASE

' FOOT

FLOWLINE

" INCH

d PENNY

PERPENDICULAR

PITCH, SLOPE

⅊ PROPERTY LINE, PLATE

# POUND

E EASTING

EA EACH

EB EXPANSION BOLT

EC ELECTRICAL COOKTOP

EG EXISTING GRADE

EJ EXPANSION JOINT

EL ELEVATION

ELL ELBOW

ELEV ELEVATION

ENC ENCLOSURE

ENT ENTRANCE

EOP EDGE OF PAVEMENT

EOR EDGE OF ROAD

EP ELECTRICAL PANEL

EOL END OF LINE

EQ EQUAL

EQP EQUIPMENT

ESR ELASTIC SHEET ROOFING

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

FAA FEDERAL AVIATION ADMINISTRATION

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FEC FIRE EXTINGUISHER CABINET

FEX FIRE EXTINGUISHER

FFE FINISHED FLOOR ELEVATION

FG FINISHED GROUND

FH FIRE HYDRANT

FHS FIRE HOSE STATION

FIN FINISH(ED)

FL FLANGE

FLCO FLOOR CLEANOUT

FLG FLASHING

FLR(G) FLOOR(ING)

FND FOUNDATION

FOSF FACE OF STUD

FT FOOT, FEET

FTG FOOTING

GA GAUGE, GAGE

GAL GALLON

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT (OR)

GEN GENERAL

GF GOVERNMENT FURNISHED

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GL GLASS, GLAZING

GOVT GOVERNMENT

GR GRILLE

GRD GROUND

GS GALVANIZED STEEL

GSM GALVANIZED SHEET METAL

GUM GLASS UNIT MASONRY

GYM GYMNASIUM

GYPBD GYPSUM BOARD

H HIGH

HB HOSE BIBB

HC HOLLOW CORE

HDW HARDWARE

HDPE HIGH DENSITY POLYETHYLENE

HK HOOK(S)

HM HOLLOW METAL

HORZ HORIZONTAL

HP HIGH POINT

HR HOUR

HT HEIGHT

HTR HEATER

HVAC HEATING/VENTILATION/AIR

CONDITIONING

HW HOT WATER

HWH HOT WATER HEATER

HYD HYDRANT

ID INSIDE DIAMETER

IN INCH(ES)

INCL INCLUDE (D), (ING)

INFO INFORMATION

INS INSULATE (D), (ION)

INT INTERIOR

INV INVERT

IPS IRON PIPE SIZE

JAN JANITOR

JT JOINT

LAB LABORATORY

LAM LAMINATE (D)

LAV LAVATORY

LB POUND(S)

LF LINEAL, LINEAR FOOT

LIB LIBRARY

LIN LINEAL

LKR LOCKER

LL LIVE LOAD

LVP LUXURY VINYL PLANK

MAINT MAINTAIN (ENANCE)

MAS MASONRY

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANIC (AL)

MEDC MEDICINE CABINET

METL METAL

MFR MANUFACTURE (ER)

MH MANHOLE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MMB MEMBRANE

MO MASONRY OPENING

MR MOISTURE RESISTANT

MT MOUNT (ED), (ING)

MUTCD MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES

N NORTHING

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPT NATIONAL PIPE THREAD

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O/ OVER

OA OVERALL

OBS OBSCURE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD

OPG OPENING

OPH OPPOSITE HAND

OPS OPERATIONS

ORD OVERFLOW ROOF DRAIN

OZ OUNCE

PAR PARALLEL

PED PEDESTRIAN

PL PLATE

PLAM PLASTIC LAMINATE

PLBG PLUMBING

PNT PAINT(ED)

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OF TANGENCY

PTN PARTITION

PTR PAPER TOWEL RECEPTOR

PVC POLYVINYL CHLORIDE

PVC POINT OF VERTICAL CURVE

PVI POINT OF VERTICAL INTERSECTION

PVT POINT OF VERTICAL TANGENT

PVMT PAVEMENT

PWD PLYWOOD

QTY QUANTITY

R RESISTANCE, RISER

RAD RADIUS

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE REFERENCE, REFER TO

RECP RECEPTACLE

REHAB REHABILITATION

REINF REINFORCING

REQ REQUIRE (D)

