Attachment 03 - Fire Station Door Enlargement Drawings.pdf

Sheet Number:

Project Date.

Design by:

Drawn by:

Checked by:

Approved by:

DateNo. Revision/Issue

Consultant Name and Address:

Firm Name and Address:

Project:

Legend:

Client:

Drawing Status:

100% BID DOCUMENT

30% DESIGN DEVELOPMENT

60% DESIGN DEVELOPMENT

90% DESIGN DEVELOPMENT

CONCEPT DESIGN

100% CONSTRUCTION DOCUMENT

NO DRAWING SHALL BE RECOGNIZED AS A CONSTRUCTION DOCUMENT

UNLESS IT BEARS A SIGNED REGISTRATION SEAL

Sheet Title:

RECORD DOCUMENT

Camden, ME | Portland, ME | York, ME | Wilmington, DE

207.236.9970 | www.cordjiacapitalprojects.com

FIRE STATION

ENTRANCE

ENLARGEMENT

TOGUS VA, AUGUSTA, MAINE

TOGUS VA HOSPITAL

AUGUSTA

MAINE

STRUCTURAL

ELEVATIONS AND

EXISTING EXTERIOR ENTRANCE ELEVATION

1/2"=1'-0"

S1

9'-11

10'-6

EXISTING TRUSS

EXISTING L6x4x

TO BE REMOVED

EXISTING L6x4x

TO BE REMOVED

EXISTING L6x4x

TO BE REMOVED

EXISTING L6x4x

TO BE REMOVED

EXISTING INTERIOR ENTRANCE ELEVATION

1/2"=1'-0"

REMOVE EXISTING

STEEL PLATE AND WOOD

BLOCKING, CUT EXISTING

BOLTS FLUSH WITH EXISTING

BRICK WALL SURFACE

REMOVE

WOODEN

BLOCKING TYP.

10'-7 1/4"

10'-6

PROPOSED INTERIOR ENTRANCE ELEVATION

1/2"=1'-0"

PROPOSED EXTERIOR ENTRANCE ELEVATION

1/2"=1'-0"

MC8x8.5 DETAIL

3"=1'-0"

2'

8"

4" 2"

3"

9"

9"

" HOLE

TYP.

NEW

MC 8x8.5

SEE DETAIL

SHEET S1

NEW

MC12x10.6

SEE DETAIL

SHEET S2

NEW

L8x4x

BOLTED

W/

" x8"

THREADED ROD

IN SIMPSON

SET-XP22 EPOXY

GROUT OR EQUAL

@ 16" O.C. @

C.L. OF ANGLE LEG

TYP.

CORNER

BRACKET

SEE DETAIL

SHEET S2

TYP.

1/4"

1/4"

INSTALL NEW

2"x 4" WOOD DOOR

P.T. BLOCKING ATTACH

TO STEEL FRAME

W/

" DIAMETER TREADED

ROD STUDS AT16" O.C.

AND 4" FROM ENDS

TYP. BOTH SIDES

NEW

L8x4x

CORNER BRACKET

SEE DETAIL ON SHEET S2

CUT EXIST. FOUNDATION WALL

AS REQUIRED TYP.

EXIST. STEEL

HEADER TO REMAIN

"x 10

TREADED

ROD IN

SIMPSON

SET-XP22

EPOXY GROUT

OR EQUAL

8" EMBEDMENT

TYP.

2"-6"

NEW MC WELD TO

EXIST. HEADER ANGLE

NEW L8x4x

" BOLTED

W/

"x9

" THREADED ROD IN

SIMPSON SET-XP22 EPOXY GROUT

OR EQUAL @ 16" O.C. 4" FROM

BOTTOM END @ C.L. OF ANGLE LEG TYP.

NOTE:

INSTALLER WILL PROVIDE FIELD

VERIFICATION OF DIMENSIONS PRIOR

TO FABRICATION AND NOTIFY

ENGINEER IF THE CONDITIONS IN

FIELD ARE DIFFERENT THAN IS

SHOWN ON DRAWINGS.

EXISTING

CONCRETE

FLOOR

EXISTING

CONCRETE

FLOOR

EXISTING

CONCRETE

FLOOR

EXISTING

CONCRETE

FLOOR

EXISTING

BUILDING

CORNER

TYP.

9'-11

" 3'-9

3'-7" 10'-7 1/4" 3'-5

APROX. 4" SAWCUT

3-11"

NEW DOOR OPENING

DETAILS

S2

S2

EXISTING

EXTERIOR

WALL

APROX. 4" SAWCUT

EXIST. STONE

HEADER TO REMAIN

EXIST. INSET BRICK JAMBS TO BE

SAWCUT AND REMOVED BACK APPROX.

