SouthWall-Drawings.pdf

WESTERN OREGON

INDEX MAP

LOCATION T14S R12W SEC12

FOREST SERVICE - REGION SIX

ANGELL JOB CORPS CENTER

DRAWINGS FOR

PROJECT

SITE

PORTLAND

THE

DALLES

MEDFORD

GRANTS

PASS

COOS

BAY

ROSEBURG

BEND

SALEM

CORVALLIS

EUGENE

ASTORIA

TILLAMOOK

NEWPORT

p5 p5 p5 o o o o o o

DETROIT

FLORENCE

REEDSPORT

MODULAR BUILDING

SOUTH WALL RECONSTRUCTION

VICINITY MAP (NOT TO SCALE)

INTENDED PRINT SIZE 11" X 17"

U S

TURNOFF TO TILLICUM PARK(WEST)

AND ANGELL JCCC(EAST)

DARREN LEMON

FOREST ENGINEER

JOHN BOOKER

CENTER DIRECTOR

APPROVED

REVIEWED BY

Date

Date

DESIGNED BY

W

A L P

O

R

T

M

I L E

S

Y A

C

H

A T

S

M

I L E

S

SHEET DRAWING TITLE

1 G1 TITLE SHEET

2 G2

GENERAL NOTES AND

ABBREVIATIONS

3 G3 GRAPHIC SYMBOLS AND PATTERNS

4 S1 SOUTH ELEVATION/DEMOLITION

5 S2 BUILDING PLAN

6 S3

DEMOLITION PHOTOS /

ELECTRICAL LAYOUT

7 S4 SOUTH ELEVATION

8 S5 WALL FRAMING / SECTIONS

9 S6 WALL FRAMING / DETAILS

10 S7

ROOF REPLACEMENT

DEMOLITION

11 S8

ROOF REPLACEMENT

PLAN AND SECTION

12 S9

ROOF REPLACEMENT

TRUSS REPAIR

"MODULAR" BUILDING

PROJECT SITE

ADMINISTRATION BUILDING

CONTRACTOR CAN USE RESTROOM IN

THIS BUILDING DURING WORK HOURS.

MICHAEL D. MORNEAULT

CIVIL ENGINEER

Date

JEFF CASWELL, P.E.

CIVIL ENGINEER

Date

MARK SODARO, S.E.

STRUCTURAL ENGINEER

Date

. GENERAL NOTES

1. AS-BUILT PLANS FOR THE EXISTING BUILDING COULD NOT BE FOUND. MANY DETAILS OF IT WERE SURMISED FROM FIELD

OBSERVATION AND ORIGINAL DESIGN (NOT AS-BUILTS) DRAWINGS.

2. DESIGN LOADS

3. ALL CONSTRUCTION MATERIAL SHALL MEET THE PERFORMANCE STANDARD OF AND MATCH EXISTING MATERIALS.

4. REPORT ANY ERRORS, AMBIGUITIES AND/OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS TO THE C.O. IMMEDIATELY IN

WRITING. NO WORK IS TO BE STARTED BEFORE FINAL DETERMINATION IS MADE.

5. PROVIDE TEMPORARY SHORING, BRACING, & OTHER TEMPORARY STRUCTURES AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS

AND STIFFENERS HAVE BEEN INSTALLED AND APPROVED.

6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED

BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE SIMILAR DETAILS OF CONSTRUCTION, SUBJECT REVIEW AND APPROVAL

BY THE C.O.

7. DO NOT CARRY OUT VARIATIONS OR MODIFICATIONS TO WORK SHOWN ON THESE DRAWINGS OUT WITHOUT THE WRITTEN

APPROVAL FROM THE CO.

8. COORDINATE THE WORK OF ALL TRADES REQUIRED TO PERFORM THE WORK, AND BE RESPONSIBLE FOR THE JOINING OF HIS WORK

TO THE WORK OF OTHER TRADES.

9. NO PORTION OF THE WORK REQUIRING A SUBMITTAL APPROVAL SHALL BE COMMENCED UNTIL THE SUBMITTAL HAS BEEN APPROVED

BY THE CO. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTAL MATERIALS.

10. KEEP AREAS UNDER CONSTRUCTION CLEAR OF DIRT AND DEBRIS CAUSED BY DEMOLITION AND STORE CONSTRUCTION MATERIALS, SALVAGED ITEMS, AND EQUIPMENT IN AREAS DESIGNATED BY THE C.O.