RINS RIGID INSULATION

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RADIANT PANEL

S SOUTH

SBLK SPLASH BLOCK

SC SOLID CORE

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SF SQUARE FEET

SGT STRUCTURAL GLAZED TILE

SH SHELF, SHELVING

SHT SHEET

SHTHG SHEATHING

SIM SIMILIAR

SIP STRUCTURAL INSULATED

PANEL

SND SANITARY NAPKIN DISPENSER

SNR SANITARY NAPKIN RECEPTOR

SPC SPACER/SHIM

SPEC SPECIFICATION (S)

SQ SQUARE

SSK SERVICE SINK

SS STAINLESS STEEL

STA STATION

STC SOUND TRANSMISSION CLASS

STD STANDARD

STL STEEL

STO STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SWBD SWITCHBOARD

SYM SYMMETRICAL

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TEST BORING/TOWEL BAR

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK (NESS)

THR THRESHOLD

THRU THROUGH

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB

TOP TOP OF PARAPET

TOS TOP OF SLAB

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TR TRANSOM

TRANSL TRANSLUCENT

TS TUBE STEEL

TV TELEVISION

TWB TREATED WOOD BLOCKING

TX TRANSFORMER

TYP TYPICAL

TZ TERRAZZO

UC UNDERCUT

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UON UNLESS OTHERWISE NOTED

UR URINAL

VAR VARIABLE (VARIES)

VB VAPOR BARRIER

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

W WIDE OR WIDTH

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WH WALL HYDRANT

WP (G) WATER`PROOF (ING)

WPT WORK POINT

WR WATER RESISTANT

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER CONTROL DEVICE

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS

JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY, AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

ABBREVIATIONS AND

SYMBOLS

W. KNAACK PE G1.2

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MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

STANDARD DETAIL

VENTING PLAN

W. KNAACK PE

C. PENCE PE

D1.1

GENERAL NOTES

1. THIS STANDARD DETAIL WILL VARY PER BUILDING. IT IS TO

SHOW THE INTENT OF PROPER ATTIC VENTILATION AND

LOCATIONS OF SUCH WORK. EXACT DETAILS IF NEEDED WILL

BE PROVIDED ON THE SPECIFIC BUILDING PLAN SHEETS.

KEY NOTES

REMOVE EXISTING VENT IN SOFFIT, CUT IN OPENING TO MATCH

TO MATCH ROOF VENT ABOVE OPENING/LF.

PUT ALUMINUM SOFFIT AND FASCIA ON ALL SOFFITS AFTER

VENTS ARE SIZED CORRECTLY. REMOVE EXISTING GUTTERS

TO COMPLETE THE WORK. GUTTERS WILL BE SPECIFIED PER

BUILDING.

4 FT BAFFLES TO ALLOW AIR FLOW.

RIDGE VENT TO MATCH SOFFIT VENT AIR FLOW VALUE.

EXISTING ATTIC INSULATION

D1.1

DEMO AND CONSTRUCTION VENTING PLAN CROSS SECTION

1/4" = 1'

D1.1

EXAMPLE OF BAFFLE AND VENT

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PROPOSED ROOF PLANA

A1.1

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

ADMINISTRATIVE

BLDG 13A

W. KNAACK PE

C. PENCE PE

A 1.1

8 0 8 16

SCALE OF FEET

A1.1

BULDING LOCATION

NO SCALE

A1.1

BUILDING 13A TOP VIEW

BLDG 13A

PH5,6

A1.2

32'-4"

'-6

11'-0"

PH1

A1.2

PH2

A1.2

PH3

A1.2

PH4

A1.2

WHEN DOING DECK INSPECTION

THIS CORNER SHOW DISTORTION.

INSPECT WITH CENTER POC PRESENT.

SNOW GUARD

CLAMP ON., 2 ROWS

AutoCAD SHX Text 5/17/22 10:07 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG; 10:07 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;10:07 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;;

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SHEET

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DESIGNER

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STAMPS, LOGOS, AND SEALS

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PROJECT NAME

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MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

ADMINISTRATIVE

BLDG 13A

W. KNAACK PE

C. PENCE PE

A 1.2

PH1

A1.2

FRONT ELEVATION

NO SCALE

PH2

A1.2

WEST ELEVATION

NO SCALE

PH3

A1.2

EAST ELEVATION

NO SCALE

PH6

A1.2

TYP. OVERHANG

NO SCALE

PH4

A1.2

EAST ELEVATION

NO SCALE

PH5

A1.2

TYP. OVERHANG

NO SCALE

KEY NOTES

PRE-FINISHED METAL GUTTER W/ COVER AND DOWNSPOUT

SYSTEM, SLOPE TO DOWNSPOUTS. CONTRACTOR TO PROVIDE

DOWNSPOUT LOCATION TO COR FOR CO APPROVAL.

