2-Drawings-NCCCC.pdf

PDF 808 KB Posted Jan 28, 2026

Attached to: Northern Columbia County & Cultural Center - Architectural Improvements
Solicitation number: Not on record
Issued by: Columbia County, Bethel CDP, Pennsylvania

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Written by GovTribe AI · Feb 3, 2026

Summary: Northern Columbia Community & Cultural Center Architectural Improvements

This is a set of architectural drawings prepared by Barry Isett & Associates, Inc. for the Columbia County Housing & Redevelopment Authority detailing proposed improvements to the Northern Columbia Community & Cultural Center located at 42 Community Drive, Benton, Pennsylvania 17814. The project consists of construction of new accessible automatic doors to the existing building, specifically addressing the removal and replacement of the main entrance doors, rear receiving door, and senior center entrance door. The work includes installation of new 3-foot and 6-foot door assemblies with ADA-compliant thresholds, frames, and hardware, along with new automatic swing door opener systems with wireless transmitter controls and push plates. Additionally, the scope requires installation of a new 20-amp electrical circuit for automatic door power, coordination of structural blocking for operator installation, and all necessary wall patching and finishing to match existing conditions. The bid submission deadline is 10:00 AM on Friday, February 13th, 2026, through the PennBid Program, with bidding documents available beginning January 28th, 2026. A pre-bid meeting is scheduled for 10:00 AM on Tuesday, February 3rd, 2026 at the project site. Questions may be submitted through PennBid until 2:00 PM on Friday, February 6th, 2026.

Bidders must submit sealed bids accompanied by a bid bond with corporate surety in the amount of 10 percent of the total bid amount, with the successful bidder required to furnish a Performance and Payment Bond equal to 100 percent of the contract value. Davis Bacon Wage Rates apply to this project. The contractor is responsible for all labor, materials, tools, oversight, and permits required to complete the work in accordance with the 2018 International Building Code and all applicable local, state, and federal codes and ordinances. All work must be coordinated with the building owner regarding working hours, dumpster locations, and loading areas. The contractor must verify existing field conditions and dimensions prior to fabrication or installation and submit three sets of shop drawings for professional review with a minimum two-week review period before commencing work. Immediately following the bid due date and time, bids will be opened online and referred to the Columbia County Housing & Redevelopment Authority for final award.

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Drawings

JOB:

1116024.000

DRAWN:

SCALE:

AS NOTED

DATE:

01/16/2026

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S H

ARCHITECTURAL IMPROVEMENTS

NORTHERN COLUMBIA COMMUNITY AND CULTURAL CENTER

42 COMMUNITY DRIVE

BENTON, PA 17814

PROJECT DESCRIPTION:

THIS PROJECT CONSISTS OF THE CONSTRUCTION OF NEW

ACCESSIBLE AUTOMATIC DOOR TO AN EXISTING BUILDING.

SITE MAP KEY MAP

Barry Isett & Associates, Inc.

Fox Ridge Professional Center

1170 Highway 315, Suite 3 Wilkes-Barre, PA 18702

570-285-8200 Contact: Corey McAndrew

AREAS OF WORK

LIST OF DRAWINGS

SHEET SHEET TITLE

CURRENT

REVISION

DATE

CURRENT

REVISION

CS COVER SHEET

GA0.0 EXISTING OVERALL PLAN

GA1.0 ENLARGED EXISTING / DEMOLITION PLAN

GA2.0 ENLARGED FLOOR PLAN

GA3.0 SCHEDULES, NOTES, AND DETAILS

APPLICABLE CODES GENERAL NOTES

GENERAL NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS UNLESS NOTED OTHER WISE TO COMPLETE THE WORK.

2. ALL WORK WILL BE SUBJECT TO THE APPROVAL OF THE BUILDING OWNER AND PRIME DESIGN PROFESSIONAL.

3. ALL WORK IS TO BE COORDINATED WITH THE BUILDING OWNER, INCLUDING WORKING HOURS, DUMPSTER LOCATIONS, LOADING AREAS, ETC.

4. ALL WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF THE "2018 INTERNATIONAL BUILDING CODE"

5. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES.

6. MECHANICAL AND ELECTRICAL SYSTEMS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES AND ORDINANCES.

7. CONTRACTOR SHALL BE COMPLETELY FAMILIARIZED WITH ALL CONTRACT DOCUMENTS. BY SUBMITTING A COST PROPOSAL TO COMPLETE THE WORK, THE CONTRACTOR REPRESENTS THAT THEY HAVE VISITED THE SITE AND ARE FAMILIAR WITH THE

CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED.

8. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES SHALL BE REPEATED.

9. JOBSITE SAFETY AND CONSTRUCTION PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REVIEW OF THE CONSTRUCTION BY THE DESIGN PROFESSIONAL IS FOR GENERAL CONFORMANCE WITH DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S PROVISIONS FOR JOBSITE SAFETY. LACK OF COMMENT ON THE PART OF THE DESIGN PROFESSIONAL WITH REGARD TO JOBSITE SAFETY IS NOT TO BE INTERPRETED AS APPROVAL OF JOBSITE SAFETY PRACTICES.

10. THE CONTRACTOR SHALL COORDINATE OPENINGS, SLEEVES, CONCRETE HOUSEKEEPING PADS, INSERTS, AND DEPRESSIONS SHOWN ON THE PRIME PROFESSIONAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION DRAWINGS.

11. ALL COSTS OF INVESTIGATION AND/OR REDESIGN DUE TO CONTRACTOR IMPROPER INSTALLATION OF ELEMENTS OR OTHER ITEMS NOT IN CONFORMANCE WITH THE CONTRACT DOCUMENTS SHALL BE AT THE CONTRACTOR'S EXPENSE.

12. ALL DRAWINGS SHALL BE USED IN CONJUNCTION WITH EACH OTHER. IF THERE IS A DISCREPANCY BETWEEN DRAWINGS AND SPECIFICATIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PRIME PROFESSIONAL PRIOR TO PERFORMING THE WORK.

IN THE CASE OF A CONFLICT, THE MORE STRINGENT IN COST OR QUALITY SHALL APPLY.

13. THE CONTRACTOR SHALL VERIFY ALL EXISTING BUILDING INFORMATION SHOWN (DIMENSIONS, EXISTING CONDITIONS, ELEVATIONS, ETC.) AND NOTIFY THE PRIME PROFESSIONAL OF ANY DISCREPANCIES PRIOR TO FABRICATION OR INSTALLATION OF ANY COMPONENTS. FAILURE TO NOTIFY PRIME PROFESSIONAL OF UNSATISFACTORY CONDITIONS CONSTITUTES ACCEPTANCE OF UNSATISFACTORY CONDITIONS.

14. IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL NOTIFY THE PRIME PROFESSIONAL IMMEDIATELY AND PROVIDE A SKETCH OF THE CONDITION WITH THE PROPOSED MODIFICATION OF THE DETAILS SHOWN ON THE CONTRACT DOCUMENTS. DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND MODIFICATION IS APPROVED BY THE PRIME PROFESSIONAL.

15. SHOP DRAWINGS FOR ALL MATERIALS ARE TO BE SUBMITTED TO THE PRIME DESIGN PROFESSIONAL FOR REVIEW PRIOR TO THE START OF FABRICATION OR COMMENCEMENT OF WORK. REVIEW PERIOD SHALL BE A MINIMUM OF TWO (2) WEEKS.

16. REPRODUCTION OF ANY PORTION OF THE CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.

17. SHOP DRAWINGS SUBMITTED FOR REVIEW SHALL CONSIST OF THREE (3) SETS OF PRINTS. ONLY ONE (1) MARKED UP SET WITH THE COMMENTS WILL BE RETURNED TO THE CONTRACTOR.

18. SHOP DRAWINGS SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL CONSTRUCTION CRITERIA, MATERIALS, AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR

COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS.

19. THE DRAWINGS HAVE BEEN PRODUCED ENTIRELY ON A CADD SYSTEM. ANY OTHER LETTERING, LINES OR SYMBOLS, OTHER THAN PROFESSIONAL STAMPS AND SIGNATURES, HAVE BEEN MADE WITHOUT THE AUTHORIZATION OF BIA AND ARE NOT VALID.

20. ALL MATERIALS SHALL BE STORED TO PROTECT THEM FROM EXPOSURE TO THE ELEMENTS, IN ACCORDANCE WITH MANUFACTURERS WRITTEN INSTRUCTIONS.

21. DEBRIS, WASTE OR OTHER UNUSED CONSTRUCTION MATERIALS SHALL NOT BE PERMITTED TO ACCUMULATE. EACH TRADE IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THEIR RESPECTIVE DEBRIS. LOCATION OF DUMPSTERS IS TO BE APPROVED BY

THE BUILDING OWNER.

22. UPON COMPLETION OF THE WORK, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR LEAVING THE SITE IN "BROOM-CLEAN" CONDITION.

23. GENERAL CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL FINISHES TO REMAIN, INCLUDING COMMON CORRIDORS, LOBBIES, STAIRS, LANDSCAPING, ELEVATOR CABS, ETC.