11. HANDLE ALL MATERIAL STORED ON-SITE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND PROTECTED FROM

WEATHER TO PREVENT DAMAGE AND DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE FOR REJECTION

OF WORK.

12. ALL REFERENCES TO COMMERCIAL PRODUCTS BY MANUFACTURER ARE TO SET A STANDARD. SUBMIT ALL PRODUCTS FOR REVIEW

AND APPROVAL BEFORE USE.

13. PROTECT ALL GOVERNMENT IN THE BUILDING FROM WET WEATHER.

14. ANY NECESSARY RELOCATION OF STORED GOVERNMENT MATERIALS IN THE BUILDING IS THE RESPONSIBILITY OF THE

CONTRACTOR. RETURN MATERIALS TO THEIR ORIGINAL LOCATIONS OR AS DIRECTED BY THE CO. OUTSIDE STORAGE ARES WILL BE

PROVIDED BY THE GOVERNMENT, IF NEEDED. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE MATERIALS FROM WET

WEATHER. THE STORAGE AREA WILL BE WITHIN THE CAMPUS.

15. ENCIRCLE THE CONSTRUCTION SITE WITH A TEMPORARY ORANGE PLASTIC CONSTRUCTION FENCE. DO NOT DAMAGE THE EXISTING

ASPHALT PAVEMENT DURING ERECTION. GENERALLY THE PUBLIC WILL NOT IN THE IMMEDIATE AREA. THE STUDENTS AND STAFF OF

THE CENTER ARE AWARE OF OSHA REGULATIONS.

LOAD DESCRIPTION VALUE REFERENCE

ROOF LIVE 10 PSF MINIMUM

FLOOR LIVE 100 PSF

ASCE, TABLE C4-1

ULTIMATE WIND SPEED 135 MPH

FIGURE 1609A, OSSC

BASIC WIND SPEED 105 MPH CBO AND OSSC TABLE 1609.3.1

EXPOSURE B OSSC 1609.4.3

SNOW 0 CBO

RAINFALL 1 INCH/HR CBO

SEISMIC

RISK CATEGORY II

SITE CLASS D

OSSC 1613

© AT

CL CENTERLINE

NUMBER, POUND

A.B.

ANCHOR BOLT

ACT ACOUST. CLG TILE

ADD

ADDITIONAL, ADDITIVE

ADJ ADJACENT

AF ABOVE FLOOR

AFF ABOVE FINISH FLOOR

AHU AIR HANDLING UNIT

AL ALUMINUM

ALIGN

ALIGN (N) WITH (E)

ALT ALTERNATE

ANOD ANODIZED

BLDG BUILDING

BLKG BLOCKING

BOD BASIS OF DESIGN

BOT BOTTOM

BTW BETWEEN

BUR BUILT UP ROOFING

CAB CABINETRY

CBO

COUNTY (OR CITY) BUILDING

OFFICAL

CFB CEMENTITIOUS FIBER BOARD

CLR CLEAR

CLG CEILING

CMU CONCRETE MASONRY UNIT

CO, C.O.

CONTRACTING OFFICER

CONC. CONCRETE

CONSTR CONSTRUCTION

CONT CONTINUOUS

CPT CARPET

CT CERAMIC TILE

D DRYER

DIA, Ø

DIAMETER

DIM,

DIMS

DIMENSION, DIMENSIONS

DS DOWNSPOUT

DWG,

DWGS

DRAWING, DRAWINGS

EA EACH

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

(E), EXIST

EXISTING

EXT EXTERIOR

F FLUSH

FLASH FLASHING

FE FIRE EXTINGUISHER

FF FINISH FLOOR

FG FULL GLASS

FIN FINISHED

FOR FACE OF FINISH

FOIC

FURNISHED BY OWNER,

INSTALLED BY CONTRACTOR

FOIO

FURNISHED BY OWNER,

INSTALLED BY OWNER

FOS FACE OF STUD

GA GAUGE

GEN GENERAL

GFI GROUND FAULT INTERRUPTER

GL GLASS

GWB GYPSUM WALLBOARD

HARDW HARDWOOD

HC HANDICAPPED

HM HOLLOW METAL

HT HEIGHT

HW HOT WATER HEATER

IBC

INTERNATIONAL BUILDING

CODE

ID INSIDE DIMENSION

IFC INTERNATIONAL FIRE CODE

INSUL INSULATION

INT INTERIOR

KIT KITCHEN

LAM LAMINATED

M MATERIAL

MTL METAL

MFR MANUFACTURER

MIN MINIMUM

MAX MAXIMUM

(N), N

NEW

NIC NOT INCLUDED IN CONTRACT

NO NUMBER

O.C., O/C

ON CENTER(S)

