47PB0018R0019_Tab_2_Vehicle_Search_Bay_Drawings_2018_08_01.pdf

PDF 5 MB Posted

Attached to
Coburn Gore, ME LPOE Residence Improvements
Solicitation number
47PB0018R0019
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Vehicle Search Bay Renovation Drawings

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47A York Street Portland, Maine 04101 207.553.7753 colbycoengineering.com

47A York Street Portland, Maine 04101 207.553.7753 colbycoengineering.com

A/E Contract No. GS-01P-14-BW-D-0025 Building No. ME0051BE

AUGUST 1, 2018 - BID SET

COBURN GORE LPOE

SEARCH BAY

RT 27, COBURN GORE, ME 04936

PROPERTY OF THE UNITED STATES GOVERNMENT.

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE

DRAWINGS AND/OR DOCUMENTS WITHOUT THE EXPLICIT

PERMISSION OF THE U.S. GENERAL SERVICES

ADMINISTRATION IS PROHIBITED. DISTRIBUTION TO THOSE

WITH OTHER THAN A NEED TO KNOW IS STRICTLY FORBIDDEN.

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AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

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PROPERTY OF

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FOR OFFICIAL USE ONLY

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BID SET

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GS-01P-14-BW-D-0025

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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ME0051BE

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COBURN GORE SEARCH BAY RENOVATION

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RENOVATION TO EAST GARAGE

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GIBSON H

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COVER SHEET

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XX

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AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

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AutoCAD SHX Text Boston, MA 02222-1076

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FOR OFFICIAL USE ONLY

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BID SET

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GS-01P-14-BW-D-0025

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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COBURN GORE SEARCH BAY RENOVATION

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GIBSON H

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PUBLIC BUILDINGS SERVICE

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NEW ENGLAND REGION

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U.S. GENERAL SERVICES ADMINISTRATION

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BANGOR

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PORTLAND

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HOULTON

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VAN BUREN

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COBURN GORE

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KINGFIELD

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FARMINGTON

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STRUCTURAL SECTIONS AND DETAILS

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AutoCAD SHX Text HISTORICAL BUILDING NOTE: 1. THIS PROJECT IS LOCATED WITHIN A BUILDING OF SIGNIFICANT THIS PROJECT IS LOCATED WITHIN A BUILDING OF SIGNIFICANT HISTORICAL IMPORTANCE AND IS LISTED ON THE NATIONAL REGISTER OF HISTORIC BUILDINGS. THE CONTRACTOR AS WELL AS ALL INDIVIDUALS WORKING ON THE PROJECT SHALL PROVIDE AN ADDITIONAL LEVEL OF CARE AND ATTENTION TO AVOID ANY DAMAGE TO THE EXISTING BUILDING'S HISTORIC FABRIC, SURFACES, FINISHES, AND SYSTEMS THAT REMAIN IN PLACE. ANY AND ALL DAMAGES RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED ONLY AS APPROVED BY THE CONTRACTING OFFICER AT NO ADDITIONAL COST.

207.553.7753 colbycoengineering.com

· 08/01/18

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CONCRETE PROPANE TANK PAD SEE 3/S-501 FOR TYP. DETAIL

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(3) 2x6 P.T. WIND JAMBS TYP. EACH SIDE OF DOOR

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FIXED RECESSED PANEL SIDING, SEE ARCH. DWGS.

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(3) 2x8 JACK STUDS & ONE KING STUD TYP. EACH SIDE OF DOOR

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12FT OVERHEAD DOOR, SEE ARCH. DWGS.