24. GENERAL CONTRACTOR SHALL PROVIDE AN ESTIMATED CONSTRUCTION WORK SCHEDULE. SCHEDULE SHALL BE UPDATED AS REQUIRED DUE TO CHANGES IN THE PROGRESS OF WORK AND UPON THE REQUEST OF THE BUILDING OWNER AND/OR PRIME DESIGN

PROFESSIONAL.

25. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE THE FOLLOWING SANITARY FACILITIES: TEMPORARY TOILETS, WASH FACILITIES, AND DRINKING WATER FOR USE OF CONSTRUCTION PERSONNEL. COMPLY WITH AUTHORITIES HAVING JURISDICTION FOR TYPE, NUMBER, LOCATION, OPERATION, AND MAINTENANCE OF FIXTURES AND FACILITIES.

26. CONTRACTOR SHALL BE RESPONSIBLE TO SECURE ALL PERMITS REQUIRED BY AUTHORITIES HAVING JURISDICTION.

THIS PROJECT IS DESIGNED AND SHALL BE BUILT TO COMPLY

WITH THE FOLLOWING CODES LISTED BELOW:

INTERNATIONAL BUILDING CODE 2018

CHAPTER 11 & APPENDIX E 2018

INTERNATIONAL EXISTING BUILDING CODE 2018

INTERNATIONAL MECHANICAL CODE 2018

INTERNATIONAL PLUMBING CODE 2018

NATIONAL FIRE PREVENTION CODE 2016/2017/2018

NATIONAL ELECTRIC CODE 2017

ICC / ANSI A 117.1-7 2017

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH

ALL APPLICABLE CODES OF THE AUTHORITY HAVING JURISDICTION

AND MUST NOTIFY THE PROJECT ENGINEER OF ANY

DISCREPANCIES INDICATED BY THESE DOCUMENTS FOUND PRIOR

TO OR DURING CONSTRUCTION. NOTIFICATION MUST BE GIVEN TO

THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION.

A.F.F. Above Finish Floor BCX Bottom Chord Extension B.O.F. Bottom of Footing B.S. Brick Shelf Elevation (plans) B.S. Both Sides (sections) CANT. Cantilever CJ Control Joints CL Center Line CMU Concrete Masonry Units CONT. Continuous DIA. Diameter DBA Deformed Bar Anchor E.E. Each End E.F. Each Face E.S. Each Side E.W. Each Way EXIST Existing F.F. Finish Floor F.S. Flat Strap GA Gage GALV Galvanized HORIZ Horizontal HSS Hollow Structural Section L Angle

ABBREVIATION LIST

LG Long LLH Long Leg Horizontal LLV Long Leg Vertical LSH Long Side Horizontal LSV Long Side Vertical N.T.S. Not To Scale o.c. On Center PL Plate REINF. Reinforcing REM. To Remain S.F. Step Footing STIFF PL Stiffener Plate T.B.R. To Be Removed T&B Top and Bottom T.F. Top of Footing T.O.S. Top of Steel T.O.W. Top of Wall T.P. Top of Pier TYP Typical U.N.O. Unless Noted Otherwise VERT. Vertical V.I.F. Verify In Field WWF Welded Wire Fabric XE Extended End - Type R

S 3R

AutoCAD SHX Text FILENAME: \\biaces.com\Work\Projects\2024\1116024.000_Northen_Columbia_Comm_and_Cultral_Center\WORK_PRODUCT\STRUC\2.0_Revit_Dwg\1116024000_Northern-Columbia-CC_GA.dwg - January 16, 2026 7:09 AM

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

VESTIBULE

GYM

SENIOR CENTER

JOB:

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SCALE:

AS NOTED

DATE:

01/16/2026

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GA0.0EXISTING OVERALL PLAN

SCALE: 1/8"=1'-0"

AutoCAD SHX Text

GA1.0

AutoCAD SHX Text

GA1.0

AutoCAD SHX Text

GA2.0

AutoCAD SHX Text

GA2.0

AutoCAD SHX Text

GA2.0

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

AutoCAD SHX Text

GA0.0

GYM

SENIOR CENTER

DEMOLITION KEYED NOTES

MARK NOTE

EXIST DOOR, THRESHOLD, AND FRAME (T.B.R.). PATCH AND REPAIR EXISTING

WALL AS NEEDED. PAINT TO MATCH EXISTING.