REMOVE ASPHALT SHINGLES, UNDERLAYMENT, METAL DRIP EDGE,

FLASHING, AND ASSOCIATED COMPONENTS, TYPICAL. INSTALL

NEW STANDING SEAM METAL ROOF, UNDERLAYMENT, NEW

SHEATING (WHERE CO APPROVED) AND DRIP EDGE.

IMPROVE EXISTING SOFFIT PER SHT D5.1. AND VENTING PER

SHEET D5.1. INCLUDES THE ENTIRE ROOF.

INSTALL SELF-ADHERED SHEET UNDERLAYMENT FROM EDGE TO 36

INCHES PAST EXTERIOR WALL LOCATION AND IN VALLEYS,

TYPICAL.

INSTALL ALL NEW FLEXIBLE FLASHING AROUND ALL ROUND VENTS

THROUGH ROOF. SEE GENERAL NOTE #7.

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN

TAKEN FROM LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. FIELD VERIFY ALL EXISTING CURBS IN THE ROOF TO DETERMINE

IF THE NEED TO BE REPLACED. REPORT THE FINDINGS TO THE

CO AND COR PRIOR TO REMOVING THE EXISTING ROOF.

3. PHOTOS SHOW EXISTING CONDITIONS SURROUNDING THE

AREAS FOR NEW WORK. FILED VERIFY CONDITIONS PRIOR TO

BEGINNING WORK.

4. CONTRACTOR TO PROVIDE DOWNSPOUT LOCATION TO THE

COR FOR CO APPROVAL PRIOR TO ORDERING MATERIALS.

TYPICALLY EXISTING LOCATIONS SHALL SUFFICE. PROPER

INSTALLATION MAY CHANGE LOCATIONS.

5. THE FS ESTIMATES APPROX 4 SHEETS OF THE UNDER DECK

SHEATHING WILL NEED TO BE REPLACED. THE QTY IS ONLY

PROVIDED FOR REFERENCE. THE CONTRACTOR WILL NEED TO

INSPECT ALL THE SHEETING WITH CENTER POC AND REPLACE

ANY SHEETING THAT IS NOT ADEQUATE TO ACCEPT THE NEW

ROOFING.

6. REPLACE VENTS. INSTALL ALL NEW FLEXIBLE FLASHING AROUND

ALL ROUND VENTS THROUGH ROOF.

7. CONTRACTOR TO SUBMIT PLAN FOR FLASHING ALL

PENETRATIONS FOR CO APPROVAL PRIOR TO WORK.

AutoCAD SHX Text 5/17/22 10:11 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG; 10:11 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;10:11 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG13A-ROOF-PLAN.DWG;;

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SHEET

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DESIGNER

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STAMPS, LOGOS, AND SEALS

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PROJECT NAME

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DRAWING TITLE

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CHECKED

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ARCHIVE NO.

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A3.1

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

STUDENT UNION

BLDG 34

W. KNAACK PE

C. PENCE PE

A 2.1

8 0 8 16

SCALE OF FEET

A3.1

BULDING LOCATION

NO SCALE

A3.1

BUILDING 34 TOP VIEW

BLDG 34

PH7

A2.2

59'-6"

10'-1"

16'-5"

'-0

6' -0

8'-4"

6' -6

'-0

PH1

A2.2

PH2,5

A2.2

PH4

A2.2

PH3

A2.2

PH6

A2.2

SNOW GUARD

CLAMP ON

SNOW RAKE

CLAMP ON

20'-0"

AutoCAD SHX Text 3/22/22 14:19 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG; 14:19 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;14:19 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;;

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STAMPS, LOGOS, AND SEALS

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MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

STUDENT UNION

BLDG 34

W. KNAACK PE

C. PENCE PE

A 2.2

PH1

A2.2

EAST ELEVATION

NO SCALE

PH2

A2.2

EAST ELEVATION

NO SCALE

PH3

A2.2

NORTH ELEVATION

NO SCALE

PH4

A2.2

EAST ELEVATION

NO SCALE

PH5

A2.2

SOLAR PANEL TO BE REMOUNTED

NO SCALE

KEY NOTES

PRE-FINISHED METAL GUTTER W/COVER AND DOWNSPOUT

SYSTEM, SLOPE TO DOWNSPOUTS. CONTRACTOR TO PROVIDE

DOWNSPOUT LOCATION TO COR FOR CO APPROVAL.