OSSC

OREGON STATE STRUCTURAL

CODE

OPP

HAND

OPPOSITE HAND

P PAINT

PL TOP PLATE

PLAM PLASTIC LAMINATE

PLYWD PLYWOOD

PT PRESSURE TREATED

R RADIUS

RCP REFLECTED CEILING PLAN

REF REFRIGERATOR

RB RUBBER BASE

REQD REQUIRED

RD ROUGH OPENING

RMKS REMARKS

RWL RAIN WATER LEADER

SAM SELF-ADHESIVE MEMBRANE

SC SOLID CORE WOOD DOOR

SF SQUARE FEET

SHT SHEET

SIM SIMILAR

SOW SCOPE OF WORK

SPEC SPECIFICATIONS

SS STAINLESS STEEL

ST STONE TILE

STD STANDARD

STN STAIN

STRUCT STRUCTURAL

SV SHEET VINYL

TBD TO BE DETERMINED

TERM. TERMINATION

TG TEMPERED GLASS

TME TO MATCH EXISTING

TOP TOP OF

TOS TOP OF SLAB

TOW TOP OF WALL

TYP TYPICAL

UON UNLESS OTHERIMSE NOTED

VCT VINYL COMPOSITION TILE

VIF VERIFY IN FIELD

W WASHER

WC WOOD COMPOSITE

ARREVIATIONS

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

S I G

N E

D

B

Y

C A

D

D

W G

F

I L E

P R

O J E

T

N

O

I S

S U

E

I N

F O

R M

A T

I O

N

C H

E C

K E

D

B

Y

D R

A W

N

B

P

P R

O V

E D

B

SHEET

A P

P R

O V

E R

C H

E C

K E

R

M D

M

M D

M

S N

A C

K

S

H A

K

T

C H

D

I T

I O

N

G E

N E

R A

L

N

O T

E S

A N

D

A

B B

R E

V I A

T I O

N S

P R

O J E

I L

E

N

U M

B E

R

NOTE: NOT ALL ABBREVIATIONS ARE USED ON THIS PROJECT.

TYPE NUMBER AS APPLIES

OBJECT TYPE

ROOM NAME AND NUMBER

DOOR NUMBER - REFERENCES

TO ROOM NUMBER

REVISION DELTA NUMBER

EXISTING OBJECT

PROPERTY LINE

CENTER LINE

WINDOW TYPE

SIDEWALK PATTERN

GRAVEL PARKING

NEW FRAMED WALL

STONE TILE

WALK-OFF MAT

HATCH PATTERNS

GYPSUM WALL BOARD

WOOD SHAKES

EXTERIOR

VERTICAL SIDING

STONE VENEER

CONCRETE

MASONRY UNITS

CONCRETE

EARTH FILL

WASHED ROCK

WOOD SHINGLES

INTERIOR

ELEVATION

TAG

EXTERIOR

ELEVATION

TAG

A6.00

+1'-0"

SPOT

ELEVATION

TAG

ELEVATION

LEVEL TAG

Elevation

Name

GRIDLINE

DETAIL

AREA

TAG

DETAIL

TAG

WALL

SECTION

BUILDING

SECTION

WINDOW TAG

GRAPHIC SYMBOLS

NORTH

ARROW

REVISION

TAG

DOOR TAG

ROOM TAG

Room name

WALL, FLOOR,

ROOF- TYPE

TAG

DETAIL #

SHEET I.D.

DETAIL #

SHEET I.D.

REFERENCE I.D.

SHEET NUMBER

SHEET NUMBER

REFERENCE I.D.

SHEET NUMBER

REFERENCE I.D.