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SEE SHEET M-501 FOR PROPANE TANK DETAILS

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(2) 4x4 P.T. POSTS WITH SIMPSON STRONG-TIE GALVANIZED ABA44Z POST BASE

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AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

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PROPERTY OF

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FOR OFFICIAL USE ONLY

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BID SET

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GS-01P-14-BW-D-0025

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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COBURN GORE

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ME

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ME0051BE

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COBURN GORE SEARCH BAY RENOVATION

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GIBSON H

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EAST GARAGE

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AutoCAD SHX Text NOTES 1. DESIGN LOAD CRITERIA DESIGN LOAD CRITERIA ALL STRUCTURAL LOADING IS IN ACCORDANCE WITH ASCE 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" 2. STRUCTURAL & CARPENTRY STRUCTURAL & CARPENTRY UNLESS NOTED OTHERWISE, ALL TIMBER FRAMING SHALL COMPLY WITH THE "AMERICAN INSTITUTE OF TIMBER CONSTRUCTION- (AITC)" AND THE "AMERICAN FOREST & PAPER ASSOCIATION - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS). PROVIDE TIMBER GRADED BY AN ACCEPTED AGENCY, WITH RULES AND SERVICES COMPLYING WITH REQUIREMENTS & PROCEDURES OF DOC PS20. KEEP STRUCTURAL TIMBER PROTECTED DURING DELIVERY, STORAGE, HANDLING AND ERECTION. DO NOT STORE ON BARE SOIL OR IN AREAS WITH EXCESSIVELY HIGH OR LOW HUMIDITY. ALL GRADES OF 2x TIMBER MUST BE SPRUCE PINE FIR (SPF) #1 OR #2 OR FULFILL THE REQUIREMENTS SHOWN BELOW: PROVIDE TIMBER WHICH HAS EITHER BEEN GRADED OR TESTED AND CERTIFIED WITH ALLOWABLE STRESS RATINGS (PSI) OF: Fb= 875 PSI 875 PSI Ft= 450 PSI 450 PSI Fc(II)= 1150 PSI 1150 PSI Fc(perp)= 425 PSI 425 PSI Fv= 135 PSI 135 PSI E= 1,400,000 PSI 1,400,000 PSI PRESSURE TREATED LUMBER BOTTOM PLATES: : SOUTHERN PINE #2 OR BETTER: Fb = 1,250PSI, E= 1,600,000 PSI SOUTHERN PINE #2 OR BETTER: Fb = 1,250PSI, E= 1,600,000 PSI ENGINEERED LUMBER: BOISE CASCADE VERSA-LAM (NOTED AS LVL ON DRAWINGS) LAMINATED VENEER LUMBER (LVL), Fb = 2,500 PSI or GREATER, E= 2,000,000 PSI OR GREATER PLYWOOD SHEATHING: : 1/2" CDX PLYWOOD ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED (P.T.) CERTIFIED FOR GROUND CONTACT. 3. NAILING & FASTENING SCHEDULE: NAILING & FASTENING SCHEDULE: NAILING & FASTENING SCHEDULE: ALL NAILS SHALL BE 16d GALVANIZED UNLESS NOTED OTHERWISE

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S-101-01.DWG

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HUTCHINS, B

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BEAULIEU, B

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207.553.7753 colbycoengineering.com

08/01/18

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text TEMPORARY 2"x6" SHORING WALL. LOCATE STUDS DIRECTLY BELOW EXISTING RAFTERS.

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EXISTING CONCRETE SLAB

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TAPCON SCREWS @ 48" O.C. PATCH HOLE AFTER WALL REMOVAL

AutoCAD SHX Text REMOVE EXISTING CENTER CONCRETE 2" BELOW GRADE. PATCH WITH BITUMINOUS PAVEMENT TO MATCH EXISTING

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PATCH PAVEMENT TO MATCH EXISTING

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REMOVE EXISTING WALL ONLY AFTER SHORING WALL IS FULLY ERECTED.

AutoCAD SHX Text 1/2" PLYWOOD FASTENED TO STUDS w/ 8d NAILS @ 12" O.C.