REMOVE ASPHALT SHINGLES, UNDERLAYMENT, METAL DRIP EDGE,

FLASHING, AND ASSOCIATED COMPONENTS, TYPICAL. INSTALL

NEW STANDING SEAM METAL ROOF, UNDERLAYMENT, NEW

SHEATING (WHERE CO APPROVED) AND DRIP EDGE.

IMPROVE EXISTING SOFFIT PER SHT D1.1. AND VENTING PER

SHEET D1.1. INCLUDES THE ENTIRE ROOF.

INSTALL SELF-ADHERED SHEET UNDERLAYMENT FROM EDGE TO 36

INCHES PAST EXTERIOR WALL LOCATION AND IN VALLEYS,

TYPICAL.

INSTALL ALL NEW FLEXIBLE FLASHING AROUND ALL ROUND VENTS

THROUGH ROOF. SEE GENERAL NOTE #7.

SEE GENERAL NOTE #7, ALL CURBS TO BE CONSIDERED.

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN

TAKEN FROM LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. FIELD VERIFY ALL EXISTING CURBS IN THE ROOF TO DETERMINE

IF THE NEED TO BE REPLACED. REPORT THE FINDINGS TO THE

CO AND COR PRIOR TO REMOVING THE EXISTING ROOF.

3. PHOTOS SHOW EXISTING CONDITIONS SURROUNDING THE

AREAS FOR NEW WORK. FILED VERIFY CONDITIONS PRIOR TO

BEGINNING WORK.

4. CONTRACTOR TO PROVIDE DOWNSPOUT LOCATION TO THE

COR FOR CO APPROVAL PRIOR TO ORDERING MATERIALS.

TYPICALLY EXISTING LOCATIONS SHALL SUFFICE. PROPER

INSTALLATION MAY CHANGE LOCATIONS.

5. THE FS ESTIMATES APPROX 4 SHEETS OF THE UNDER DECK

SHEETING WILL NEED TO BE REPLACED. THE QTY IS ONLY

PROVIDED FOR REFERENCE. THE CONTRACTOR WILL NEED TO

INSPECT ALL THE SHEETING WITH CENTER POC AND REPLACE

ANY SHEETING THAT IS NOT ADEQUATE TO ACCEPT THE NEW

ROOFING..

6. REPLACE VENTS. INSTALL ALL NEW FLEXIBLE FLASHING AROUND

ALL ROUND VENTS THROUGH ROOF.

7. CONTRACTOR TO SUBMIT PLAN FOR FLASHING ALL

PENETRATIONS FOR CO APPROVAL PRIOR TO WORK.

PH6

A2.2

WEST ELEVATION-PENTRATIONS/DISH TO REMAIN

NO SCALE

PH7

A2.2

WEST ELEVATION-PENTRATIONS TO REMAIN

NO SCALE

AutoCAD SHX Text 5/17/22 10:29 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG; 10:29 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;10:29 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG34-ROOF-PLAN.DWG;;

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SHEET

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DESIGNER

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STAMPS, LOGOS, AND SEALS

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PROJECT NAME

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DRAWING TITLE

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CHECKED

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A3.1

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

MLK

EDUCATION/VOCATION

BLDG 51

W. KNAACK PE

C. PENCE PE

A 3.1

8 0 8 16

SCALE OF FEET

A3.1

BULDING LOCATION

NO SCALE

A3.1

BUILDING 51 TOP VIEW

BLDG 51

PH6

A3.2

59'-6"

-0

6' -6

8'-4"

PH5

A3.2

PH3

A3.2

PH1

A3.2

PH2

A3.2

PH4

A3.2

SNOW GUARD CLAMP ON

SNOW RAKE

CLAMP ON

AutoCAD SHX Text 3/22/22 13:56 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG51-ROOF-PLAN.DWG; 13:56 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG51-ROOF-PLAN.DWG;13:56 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG51-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG51-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG51-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG51-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG51-ROOF-PLAN.DWG;;

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SHEET

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

STAMPS, LOGOS, AND SEALS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

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SUB SHEET NO.