SHEET NUMBER

A

1.00

A4.00

LEVEL NAME

ELEVATION HEIGHT VALVE

ELEVATION HEIGHT ABOVE

REFERENCE LEVEL

ELEVATION REFERENCE

ON SHEET

SHEET NUMBER

ELEVATION REFERENCE

ON SHEET

SHEET NUMBER

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

S I G

N E

D

B

D

D

L E

P R

O J E

I S

S U

E

I N

F O

R M

A T

I O

N

C H

E C

K E

D

B

Y

D R

A W

N

B

P R

O V

SHEET

A P

P R

O V

E R

C H

E C

K E

R

M D

M

M D

M

S N

A C

K

S

H A

T

C H

D

I T

I O

N

G R

A P

H

S

M

B O

L

D

H A

T C

H

P

A T

C H

E R

S

P R

O J E

I L

E

N

U M

B E

R

NOTE: NOT ALL GRAPHIC SYMBOLS AND HATCH PATTERNS ARE USED ON THIS PROJECT.

PHOTO NUMBER

SHEET NUMBER

PH

PHOTO

VIEW

DEMOLISH 5

" X 13

" GLULAM

DEMOLISH 2-2 X 6 JACK STUDS

EACH SIDE

RETAIN EXISTING CRIPPLES

RETAIN EXISTING 2 X 6 @16" O.C. STUDS

REPLACE FIRESTOPS AS NEEDED

DEMOLISH EXISTING

SHEATHING

AND ROOFING FELT

REMOVE AND STORE OVERHEAD DOOR

DEMOLISH 2-2 X 6 SOLE PLATES

DEMOLISH CORNER COLUMNS (2)

4- 2 x 6 NAILED AS A UNIT

EXISTING EDGE FLASHING

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

S I G

N E

D

B

D

D

L E

P R

O J E

I S

S U

E

I N

F O

R M

A T

I O

N

C H

E C

K E

D

B

Y

D R

A W

N

B

P R

O V

SHEET

S O

U T

H

E

L E

V A

T I O

N

D E

M O

L I T

I O

N

4 12

M D

M

M D

M

M O

D U

L A

R

B

U I L

D I N

G

S

O U

H

L

L

R

E C

O N

S T

50 Ft. 150 Ft.100 Ft.0

SCALE: 1"=50 Ft.

ELEVATION -SOUTH WALL

SHEET NOTES

1. REMOVE ALL DEMOLISHED MATERIALS FROM NATIONAL FOREST LANDS AND DISPOSE

IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS UNLESS OTHERWISE

DIRECTED BY THE C.O.

2. IN LIEU OF THE REPAIR METHOD SHOWN ON DETAIL 2/S4. BOTTOMS OF EXISTING

STUDS CAN BE TRIMMED TO A UNIFORM HEIGHT. UNTREATED 2 X 6 SOLE PLATES CAN

BE ADDED TO THE TREATED PLATES AND THE STUDS TOENAILED TO THE NEW SOLE

PLATES WITH 2-16d @16" O.C.

3. IF THE ROOF IS NOT TO BE REPLACED, KEEP THE EXISTING EDGE FLASHING IN-PLACE.

SLIP THE NEW SHEATHING BETWEEN THE FLASHING AND WALL STUDS.

TRIM STUD ENDS TO UNDAMAGED WOOD

OPEN STORAGE

NOT IN CONTRACT

EQUIPMENT

STORAGE

NOT IN

CONTRACT

100'

INSTALL LUMINAIRE #1

EXISTING PANELING,

SHEATHING, AND BUILDING PAPER

REMOVE AND DISPOSE

~2'-10"

OPTION ITEM

EXISTING STEEL DOOR AND FRAME

REMOVE AND DISPOSE

INSTALL NEW STEEL DOOR,

FRAME, AND HINGES

REUSE LOCKSET

2'

EXISTING PANELING,

SHEATHING, AND BUILDING PAPER

REMOVE AND DISPOSE

OPEN STORAGE ROOF

LINE AT EAST WALL

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

S I G

N E

D

B

D

D

L E

P R

O J E

I S

S U

E

I N

F O

R M

A T

I O

N

C H

E C

K E

D

B

Y

D R

A W

N

B

P R

O V

SHEET

B U

I L D

I N

G

P

L A

N

5 12

M D

M

M D

M

M O

D U

L A

R

B

U I L

D I N

G

S

O U

L

L

R

E C

O N

S T

REINSTALL GATE GUIDE

REPLACE POST

GENERAL NOTES

1. BRACKET: THE GOVERNMENT WILL REFURBISH THE BRACKETS

AND RETURN THEM WITHIN 10 DAYS.