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DOUBLE TOP PLATE

AutoCAD SHX Text 2 x 8 TIE AT EACH RAFTER, ALIGNED WITH TEMPORARY WALL

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BEVEL CUT TOP OF TIE TO MATCH RAFTER AND BEAR TIGHT TO UNDERSIDE OF RAFTER

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AutoCAD SHX Text S-501

AutoCAD SHX Text 12'-3"±

AutoCAD SHX Text 12'-3"±

AutoCAD SHX Text 12'-3"±

AutoCAD SHX Text 12'-3"±

AutoCAD SHX Text BEAR 2x8 TIGHT & TOE-NAIL TO TOP OF TEMP WALL

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(2) 2x8 SANDWICHING EACH RAFTER AND 2x8 TIE

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AutoCAD SHX Text 2 x 8 SQUASH BLOCKS @ 16" O.C.

AutoCAD SHX Text EXISTING 2 x 8 TOP PLATE TO REMAIN

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TRIM, SEE ARCH DRAWINGS

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VINYL SIDING

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SIMPSON H-2.5 HURRICANE TIES @ EACH RAFTER

AutoCAD SHX Text FASTEN EACH LAYER TO THE NEXT WITH (4) ROWS 16d NAILS SPACED AT 12" O.C. ALONG LENGTH OF HEADER

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3/4" CHAMFER, TYP.

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T.O. GRADE

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MATCH EXIST. V.I.F.

AutoCAD SHX Text 2"

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AutoCAD SHX Text 8" CONC. PAD w/ #4 BAR @ 9" O.C. EACH WAY. 4,000 PSI AIR ENTRAINED CONCRETE MIX

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(2) KING STUDS, EACH END. (TYP.) EXTEND KING STUD TO WALL TOP PLATE. TOE NAIL TO TOP PLATE w/ (4) 16d NAILS AND INSTALL SIMPSON STRONG-TIE A23 ANGLES EACH SIDE

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(3) JACK STUDS, BELOW EACH END OF HEADER (TYP.)

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AutoCAD SHX Text JACK STUDS AND KING STUDS TO BEAR ATOP EXISTING BOTTOM PLATE. TOE NAIL TO BOTTOM PLATE WITH (4) 16d NAILS AND INSTALL SIMPSON STRONGTIE A-23 ANGLE AT EACH JAMB

AutoCAD SHX Text 18'-0 1/2"±

AutoCAD SHX Text 18'-0 1/2"±

AutoCAD SHX Text 18'-0 1/2"±

AutoCAD SHX Text 18'-0 1/2"±

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(3) 2x6 P.T. WIND JAMBS TYP. EACH SIDE OF DOOR

AutoCAD SHX Text NAIL FIRST KING STUD TO ENDS OF EACH LVL w/(5) 16d NAILS FOR A TOTAL OF (20) PER END

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(3) 2x6 P.T. WIND JAMB STUDS FASTEN EACH SECTION TOGETHER WITH (2) 16d NAILS SPACED AT 8" O.C.

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AutoCAD SHX Text L4x4x1/4 ANGLE, 12" LONG EACH SIDE OF WIND JAMB. SEE DETAIL 7/S-501

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AutoCAD SHX Text S-501

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SIMPSON STRONG-TIE A23 ANGLES. (2) PER JAMB

AutoCAD SHX Text 316" x 2" TAPCONSCREWS FASTENING ANGLES TO CONCRETE

AutoCAD SHX Text (3)2x6 P.T. WIND JAMBS

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EXIST. CONCRETE SLAB

AutoCAD SHX Text FASTEN ANGLES TO HEADER WITH (4) 1/2" x4" GALV. LAG SCREWS.9/16" HOLES IN ANGLE LEG

AutoCAD SHX Text L4x4x1/4 STEEL ANGLE, 12" LONG EACH SIDE OF WIND JAMB. COAT WITH RUST INHIBITING PRIMER

AutoCAD SHX Text ANGLES TO SANDWICH WIND JAMBS WITH (4) 1/2" GALV. THROUGH BOLTS.9/16"x1" VERTICAL SLOTTED HOLES IN ANGLE LEGS. INSTALL BOLTS TO BE IN BOTTOM OF SLOT TO ALLOW FOR DOWNWARD DEFLECTION IN THE HEADER