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MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

MLK

EDUCATION/VOCATION

BLDG 51

W. KNAACK PE

C. PENCE PE

A 3.2

PH1

A3.2

NORTH ELEVATION

NO SCALE

PH2

A3.2

WEST ELEVATION

NO SCALE

PH3

A3.2

SOUTH/WEST ELEVATION

NO SCALE

PH6

A3.2

SOUTH/EAST ELEVATION

NO SCALE

PH4

A3.2

EAST ELEVATION

NO SCALE

PH5

A3.2

EAST ELEVATION

NO SCALE

KEY NOTES

PRE-FINISHED METAL GUTTER W/COVER AND DOWNSPOUT

SYSTEM, SLOPE TO DOWNSPOUTS. CONTRACTOR TO PROVIDE

DOWNSPOUT LOCATION TO COR FOR CO APPROVAL.

REMOVE ASPHALT SHINGLES, UNDERLAYMENT, METAL DRIP EDGE,

FLASHING, AND ASSOCIATED COMPONENTS, TYPICAL. INSTALL

NEW STANDING SEAM METAL ROOF, UNDERLAYMENT, NEW

SHEATING (WHERE CO APPROVED) AND DRIP EDGE.

IMPROVE EXISTING SOFFIT PER SHT D1.1. AND VENTING PER

SHEET D1.1. INCLUDES THE ENTIRE ROOF.

INSTALL SELF-ADHERED SHEET UNDERLAYMENT FROM EDGE TO 36

INCHES PAST EXTERIOR WALL LOCATION AND IN VALLEYS,

TYPICAL.

REPLACE VENTS. INSTALL ALL NEW FLEXIBLE FLASHING AROUND

ALL ROUND VENTS THROUGH ROOF. SEE GENERAL NOTE #7.

SEE GENERAL NOTE #7, ALL CURBS TO BE CONSIDERED.

TO REMAIN AFTER CONSTRUCTION.

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN

TAKEN FROM LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. FIELD VERIFY ALL EXISTING CURBS IN THE ROOF TO DETERMINE

IF THE NEED TO BE REPLACED. REPORT THE FINDINGS TO THE

CO AND COR PRIOR TO REMOVING THE EXISTING ROOF.

3. PHOTOS SHOW EXISTING CONDITIONS SURROUNDING THE

AREAS FOR NEW WORK. FILED VERIFY CONDITIONS PRIOR TO

BEGINNING WORK.

4. CONTRACTOR TO PROVIDE DOWNSPOUT LOCATION TO THE

COR FOR CO APPROVAL PRIOR TO ORDERING MATERIALS.

TYPICALLY EXISTING LOCATIONS SHALL SUFFICE. PROPER

INSTALLATION MAY CHANGE LOCATIONS.

5. THE FS ESTIMATES APPROX 10 SHEETS OF THE UNDER DECK

SHEETING WILL NEED TO BE REPLACED. THE QTY IS ONLY

PROVIDED FOR REFERENCE. THE CONTRACTOR WILL NEED TO

INSPECT ALL THE SHEETING WITH CENTER POC AND REPLACE

ANY SHEETING THAT IS NOT ADEQUATE TO ACCEPT THE NEW

ROOFING.

6. REPLACE VENTS. INSTALL ALL NEW FLEXIBLE FLASHING AROUND

ALL ROUND VENTS THROUGH ROOF.

7. CONTRACTOR TO SUBMIT PLAN FOR FLASHING ALL

PENETRATIONS FOR CO APPROVAL PRIOR TO WORK.

5 6

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DESIGNER

AutoCAD SHX Text

STAMPS, LOGOS, AND SEALS

AutoCAD SHX Text

PROJECT NAME

AutoCAD SHX Text

DRAWING TITLE

AutoCAD SHX Text

CHECKED

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A4.1

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

WELDING SHOP

BLDG 55

W. KNAACK PE

C. PENCE PE

A 4.1

8 0 8 16

SCALE OF FEET

A4.1

BULDING LOCATION

NO SCALE

A4.1

BUILDING 55 TOP VIEW

BLDG 55

PH1

A4.2

46'-6"

-6

'-0

PH4

A4.2

PH2,3

A4.2

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A4.2

PH6

A4.2

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CLAMP ON

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MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

WELDING SHOP

BLDG 55

W. KNAACK PE

C. PENCE PE

A 4.2

PH1

A4.2

NORTH ELEVATION

NO SCALE

PH2

A4.2

NORTHWEST CORNER

NO SCALE

PH3

A4.2

NORTHWEST CORNER

NO SCALE

PH4

A4.2

WEST ELEVATION

NO SCALE

PH5

A4.2

SOUTH ELEVATION

NO SCALE

KEY NOTES

PRE-FINISHED METAL GUTTER W/COVER AND DOWNSPOUT

SYSTEM, SLOPE TO DOWNSPOUTS. CONTRACTOR TO PROVIDE

DOWNSPOUT LOCATION TO COR FOR CO APPROVAL.