4" ON EACH SIDE

EXISTING

EXTERIOR

WALL

EXIST. STEEL

HEADER TO REMAIN

ORIGINAL OPENING

"x 9

TREADED

ROD IN

SIMPSON

SET-XP22

EPOXY GROUT

OR EQUAL

8" EMBEDMENT

TYP.

"x 9

TREADED

ROD IN

SIMPSON

SET-XP22

EPOXY GROUT

OR EQUAL

8" EMBEDMENT

TYP.

EXISTING

BUILDING

CORNER

Sheet Number:

Project Date.

Design by:

Drawn by:

Checked by:

Approved by:

DateNo. Revision/Issue

Consultant Name and Address:

Firm Name and Address:

Project:

Legend:

Client:

Drawing Status:

100% BID DOCUMENT

30% DESIGN DEVELOPMENT

60% DESIGN DEVELOPMENT

90% DESIGN DEVELOPMENT

CONCEPT DESIGN

100% CONSTRUCTION DOCUMENT

NO DRAWING SHALL BE RECOGNIZED AS A CONSTRUCTION DOCUMENT

UNLESS IT BEARS A SIGNED REGISTRATION SEAL

Sheet Title:

RECORD DOCUMENT

Camden, ME | Portland, ME | York, ME | Wilmington, DE

207.236.9970 | www.cordjiacapitalprojects.com

FIRE STATION

ENTRANCE

ENLARGEMENT

TOGUS VA, AUGUSTA, MAINE

TOGUS VA HOSPITAL

AUGUSTA

MAINE

S2

CORNER BRACKET DETAIL

6"=1'-0"

MC12x10.6 DETAIL

1 1/2"=1'-0"

" HOLE

TYP.

1' 1'-0

" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-4" 1'-0

12'-9

2"

8"

9"

8"

1'-4"

" 7

SIDE VIEW

FRONT ELEVATION

TYP.

1/4"

AND DETAILS

STRUCTURAL SECTIONS

PROVIDE ADEQUATE SHORING AND SUPPORT PRIOR TO DEMOLITION AND DURING CONSTRUCTION.

TEMPORARILY REMOVE / RELOCATE EXISTING MISCELLANEOUS OBSTRUCTIONS (CONDUIT, PIPING, ETC.) TO ALLOW FOR THE

INSTALLATION OF THE NEW STRUCTURAL MEMBERS.

MODIFY CORNERS OF NEWLY CUT WALLS TO ACCOMMODATE PROPER INSTALLATION OF THE NEW STEEL MEMBERS, USE NON

SHRINK GROUT SIMPSON STRONG TIE FX229 OR EQUAL. IF NEEDED TO ENSURE PROPER SETTING BETWEEN WALL AND STEEL

MEMBERS.

STEEL MATERIAL:

HOT ROLL PROFILES AND PLATES: ASTM A 36.

BOLTS OR TREADED RODS: ASTM A 307.

HEX NUTS: ASME B18.2.2.

PLAIN WASHERS: ASME B18.22.1

WELDING TO BE PROVIDED BY FOLLOWING AWS STANDARDS:

AWS B02.1 SPECIFICATION ON WELDING PROCEDURE AND PERFORMANCE QUALIFICATION.

AWS D01.1 STRUCTURAL WELDING.

AWS A05.18 SPECIFICATION FOR CARBON STEEL ELECTRODES AND RODS FOR GAS

SHIELDED ARC WELDING.

PAINTING:

BASE COAT: RED OXIDE.

FINISH COAT: MATCH EXISTING PAINT COLOR OR AS SELECTED BY OWNER.

INSTALL NEW OVERHEAD DOOR PER OWNER AND MANUFACTURER'S SPECIFICATIONS.

GENERAL NOTES

NOTE:

INSTALLER WILL PROVIDE FIELD

VERIFICATION OF DIMENSIONS PRIOR

TO FABRICATION AND NOTIFY

ENGINEER IF THE CONDITIONS IN

FIELD ARE DIFFERENT THAN IS

SHOWN ON DRAWINGS.

SECTION

3"=1'-0"

S1

" x10 1/4" TREADED ROD

EXISTING STONE HEADER

NEW MC 12 x10.6

" x 91/4" TREADED ROD

EXISTING STEEL

HEADER

" NUT, STANDARD HEIGHT

" FLAT WASHER

W/

" NUT, REDUCED HEIGHT

NEW P.T. WOOD BLOCKING

COUNTERSINK AS NECESSARY

FOR BOLT, NUT, AND WASHER

INSTALLATION

" NUT,

STANDARD HEIGHT

SECTION

3"=1'-0"

S1

TYP.

1/8"

NEW L8x4x

NEW

"x9 1/4"

TREADED ROD

NEW 2"x 4" P.T. WOOD

BLOCKING

" x 2" TREADED ROD STUD

W/

" HEX NUT (REDUCED HEIGHT)

COUNTERSINK AS NECESSARY

1'

2"

8" EMBEDMENT MIN.