AutoCAD SHX Text 1/2" TO 5/8" GAP BETWEEN TOP OF JAMB STUD AND UNDERSIDE 2x6

AutoCAD SHX Text 2x6 SPANNING BETWEEN (4) COLLAR TIES. FASTEN TO EACH COLLAR TIE w/ (4) 16d NAILS

AutoCAD SHX Text SIMPSON STRONG-TIE HTC4 HEAVY DEFLECTION CLIP EACH SIDE OF WIND JAMB. INSTALL NAILS WITHIN LOWER 1/3 OF SLOT TO ALLOW FOR DEFLECTION.

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KEY PLAN

AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

AutoCAD SHX Text Public Buildings Service

AutoCAD SHX Text New England Region

AutoCAD SHX Text Arch D (24 X 36)

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PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

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BID SET

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GS-01P-14-BW-D-0025

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EP-47PB0018F0022

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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COBURN GORE

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ME

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ME0051BE

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COBURN GORE SEARCH BAY RENOVATION

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RENOVATION TO EAST GARAGE

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GIBSON H

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SCALE:

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SECTION

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REF. DWG. S-101, S-501

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SCALE:

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REF. DWG. S-501

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SCALE:

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TYP. PROPANE TANK PAD

AutoCAD SHX Text 3/4" = 1'-0"

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REF. DWG S-101

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SCALE:

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DOOR FRAMING ELEVATION

AutoCAD SHX Text 1/4" = 1'-0"

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REF. DWG S-101

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SCALE:

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SECTION

AutoCAD SHX Text 1/2" = 1'-0"

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REF. DWG. S-101, S-501

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SCALE:

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DETAIL

AutoCAD SHX Text 1" = 1'-0"

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REF. DWG. S-501

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STRUCTURAL SECTIONS AND DETAILS

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XX

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S-501-XX.DWG

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HUTCHINS, B

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BEAULIEU, B

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AutoCAD SHX Text 4'

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AutoCAD SHX Text 2'

AutoCAD SHX Text 3'

AutoCAD SHX Text Scale: 3/4" = 1'-0"

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AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text Scale: 1/2" = 1'-0"

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SCALE:

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AutoCAD SHX Text S-501

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DETAIL

AutoCAD SHX Text 1-1/2" = 1'-0"

AutoCAD SHX Text

REF. DWG S-501

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207.553.7753 colbycoengineering.com

08/01/18

AutoCAD SHX Text 2x6 P.T. RAFTERS

AutoCAD SHX Text (2)2x8 P.T. BEAM

AutoCAD SHX Text BIRDSMOUTH RAFTERS, TOE NAIL TO BEAM & ANCHOR w/ SIMPSON H2.5 HURRICANE CLIPS

AutoCAD SHX Text 2x8 P.T. LEDGER ANCHORED TO EXISTING CONCRETE w/(2) " TAPCON 14" TAPCON SCREWS @ 16" O.C.

AutoCAD SHX Text

RAFTER HANGER

AutoCAD SHX Text 6'-8"

AutoCAD SHX Text 6'-8"

AutoCAD SHX Text

INSTALL CANOPY JUST CLEAR BELOW EXISTING CABLE TRAY

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EXISTING CONCRETE FOUNDATION WALL

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CONCRETE PAD, SEE 3/S-501

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ICE & WATER SHIELD & ASPHALT SHINGLES

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AutoCAD SHX Text

AutoCAD SHX Text 2x8 P.T. FACIA BOARD BEVEL TOP TO MATCH ROOF SLOPE

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INSTALL FULL BED OF SEALANT BETWEEN PLYWOOD AND CONCRETE

AutoCAD SHX Text SET PROPANE TANK IN ACCORDANCE WITH SPECIFICATION 231126 AND TANK SUPPLIER'S RECOMMENDATIONS.

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STATE

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CITY

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PROJ. NO.

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ADD'L FAC.NO.

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ADD'L FACILITY

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ADDRESS

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BLDG N0.