REMOVE ASPHALT SHINGLES, UNDERLAYMENT, METAL DRIP EDGE,

FLASHING, AND ASSOCIATED COMPONENTS, TYPICAL. INSTALL

NEW STANDING SEAM METAL ROOF, UNDERLAYMENT, NEW

SHEATING (WHERE CO APPROVED) AND DRIP EDGE.

IMPROVE EXISTING SOFFIT PER SHT D1.1. AND VENTING PER

SHEET D1.1. INCLUDES THE ENTIRE ROOF.

INSTALL SELF-ADHERED SHEET UNDERLAYMENT FROM EDGE TO 36

INCHES PAST EXTERIOR WALL LOCATION AND IN VALLEYS,

TYPICAL.

INSTALL ALL NEW FLEXIBLE FLASHING AROUND ALL ROUND VENTS

THROUGH ROOF. SEE GENERAL NOTE #7.

REPAIR FASCIA, STRUCTURE BEHIND FASCIA, REPLACE ALL IN

KIND.

PUT ANY SURFACE MOUNTED ELECTRIC IN SOFFIT BEFORE ADDING

NEW MATERIAL.

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN

TAKEN FROM LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. FIELD VERIFY ALL EXISTING CURBS IN THE ROOF TO DETERMINE

IF THE NEED TO BE REPLACED. REPORT THE FINDINGS TO THE

CO AND COR PRIOR TO REMOVING THE EXISTING ROOF.

3. PHOTOS SHOW EXISTING CONDITIONS SURROUNDING THE

AREAS FOR NEW WORK. FILED VERIFY CONDITIONS PRIOR TO

BEGINNING WORK.

4. CONTRACTOR TO PROVIDE DOWNSPOUT LOCATION TO THE

COR FOR CO APPROVAL PRIOR TO ORDERING MATERIALS.

TYPICALLY EXISTING LOCATIONS SHALL SUFFICE. PROPER

INSTALLATION MAY CHANGE LOCATIONS.

5. THE FS ESTIMATES APPROX 6 SHEETS OF THE UNDER DECK

SHEETING WILL NEED TO BE REPLACED. THE QTY IS ONLY

PROVIDED FOR REFERENCE. THE CONTRACTOR WILL NEED TO

INSPECT ALL THE SHEETING WITH CENTER POC AND REPLACE

ANY SHEETING THAT IS NOT ADEQUATE TO ACCEPT THE NEW

ROOFING.

6. REPLACE VENTS. INSTALL ALL NEW FLEXIBLE FLASHING AROUND

ALL ROUND VENTS THROUGH ROOF.

7. CONTRACTOR TO SUBMIT PLAN FOR FLASHING ALL

PENETRATIONS FOR CO APPROVAL PRIOR TO WORK.

PH6

A4.2

EAST ELEVATION

NO SCALE

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A5.1

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

WAREHOUSE/LAUNDRY

BLDG 57

W. KNAACK PE

C. PENCE PE

A 5.1

8 0 8 16

SCALE OF FEET

A5.1

BULDING LOCATION

NO SCALE

A5.1

BUILDING 57 TOP VIEW

BLDG 57

50'-0"

17'-3"

-0

'-8

'-1

25'-0"

PH1

A5.2

PH2

A5.2

PH3

A5.2

PH4

A5.2PH5

A5.2

PH6

A5.2

PH7

A5.2

PH8,9

A5.2

PEAK OF CEILING

APPROX. 240 SF OF REPAIR

APPROX. 24 SF OF REPAIR

APPROX. 150 SF OF REPAIR

APPROX. 24 SF OF REPAIR

APPROX. 15SF

AT EACH LIGHT

AREAS TO BE REPAIRED PER KEY NOTE

#6 ON SHEET A 5.2.

CAR PORT ROOF

N.I.C.