2. ASPHALT FELT

2.1. TWO INCH OVERLAP ON HORIZONTAL SEAMS

2.2. NO VERTICAL SEAMS WITHIN 24" OF A CORNER POST.

2.3. NAIL OR STAPLE AT 12" O.C.

3. ANCHOR BOLT AND NUTS (APPLIES TO ALL BOLTS, NUTS, AND

WASHERS)

3.1. DO NOT REUSE EXISTING NUTS AND WASHERS.

3.2. WIRE BRUSH EXISTING ANCHOR BOLTS TO REMOVE ALL

PAINT, RUST AND OTHER FOREIGN MATTER.

3.3. INSTALL NEW GALVANIZED WASHER AND NUT AND TOUCH

UP PAINT AS NEEDED.

4. LUMBER

4.1. SEE SPECIFICATION FOR PRESERVATIVE TREATMENT

OPTIONS.

4.2. TREAT FIELD CUTS AND NEW CUT ENDS OF EXISTING

LUMBER WITH 2 COATS OF APPROVED PRESERVATIVE.

5. WALL COVERING

5.1. T1-11 PLYWOOD: tHE GOVERNMENT WILL PRIME COAT

THE CONTRACTOR SUPPLIED PANELS

5.2. NAILS:GALVANIZED OR STAINLESS STEEL.

PH

S2

PH

S2

S5

S5

SCALE: NONE

WEST ELEVATION

SCALE: NONE

EAST ELEVATION

SCALE: NONE

PLAN

SCALE: NONE

EAST SIDE OF SOUTH WALL

S2

S2

INSTALL

LUMINAIRE #2

INSTALL LED

LUMINAIRE #1

USE EXISTING CONDUIT

TO EXIT SIGN

MOTOR CONTROL

SWITCH (E)

OUTLET BOX(E)

TO REMAIN

EXIT SIGN (E)

TO REMAIN

MOTOR FOR

OVERHEAD DOOR (E)

EXTEND EXISTING CONDUIT

TO NEW LUMINAIRE

NORTH WALL (INSIDE VIEW) WEST WALL (INSIDE VIEW)

OVERHEAD DOOR OPENING (E)

ENTRANCE DOOR

(REPLACEMENT OPTION)

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

S I G

N E

D

B

D

D

L E

P R

O J E

I S

S U

E

I N

F O

R M

A T

I O

N

C H

E C

K E

D

B

Y

D R

A W

N

B

P R

O V

SHEET

D E

M O

L I T

I O

N

P

H O

T O

S

E L E

C T

R I C

A L

L A

Y O

U T

6 12

M D

M

M D

M

M O

D U

L A

R

B

U I L

D I N

G

S

O U

L

L

R

E C

O N

S T

REMOVE FIRE HORN

DISCONNECT CONDUCTOR AT

J-BOX OR BREAKER

REMOVE EXPOSED CONDUCTOR FOR OLD LUMINAIRE

ENSURE THE WIRE IS NOT "HOT".

IF "HOT", DISCONNECT CONDUCTOR AT J-BOX

BRACKET

INSTALL FLEXIBLE CONDUIT

SCALE: NONE

ELECTRICAL LAYOUT

SCALE: NONE

EXISTING CONDITION OF BRACKET

2 SCALE: NONE

WEST SIDE OF SOUTH WALL

EXISTING 2 X 6 @16" O.C. FRAME

AND 2 X 6 BLOCKING 48" O.C.

REPLACING BLOCKING AS DIRECTED

EXISTING FLAT ROOF

FLASHING SHOWN

T1-11 SIDING

48" X 120" PANELS

OPEN STORAGE

REINSTALL EXISTING

OVERHEAD DOOR

INSTALL LED LUMINAIRE #2

"Z" STRIP

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

S I G

N E

D

B

D

D

L E

P R

O J E

I S

S U

E

I N

F O

R M

A T

I O

N

C H

E C

K E

D

B

Y

D R

A W

N

B

P R

O V

SHEET

S O

U T

H

E

L E

V A

T I O

N

7 12

M D

M

M D

M

M O

D U

L A

R

B

U I L

D I N

G

S

O U

L

L

R

E C

O N

S T

50 Ft. 150 Ft.100 Ft.0

SCALE: 1"=50 Ft.