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SUBMISSION

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PROJ. MGR.

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CKD BY

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NUMBER

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KEY PLAN

AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

AutoCAD SHX Text Public Buildings Service

AutoCAD SHX Text New England Region

AutoCAD SHX Text Arch D (24 X 36)

AutoCAD SHX Text

PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

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BID SET

AutoCAD SHX Text 08/01/2018

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GS-01P-14-BW-D-0025

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EP-47PB0018F0022

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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COBURN GORE

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ME

AutoCAD SHX Text 04936

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ME0051BE

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COBURN GORE SEARCH BAY RENOVATION

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RENOVATION TO EAST GARAGE

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GIBSON H

AutoCAD SHX Text N1709915

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SCALE:

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AutoCAD SHX Text S-502

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SECTION AT PROPANE TANK CANOPY

AutoCAD SHX Text 3/4" = 1'-0"

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REF. DWG S-101

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PROPANE TANK CANOPY SECTION

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S-502-XX.DWG

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HUTCHINS, B

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BEAULIEU, B

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TYPICAL ABBREVIATIONS PLAN GRAPHIC LEGEND

DETAIL PLAN

WALL SECTION

BUILDING ELEVATION

WALL TYPE

WINDOW TYPE

PHOTOGRAPH

DEMO KEYED NOTES

KEYED NOTES

DOOR TAGS

GENERAL NOTES:

47A York Street Portland, Maine 04101 207.553.7753 colbycoengineering.com

08/01/18

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AutoCAD SHX Text ATC ACOUSTICAL TILE CEILING ACOUSTICAL TILE CEILING CBP CANADIAN BORDER PATROL CANADIAN BORDER PATROL CLG CEILING CEILING CLR CLEAR CLEAR CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT COL COLUMN COLUMN CONC CONCRETE CONCRETE CONT CONTINUOUS CONTINUOUS CT CERAMIC TILE CERAMIC TILE DEMO DEMOLITION DEMOLITION DWG DRAWING DRAWING EA EACH EACH EL ELEVATION ELEVATION ELEC ELECTRICAL ELECTRICAL EQ EQUAL EQUAL EWP EXTERIOR WALL PANEL EXTERIOR WALL PANEL EXST EXISTING EXISTING FD FLOOR DRAIN FLOOR DRAIN FE FIRE EXTINGUISHER FIRE EXTINGUISHER FLR FLOOR FLOOR FSS FOLDING SHOWER SEAT FOLDING SHOWER SEAT FT FEET FEET FTR FIN TUBE RADIATOR FIN TUBE RADIATOR G.C. GENERAL CONTRACTOR GENERAL CONTRACTOR GYP BD GYPSUM BOARD GYPSUM BOARD HGT HEIGHT HEIGHT HM HOLLOW METAL HOLLOW METAL I.G. INSULATED GLASS INSULATED GLASS IMLP INTERIOR METAL LINER PANEL INTERIOR METAL LINER PANEL IN INCH INCH INSUL INSULATION INSULATION MFR MANUFACTURER MANUFACTURER MISC MISCELLANEOUS MISCELLANEOUS MTL METAL METAL N.I.C. NOT IN CONTRACT NOT IN CONTRACT OPP OPPOSITE OPPOSITE PD PAPER TOWEL DISPENSER PAPER TOWEL DISPENSER PLWD PLYWOOD PLYWOOD PTD PAINTED PAINTED RB RUBBER BASE RUBBER BASE RMT RUBBER MOLDED TILE RUBBER MOLDED TILE SMHD SHELF, METAL, HEAVY DUTY SHELF, METAL, HEAVY DUTY SQ. FT. SQUARE FEET SQUARE FEET STL STEEL STEEL T.O. TOP OF TOP OF TYP TYPICAL TYPICAL UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD VERIFY IN FIELD WD WOODWOOD