SNOW RAKE

CLAMP ON

AutoCAD SHX Text 3/20/22 17:11 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG; 17:11 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;17:11 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;;

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MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

WAREHOUSE/LAUNDRY

BLDG 57

W. KNAACK PE

C. PENCE PE

A 5.2

PH1

A5.2

WEST ELEVATION

NO SCALE

PH2

A5.2

WEST ELEVATION

NO SCALE

PH3

A5.2

SMALL ROOF TO BE DONE, NO GUTTERS

NORTH ELEVATION

PH6

A5.2

DAMAGED CEILING, KEY NOTE 5

NO SCALE

PH4

A5.2

EAST ELEVATION

NO SCALE

PH5

A5.2

DAMAGED CEILING, KEY NOTE 5

NO SCALE

KEY NOTES

PRE-FINISHED METAL GUTTER W/COVER AND DOWNSPOUT

SYSTEM, SLOPE TO DOWNSPOUTS. CONTRACTOR TO PROVIDE

DOWNSPOUT LOCATION TO COR FOR CO APPROVAL.

REMOVE ASPHALT SHINGLES, UNDERLAYMENT, METAL DRIP EDGE,

FLASHING, AND ASSOCIATED COMPONENTS, TYPICAL. INSTALL

NEW STANDING SEAM METAL ROOF, UNDERLAYMENT, NEW

SHEATING (WHERE CO APPROVED) AND DRIP EDGE.

INSTALL SELF-ADHERED SHEET UNDERLAYMENT FROM EDGE TO 36

INCHES PAST EXTERIOR WALL LOCATION AND IN VALLEYS,

TYPICAL.

GENERAL NOTES

1. CONTRACTOR TO PROVIDE DOWNSPOUT LOCATION TO THE

COR FOR CO APPROVAL PRIOR TO ORDERING MATERIALS.

TYPICALLY EXISTING LOCATIONS SHALL SUFFICE. PROPER

INSTALLATION MAY CHANGE LOCATIONS.

2. THE FS ESTIMATES APPROX 20 SHEETS OF THE UNDER DECK

SHEETING WILL NEED TO BE REPLACED. THE QTY IS ONLY

PROVIDED FOR REFERENCE. THE CONTRACTOR WILL NEED TO

INSPECT ALL THE SHEETING WITH CENTER POC AND REPLACE

ANY SHEETING THAT IS NOT ADEQUATE TO ACCEPT THE NEW

ROOFING.

3. CONTRACTOR TO SUBMIT PLAN FOR FLASHING ALL

PENETRATIONS FOR CO APPROVAL PRIOR TO WORK. .

PH9

A5.2

DAMAGED CEILING, KEY NOTE 5

NO SCALE

PH7

A5.2

DAMAGED CEILING, KEY NOTE 5

NO SCALE

PH8

A5.2

DAMAGED CEILING, KEY NOTE 5

NO SCALE

KEY NOTES

REPLACE FLASHING AROUND ALL PENTRATIONS AND BOOTS ON

PLUMBING VENTS.

WHEN ROOFING IS REMOVED, OPEN THE ROOF CAVITY TO INSPECT

THE STRUCTURAL COMPONENTS AT THE LEAKS. SUBMIT TO CO

THE DAMAGED CONDITION. CONTRACTOR SHALL PLAN FOR

PROTECTION IF MODIFICATION IS NEEDED. REPAIR CEILING ON

INSIDE IN DAMAGED AREAS. FINISH TO MATCH THE ADJOINING

AREAS.

4. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN TAKEN FROM LIMITED

FIELD OBSERVATIONS. PHOTOS SHOW EXISTING CONDITIONS SURROUNDING

THE AREAS FOR NEW WORK. FIELD VERIFY EXISTING CONDITIONS PRIOR TO

BEGINNING WORK.

5. FIELD VERIFY ALL EXISTING CURBS IN THE ROOF TO DETERMINE IF THE NEED

TO BE REPLACED. REPORT THE FINDINGS TO THE CO AND COR PRIOR TO

REMOVING THE EXISTING ROOF.