ELEVATION - REBUILT SOUTH WALL

2 X 6 STUD @16" O.C. (E)

2 X 6 NAILERS,(E)

REPLACING BROKEN PIECES

TOENAIL W/4-8d

EACH STUD TO TOP PLATE

CRIPPLE STUD (E)

TOENAIL

4-8d AT EACH

CRIPPLE STUD

REPLACE 2 X 6

SPACER

USE FULL LENGTH LUMBER

2-2 X 6 JACKS (N)

PRESERVATIVE TREATED

ADJUST LENGTH FOR TOP OF2 X12

MEET ENDS OF CRIPPLES

NAIL EACH PIECE

10d @24" O.C. STAGGERED

2-2 X 6 RUNNERS (N)

FOR DOOR TRACK

NAILING IN ACCORDANCE MANUFACTURER'S

INSTRUCTION OR INDUSTRY STANDARDS

2-8d

EACH STUD

CUT EXISTING STUDS AS NEEDED

TO PLACE NEW SOLE PLATES AND

TO REMOVE ANY DECAYED WOOD

2 X 6 X 12" STUB

ATTACHED W/4-8d

EVENLY SPACED

EACH SIDE

PRESERVATIVE TREAT

OUTSIDE MEMBER ONLY

SHEATHING STRUCTURE (N)

30# ASPHALT FELT

"EXTERIOR PLYWOOD

" T1-11 SIDING

OVERHEAD DOOR HEADER (N)

" X 9" PRESERVATIVE TREATED

GLULAM

2 X 6 RUNNER (2)

M

I N

2 X 6 SOLE PLATE S (N)

PRESSURE TREAT BOTTOM PLATE

ADD 2 X 6 BLOCKS AS NEEDED

TO SUPPORT SHEATHING

SHEET NOTES

1. INSTALL PLYWOOD AND T1-11 SHEATHING HORIZONTALLY

2. OFFSET VERTICAL EDGES A MINIMUM OF 16" O.C.

3. INSTALL 2 X 6 BLOCKING AS NEEDED SO THAT ALL SHEATHING EDGES

AT SUPPORTED.

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

S I G

N E

D

B

D

D

L E

P R

O J E

I S

S U

E

I N

F O

R M

A T

I O

N

C H

E C

K E

D

B

Y

D R

A W

N

B

P R

O V

SHEET

W A

L L

F

R A

M I N

G

S E

C T

I O

N S

8 12

M D

M

M D

M

M O

D U

L A

R

B

U I L

D I N

G

S

O U

L

L

R

E C

O N

S T

EXISTING BRACKET

EACH CORNER

SHEATHING NAILING SCHEDULE

PANEL NAIL SIZE BOUNDARY EDGE FIELD

" EXTERIOR

6d 6" 6" 12"

" T1-11

8d 6" 6" 12"

SCALE: NONE

ELEVATION - OVERHEAD DOOR OPENING

(TYPICAL EACH SIDE)

SCALE: NONE

ELEVATION - CORNER POST

(TYPICAL EACH CORNER)

S6

S6

S6

S6

JACK STUD (2) (E)

2 X 6 RUNNER (2)

REINSTALL OVERHEAD DOOR (E)

AND TRACK

EXISTING 2 X 6 STUD

2 X 6 STUD (N)

PRESERVATIVE TREATED

2 X 6 SOLE PLATE (2) (N)

SHEATHING STRUCTURE

2-2 X 6 RUNNERS FOR DOOR TRACK

PRESERVATIVE TREATED

EXISTING ROOF STRUCTURE

BUILT-UP ROOFING

OVER

" PLYWOOD

OVERHEAD DOOR HEADER (N)

X 9 PRESERVATIVE TREATED

GLULAM

SHEATHING STRUCTURE (N)

EXISTING

DOOR TRACK

(MOUNTING MECHANISM

NOT SHOWN

SIZE AND

CONFIGURATION OF THESE

MEMBERS ASSUMED

2 X 6 JACK STUDS

ADJUST STUD SO SOLE PLATE

SITSON TOP OF GLULAM

EXISTING 2 X 6 SOLE PLATE

EXISTING

2 X 6 @16" O.C.

EXISTING RIPPED 4 X 4

" A.B. (E)

SEE SHEET NOTES

NEW

" BOLTS OR ALL THREADS,

NUTS, AND WASHERS, 3 SETS

GALVANIZED OR STAINLESS STEEL

BRACKET (E)

SEE GENERAL NOTES

SHEET S2

REPLACE 2 X 6

SPACER

2 X 6 SOLE PLATES (N) IN WEST WALL (N)

FROM CORNER POST TO DOOR FRAME

SHEATHING STRUCTURE

2X BLOCK

2 X6 SOLE PLATES (N)

SEE SHEET NOTE 2.1

"Ø A.B.@6'-0" O.C. (E)

2 X 6 STUD (N)

WEST WALL

NEW 2 X 6 (4)

16d @24" O.C.