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1. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY FIELD VERIFY ALL DIMENSIONS AND CONDITIONS. PROMPTLY NOTIFY THE CONTRACTING OFFICER OF ANY INCONSISTENCIES OR OTHER PROBLEMS IN WRITING IMMEDIATELY UPON DISCOVERY, AND BEFORE PROCEEDING WITH THE WORK. 2. DO NOT OBSTRUCT EXIT ACCESS AND EXIT DOORS, AND MAINTAIN DO NOT OBSTRUCT EXIT ACCESS AND EXIT DOORS, AND MAINTAIN ALL LIFE SAFETY SYSTEMS IN THEIR CURRENT STATE DURING CONSTRUCTION EXCEPT WHERE SPECIFICALLY NOTED IN FIRE PROTECTION DRAWINGS. INTERIOR RENOVATIONS IN THIS SCOPE OF WORK WILL NOT AFFECT EXISTING MEANS OF EGRESS AND WILL NOT INCREASE OCCUPANCY IN THE WORK AREA. 3. ALL INDICATIONS AND NOTATIONS ON THE DRAWINGS APPLYING TO ALL INDICATIONS AND NOTATIONS ON THE DRAWINGS APPLYING TO ONE AREA, COMPONENT OR CONDITION, SHALL APPLY TO ALL OTHER SIMILAR AREAS, COMPONENTS AND CONDITIONS, UNLESS CLEARLY INDICATED OTHERWISE. 4. TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE AND MAINTAIN TAKE ALL NECESSARY PRECAUTIONS TO PRESERVE AND MAINTAIN ALL EXISTING CONDITIONS TO ANY SURFACES WHICH WILL REMAIN EXPOSED IN THE FINISHED WORK. SURFACES DAMAGED BY DEMOLITION WORK SHALL BE PATCHED AS REQUIRED TO MATCH THE ADJACENT SURFACE. 5. PRIOR TO COMMENCEMENT OF DEMOLITION WORK, REVIEW PRIOR TO COMMENCEMENT OF DEMOLITION WORK, REVIEW MATERIALS INDICATED ON DEMOLITION DRAWINGS FOR REMOVAL WITH OWNER TO IDENTIFY ITEMS TO BE TURNED OVER TO THE OWNER FOR THE OWNER'S FUTURE USE. MATERIALS IDENTIFIED IN THE FIELD BY THE OWNER TO BE SALVAGED SHALL BE CAREFULLY REMOVED AND DELIVERED TO THE OWNER AT A LOCATION DIRECTED BY THE OWNER. 6. DIMENSIONS ARE TAKEN FROM FACE OF FINISHED CONSTRUCTION. DIMENSIONS ARE TAKEN FROM FACE OF FINISHED CONSTRUCTION. CLEAR DIMENSIONS ARE TO FINISHED FACE OF CONSTRUCTION AND SHALL TAKE PRECEDENCE OVER ANY OTHER DIMENSION. 7. ALL EXPOSED NEW AND EXISTING PIPES, CONDUITS, DUCTWORK, ALL EXPOSED NEW AND EXISTING PIPES, CONDUITS, DUCTWORK, STRUCTURES SHALL BE PAINTED UNLESS OTHERWISE NOTED. 8. SEE ROOM FINISH SCHEDULE ON A-601 FOR FINISHES. SEE ROOM FINISH SCHEDULE ON A-601 FOR FINISHES. 9. PROVIDE ALL BLOCKING AS REQUIRED FOR INSTALLATION OF PROVIDE ALL BLOCKING AS REQUIRED FOR INSTALLATION OF CASEWORK, EQUIPMENT, AND ALL IMPROVEMENTS.

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ADD'L FACILITY

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ADDRESS

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BLDG N0.

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SUBMISSION

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AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

AutoCAD SHX Text Public Buildings Service

AutoCAD SHX Text New England Region

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PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

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BID SET

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GS-01P-14-BW-D-0025

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EP-47PB0018F0022

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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ME0051BE

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COBURN GORE SEARCH BAY RENOVATION

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RENOVATION TO EAST GARAGE

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ARCH GEN NOTES, LEGEND & ABBREVIATIONS

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A-001-XX.DWG

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DONALD M. DYER No. 859

207.553.7753 colbycoengineering.com

08/01/18

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LATCH-SIDE APPROACHES - SWINGING DOOR

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NOTE: Y=48" MIN IF THE DOOR HAS A CLOSER.