AutoCAD SHX Text 5/17/22 14:47 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG; 14:47 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;14:47 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG57-ROOF-PLAN.DWG;;

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A6.1

JOB CORPS

NATIONAL OFFICE

MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

STUDENT SERVICE

CENTER

BLDG 70

W. KNAACK PE

C. PENCE PE

A 6.1

8 0 8 16

SCALE OF FEET

A6.1

BULDING LOCATION

NO SCALE

A6.1

BUILDING 70 TOP VIEW

BLDG 70

40'-0"

'-6

PH1,4

A6.2

PH2

A6.2

PH3

A6.2

PH5

A6.2

SNOW RAKE

CLAMP ON

AutoCAD SHX Text 3/22/22 14:34 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG; 14:34 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG;14:34 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG; C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG;C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG;;

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MULTIPLE BUILDING

ROOF REPLACEMENT

CASS JOB CORPS

CIVILIAN CONSERVATION

CENTER

FRANKLIN COUNTY,AR

04/2022 20

UNITED STATES

DEPARTMENT OF AGRICULTURE

FOREST SERVICE

DATENO. REVISION / ISSUE

PROPOSED ROOF

PLAN

STUDENT SERVICE

CENTER

BLDG 70

W. KNAACK PE

C. PENCE PE

A 6.2

PH1

A6.2

SOUTH EAST ELEVATION

NO SCALE

PH2

A6.2

EAST ELEVATION

NO SCALE

PH3

A6.2

WEST ELEVATION

NO SCALE

PH4

A6.2

SOUTH EAST ELEVATION

NO SCALE

PH5

A6.2

NORTH ELEVATION

NO SCALE

KEY NOTES

PRE-FINISHED METAL GUTTER W/COVER AND DOWNSPOUT

SYSTEM, SLOPE TO DOWNSPOUTS. CONTRACTOR TO PROVIDE

DOWNSPOUT LOCATION TO COR FOR CO APPROVAL.

REMOVE ASPHALT SHINGLES, UNDERLAYMENT, METAL DRIP EDGE,

FLASHING, AND ASSOCIATED COMPONENTS, TYPICAL. INSTALL

NEW STANDING SEAM METAL ROOF, UNDERLAYMENT, NEW

SHEATING (WHERE CO APPROVED) AND DRIP EDGE.

IMPROVE EXISTING SOFFIT PER SHT D1.1. AND VENTING PER

SHEET D1.1. INCLUDES THE ENTIRE ROOF.

INSTALL SELF-ADHERED SHEET UNDERLAYMENT FROM EDGE TO 36

INCHES PAST EXTERIOR WALL LOCATION AND IN VALLEYS,

TYPICAL.

REPLACE VENTS. INSTALL ALL NEW FLEXIBLE FLASHING AROUND

ALL ROUND VENTS THROUGH ROOF. SEE GENERAL NOTE #7.

GENERAL NOTES

1. EXISTING INFORMATION SHOWN ON DRAWINGS HAS BEEN

TAKEN FROM LIMITED FIELD OBSERVATIONS. FIELD VERIFY

EXISTING CONDITIONS PRIOR TO BEGINNING WORK.

2. FIELD VERIFY ALL EXISTING CURBS IN THE ROOF TO DETERMINE

IF THE NEED TO BE REPLACED. REPORT THE FINDINGS TO THE

CO AND COR PRIOR TO REMOVING THE EXISTING ROOF.

3. PHOTOS SHOW EXISTING CONDITIONS SURROUNDING THE

AREAS FOR NEW WORK. FILED VERIFY CONDITIONS PRIOR TO

BEGINNING WORK.

4. CONTRACTOR TO PROVIDE DOWNSPOUT LOCATION TO THE

COR FOR CO APPROVAL PRIOR TO ORDERING MATERIALS.

TYPICALLY EXISTING LOCATIONS SHALL SUFFICE. PROPER

INSTALLATION MAY CHANGE LOCATIONS.

5. THE FS ESTIMATES APPROX 10 SHEETS OF THE UNDER DECK

SHEETING WILL NEED TO BE REPLACED. THE QTY IS ONLY

PROVIDED FOR REFERENCE. THE CONTRACTOR WILL NEED TO

INSPECT ALL THE SHEETING WITH CENTER POC AND REPLACE

ANY SHEETING THAT IS NOT ADEQUATE TO ACCEPT THE NEW

ROOFING.

6. REPLACE VENTS. INSTALL ALL NEW FLEXIBLE FLASHING AROUND

ALL ROUND VENTS THROUGH ROOF.

7. CONTRACTOR TO SUBMIT PLAN FOR FLASHING ALL

PENETRATIONS FOR CO APPROVAL PRIOR TO WORK.

AutoCAD SHX Text 3/20/22 16:58 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG; 16:58 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG;16:58 WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG; WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG;WKNAACK C:\USERS\WKNAACK\BOX\JCENG_PROJECTS\CASS\_MULTIBLDG\2022MULTIBLDGROOF\DWGS\BLDG70-ROOF-PLAN.DWG;…

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