STAGGERED

BOTH SIDES

NEW 2 X 6 (4)

16d @24" O.C.

STAGGERED

SHEATHING STRUCTURE

2 X 6 SOLE PLATES (E)

WEST WALL

WEST FACE SHOWN

EAST FACE SIMILAR

SOUTH FACE

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

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SHEET NOTES

1. OVERHEAD DOOR

1.1. REINSTALL DOOR IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTION OR

INDUSTRY STANDARDS.

1.1. REINSTALL DOOR SQUARE AND PLUMB AND

ADJUST TO OPERATE WITHOUT BINDING.

1.2. RECONNECT MOTOR; INSTALL FLEXIBLE

CONDUIT OVER EXISTING EXPOSED

CONDUCTORS.

2. ANCHOR BOLT

2.1. SIZE AND SPACING OF HIDDEN A.B.'S BASED

OF ORIGINAL PLANS, NOT AS-BUILTS.

2.1. REMOVE RUST AND PAINT TO BARE METAL.

2.2. INSTALL WITH NEW NUT.

2.3. COAT EXPOSED THREADS WITH

GALVANIZED PAINT.

SCALE: NONE

ELEVATION - OVERHEAD DOOR OPENING

SCALE: NONE

SECTION - OVERHEAD DOOR

(TYPICAL EACH SIDE)

SCALE: NONE

SECTION- CORNER POST

SCALE: NONE

CORNER POST BRACKET

M

O

L

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X

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O

E

A

T

H

I

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S

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X

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T

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P

H

A

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F

N

N

T

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E

X

I S

T

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F

N

N

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T

EXISTING GUTTERS AND

DOWNSPOUTS TO REMAIN

DEMOLISH EXISTING SCUPPERS, DOWNSPOUTS,AND

PERIMETER EDGING DOWN TO TOP CHORD AND BLOCKING

DEMOLISH METAL PANS AND ABS PIPE

REMOVE UNUSED MASTHEAD

CUT ANY WIRES BELOW TOP OF

TRUSS

EXISTING MASTHEAD

36" DEEP TRUSS@24" O/C

100'

END DEMOLITION

EXISTING

METAL ROOF

20'-2"

120'-2"

S7

S7

PH

S9

PH

S9

DEMOLISH SCUPPERS

AND DOWNSPOUTS (6)

AND

DROP PANS LOCATED IN THE

MIDDLE OF THE ROOF

TRUSS (E)

2X6@16" O.C.

EXACT

CONFIGURATION IS

UNKNOWN

DEMOLISH/REMOVE

PERIMETER EDGING

(2 X 4 & RIPPED 4 X 4)

FLASHING

EXACT

CONFIGURATION

IS UNKOWN

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

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K E

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SHEET

R O

P

L A

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M E

N T

D E

M O

L I T

I O

N

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SHEET NOTES:

1. DISPOSE OF ALL DEMOLISHED MATERIALS OFF NATIONAL FOREST LAND AND IN

THE LAWFUL MANNER.

2. SEE PHOTOS ON SHEET S9 TO VIEW EXISTING CONDITION OF ROOF.

SCALE: NONE

SECTION

SCALE: NONE

EXISTING EAVE

SCALE: NONE

EXISTING SCUPPER

SCALE: NONE

PLAN - ROOF DEMOLITION

S7

S7

EAST

NEW

RIPPER MEMBER - 2X CUT AT A

-2% SLOPE TO THE WEST

NEW

LATERAL SUPPORT

2 X BLOCKING (TYP)

NEW

METAL ROOF OVER NEW

PLYWOOD DIAPHRAGM

(ENTIRE ROOF)

EXISTING TOP PLATES

AND TRUSS BLOCKING

NEW FLASHING

EXTEND 8" BELOW TOP

PLATES

NEW

2 X 6 BLOCKING

WHERE SHOWN

EXISTING TRUSS TO REMAIN

EXISTING LUMBER TRUSS(ES)

USE EXISTING BLOCKING

NEW 2 X 6 BLOCKING@48" O.C.