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HINGE-SIDE APPROACHES - SWINGING DOOR

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NOTE: Y=48" MIN IF DOOR HAS BOTH A LATCH AND A CLOSER.

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NOTE: X=36" MIN IF Y=60": X=42" MIN IF Y=54".

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FRONT APPROACHES - SWINGING DOOR

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60" DIAMETER SPACE TURNING SPACE

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T-SHAPPED TURNING SPACE FOR 180 TURNS

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CLEAR FLOOR SPACE

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FOWARD APPROACH

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PARALLEL APPROACH

AutoCAD SHX Text NOTE: IF X>24", THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 6" SHALL BE PROVIDED AS SHOWN

AutoCAD SHX Text NOTE: IF X>15", THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 12" SHALL BE PROVIDED AS SHOWN

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HIGH FORWARD REACH LIMIT

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ADDITIONAL MANEUVERING CLEARANCES FOR ALCOVES

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CLEAR FLOOR SPACE IN ALCOVES

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ITEMS WITHIN DASHED LINES ARE WITHIN REACH

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MAXIMUM FORWARD REACH OVER AN OBSTRUCTION FORWARD REACH

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CLEAR DOORWAY AND DEPTH

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SCALE: NTS

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NOTE: SEE DRAWING A-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS.

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KEY PLAN

AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

AutoCAD SHX Text Public Buildings Service

AutoCAD SHX Text New England Region

AutoCAD SHX Text Arch D (24 X 36)

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PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

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BID SET

AutoCAD SHX Text 08/01/2018

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GS-01P-14-BW-D-0025

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EP-47PB0018F0022

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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COBURN GORE

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ME

AutoCAD SHX Text 04936

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ME0051BE

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COBURN GORE SEARCH BAY RENOVATION

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RENOVATION TO EAST GARAGE

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GIBSON H

AutoCAD SHX Text N1709915

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EAST GARAGE

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DOORWAY APPROACH CLEARANCES

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SCALE: NTS

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WHEELCHAIR ACCESSIBLE REQUIREMENTS

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TYPICAL ACCESSIBLE CLEARANCES

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XX

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A-002-XX.DWG

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BRAUN, B

AutoCAD SHX Text 08/01/2018

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BRAUN, B

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08/01/18

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AutoCAD SHX Text SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT - FOR OFFICIAL USE ONLY. Do not remove this notice. Properly destroy documents when no longer needed.

AutoCAD SHX Text U.S. General Services Administration

AutoCAD SHX Text Thomas P. O'Neill, Jr. Federal Building

AutoCAD SHX Text 10 Causeway Street

AutoCAD SHX Text Boston, MA 02222-1076

AutoCAD SHX Text Public Buildings Service

AutoCAD SHX Text New England Region

AutoCAD SHX Text Arch D (24 X 36)

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PROPERTY OF

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THE UNITED STATES GOVERNMENT

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FOR OFFICIAL USE ONLY

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BID SET

AutoCAD SHX Text 08/01/2018

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GS-01P-14-BW-D-0025

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EP-47PB0018F0022

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COLBY COMPANY ENGINEERING

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47A YORK ST.

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PORTLAND

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ME

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CHARLES N

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COBURN GORE, LPOE

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ARNOLD TRAIL

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COBURN GORE

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ME

AutoCAD SHX Text 04936

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ME0051BE

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COBURN GORE SEARCH BAY RENOVATION

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RENOVATION TO EAST GARAGE

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GIBSON H

AutoCAD SHX Text N1709915

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EAST GARAGE

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EAST GARAGE FLOOR PLAN

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

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PLAN

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NORTH

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DEMOLITION LEGEND:

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EXISTING TO REMAIN ITEMS TO BE REMOVED

AutoCAD SHX Text DEMOLITION NOTES: 1. SEE DRAWING A-001 FOR GENERAL NOTES, SEE DRAWING A-001 FOR GENERAL NOTES, LEGEND, AND ABBREVIATIONS. 2. SEE DRAWING A-002 FOR FOR TYPICAL SEE DRAWING A-002 FOR FOR TYPICAL ACCESSIBLE CLEARANCES. 3. SEE STRUCTURAL, MECHANICAL AND SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ADDITIONAL REMOVAL INFORMATION. 4. CONTRACTOR TO PROVIDE TEMPORARY CONTRACTOR TO PROVIDE TEMPORARY PARTITIONING AND EXIT AS REQUIRED TO MAINTAIN ALL EXIT ACCESS AND EXITING AS WELL AS WEATHER PROTECTION. AT NO TIME SHALL THE EXIT ACCESS, EXIT OR EXIT DISCHARGE BE COMPROMISED. THE PARTITIONING SHALL CONSIST OF 2X4 FRAMING WITH 1/2 INCH PLYWOOD ON BOTH SIDES. THE UNSECURED SIDE IS TO HAVE PLYWOOD NAILED EVERY 8 INCHES WITH 8D NAILS. WEATHER PROTECT AS REQUIRED. 5. CONTRACTOR TO COORDINATE ANY AND ALL CONTRACTOR TO COORDINATE ANY AND ALL DEMOLITION AND OTHER WORK WITH CBP AS TO NOT IMPACT CBP OPERATIONS ON SITE. 6. CONTRACTOR IS TO REMOVE AND REINSTALL CONTRACTOR IS TO REMOVE AND REINSTALL EXISTING ARCHITECTURAL SYSTEMS TO REMAIN IN AREAS ADJACENT TO THE NEW WORK AS NECESSARY. 7. CONTRACTOR TO VERIFY ALL EXISTING CONTRACTOR TO VERIFY ALL EXISTING DIMENSIONS IN THE EAST GARAGE ENCOMPASSING THE PROPOSED AREA OF NEW WORK AND TO REPORT ANY DISCREPANCIES TO GSA. 8. CONTRACTOR IS REQUIRED TO PROVIDE AN CONTRACTOR IS REQUIRED TO PROVIDE AN NFPA 241 PLAN AND FOLLOW REQUIREMENTS OF NFPA 241 AS REQUIRED BY PBS P-100 SECTION 7.3.1. 9. SEE EXTERIOR ELEVATIONS FOR ADDITIONAL SEE EXTERIOR ELEVATIONS FOR ADDITIONAL DEMOLITION INFORMATION NOT SHOWN IN PLAN.

AutoCAD SHX Text DEMOLITION KEYED NOTES: REMOVE EXISTING GARAGE DOOR, FRAME, HARDWARE AND ASSOCIATED EXTERIOR VINYL SIDING AND TRIM, AND PAVEMENT AS REQUIRED. REMOVE PORTION OF EXISTING GUTTER AND DOWNSPOUT; SEE AD-201. REMOVE PORTION OF WOOD FRAMING AND CONCRETE FOUNDATION. DO NOT REMOVE WALL FRAMING UNTIL TEMPORARY SHORING IS FULLY ERECTED. COORDINATE WITH STRUCTURAL DRAWINGS. REMOVE PORTION OF WALL IN PREPARATION FOR MECHANICAL LOUVERS. SEE MECHANICAL DRAWINGS. LOCATIONS FOR MECHANICAL PIPING. SEE MECHANICAL DRAWINGS.

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AD

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ARCHITECTURAL DEMOLITION FLOOR PLAN

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AD-101-01.DWG

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BRAUN, B

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BRAUN, B

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08/01/18

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ELEV 98'-6"

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ELEV 119'-6"

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ELEV 123'-9"

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ELEV 89'-0"

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ELEV 98'-6"

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ELEV 123'-9"

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