BETWEEN TRUSSES

USE SIMPSON HU24TF JOIST HANGER EA.END

HEADER:4-10d NAILS

FLANGE: 4-10d NAILS

AT WALL

USE SIMPSON LU24 JOIST HANGER

ALIGN BLOCKING WITH EXISTING STUD

HEADER: 4-10d NAILS

JOIST: 2-10d NAILS.

REPLACE EXISTING

GUTTER AND DOWNSPOUTS

~8'-0" - ZONE 2ROOF SHEATHING ZONE 1~8'-0" ZONE 2

REMOVE EXISTING GUTTER

AND DOWNSPOUTS

S8

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

D E

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ROOF DIAPHRAGM NAILING SCHEDULE

ZONE NAIL SIZE BOUNDARY EDGE FIELD

10d 4"" 6" 12"

10d 6" 6" 6"

SHEET NOTES

1. ROOF

1.1. INSTALL 15# ASPHALT FELT OVER NEW PLYWOOD

1.2. FOLLOW MANUFACTURER'S INSTRUCTIONS FOR HORIZONTAL AND

VERTICAL OVERLAPS

2. GUTTERS AND DOWNSPOUTS

2.1. A SPECIFIC ARRANGEMENT IS NOT GIVEN

2.2. SUBMIT FOR APPROVAL AN ARRANGEMENT OF DOWNSPOUTS

MEETING THE REQUIREMENTs OF THE OREGON STATE PLUMBING

CODE. FOR 1 INCH PER HOUR STORM FLOW

2.3. MINIMUM FIVE INCH (BOTTOM WIDTH) GUTTERS.

2.4. STORMWATER WILL EXIT DOWNSPOUTS TO AN APPROVED

HARDENED SURFACE TO MINIMIZE EROSION.

DETAIL NOTES

1. BACKING FOR METAL ROOFING IS ALSO THE LATERAL FORCE

DIAPHRAGM.

2. SUBMIT FOR APPROVAL:

2.1. LAYOUT OF LATERAL SUPPORT

2.2. TYPE AND THICKNESS OF DIAPHRAGM

2.3. CONNECTIONS TO TRANSMIT LATERAL TO THE TRUSSES.

3. SEE G2 AND SPECIFICATION 07 41 13 FOR OTHER

REQUIREMENTS

SCALE: NONE

NEW ROOF PLAN

SCALE: NONE

ROOF SECTION

3"

2 ROWS@6" SPACING=18"

3"

EXISTING TOP CHORD

2 X 6

SPLICE, 2 X 6

SPLICE LENGTH VARIES

AREA OF ROT

TO BE REMOVED

ADDITIONAL CLEANED OUT AREAS

10d NAILS

USED ON BOTH SIDES

OF TOP CHORD

TOP CHORD

VARIES

D e s c r i p t i o n

D a t e

A p p r

M a r k

DRAWING

OF

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0 1 Ft.1 Ft.

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

TOP CHORD REPAIR

(TYPICAL)

SHEET NOTES

1. REPAIR AREA(S) WILL BE MARKED BY THE C.O. AFTER ROOF DEMOLITION

IS COMPLETE AND SUFFICIENT FLOOR AREA HAS BEEN CLEARED BY THE

CONTRACT TO ALLOW THE GOVERNMENT'S MANLIFT AND/OR SCISSORS

LIFT TO REACH ALL THE ROOF AREA.

2. CUT OUT ROTTED AREA DOWN TO SOUND WOOD

3. CLEAN THE CUT AREA WITH A MILD CHLORINE SOLUTION (BLEACH).

4. USE THE SAME LUMBER GRADE FOR THE SPLICES AS THE TOP CHORD.

5. MAKE REPAIRS WHEN THE LEAST LOAD IS ONE THE TRUSS.

6. NAILING PATTERN IS FOR BOTH SIDES OF THE TOP CHORD.

SCALE: NONE

PH 1

FACING APPROX. WEST

SCALE: NONE

PH 2

FACING APPROX. NORTHWEST