JOB:

1116024.000

DRAWN:

SCALE:

AS NOTED

DATE:

01/16/2026

P MGR:

APPRD:

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GA1.0

SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0"

NOTES:

DENOTES ITEMS TO BE REMOVED

(T.B.R.) DENOTES ITEMS TO BE REMOVED

(T.B.R.R.) DENOTES ITEMS TO BE REMOVED AND REPLACED.

(REM.) DENOTES ITEMS TO REMAIN.

(REP.) DENOTES ITEMS TO BE REPLACED.

(REL.) DENOTES ITEMES TO BE RELOCATED.

NOTES:

DENOTES ITEMS TO BE REMOVED

(T.B.R.) DENOTES ITEMS TO BE REMOVED

(T.B.R.R.) DENOTES ITEMS TO BE REMOVED AND REPLACED.

(REM.) DENOTES ITEMS TO REMAIN.

(REP.) DENOTES ITEMS TO BE REPLACED.

(REL.) DENOTES ITEMES TO BE RELOCATED.

DEMOLITION NOTES:

DEMOLITION PLANS & KEYNOTES ARE FOR THE CONTRACTOR'S CONVENIENCE

ONLY. THE CONTRACTOR SHALL REMOVE ALL MATERIALS THAT ARE NOT REQUIRED

IN THE FINISH WORK. ALL PATCH MATERIALS SHALL MATCH EXISTING TYPE, PLANE,

& FINISH UNLESS OTHERWISE NOTED.

CONTRACTOR SHALL REPAIR WALLS & FLOORS TO MATCH EXISTING MATERIALS

WHERE OTHER MATERIALS ARE REMOVED. I.E. INTERSECTIONS OF WALLS, FLOORS,

ETC. IF CONDITIONS ARE EXPOSED IN THE FINAL WORK.

ALL USEABLE EXISTING REMOVED CONSTRUCTION SHALL BE RETURNED TO THE

OWNER. OWNER SHALL DETERMINE USEABLE CONSTRUCTION.

ALL UNUSABLE REMOVED CONSTRUCTION SHALL BE REMOVED FROM THE SITE.

IN ACCORDANCE TO STATE LAW, THE CONTRACTOR SHALL BE REQUIRED TO CALL

PA ONE-CALL FOR UTILITY MARK-OUT IN ADVANCE OF ANY UTILITY EXCAVATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGAGING A THIRD-PARTY UTILITY

LOCATION TO IDENTIFY ALL PRIVATE UTILITIES.

SENIOR CENTER

ENLARGE ENTRANCE PLAN

REAR RECEIVING / GYM

ENLARGED ENTRANCE PLAN

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

AutoCAD SHX Text

GA1.0

AutoCAD SHX Text

GA1.0

CLEAR FLOOR

SPACE (TYP)

SURFACE

MOUNTC

VESTIBULE

NEW

AUTOMATIC ADA

ACCESS DOOR

SURFACE

MOUNTB

NEW AUTOMATIC ADA

ACCESS DOOR

CONTROLLER ON

BOLLARD

SURFACE

MOUNT B

GYM

A SURFACE

MOUNT

SURFACE

MOUNT B

SENIOR CENTER

EXIST WALL FRAMING

(REM.) ASSUMED TO BE

2x6 WOOD STUD

FRAMING (V.I.F.)

EXIST EXTERIOR

CEILING (REM.)

DOOR CONTROLLER DETAIL

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

DOOR CONTROLLER DETAIL

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

EXISTING STEEL

TRIM (REM.)

EXIST DOOR FRAME

STAINLESS STEEL

(REM.)

EXIST STEEL

FRAMED, GLASS

DOOR (REM.)

AUTOMATIC SWING DOOR

OPENER PROVIDER TO

EVALUATE EXISTING DOOR

AND PROVIDE SURFACE

MOUNTED STIFFENER PLATE

AS NEEDED.

OPERATOR ARM

HEADER BOX AND

OPERATOR ATTACHED

TO STEEL DOOR FRAME

AND STUD FRAMING

SHIM GAP BETWEEN

OPERATOR BOX AND

WALL AS NEEDED.

EXIST ACT

CEILING (REM.)

EXIST PLASTER/GY.

BD. (REM.)

INSTALL DOUBLE 2x8 BLOCKING IN

EACH STUD CAVITY FOR LENGTH

OF DOOR OPERATOR / HEADER

FOR ATTACHMENT OF OPERATOR

REMOVE AND REPLACE

WALL FINISH AS NEEDED

TO INSTALL BLOCKING

REMOVE AND REINSTALL

CEILING GRID AND TILES

AS NEEDED TO INSTALL

BLOCKING

NOTE:

SEE BASE BID DETAIL FOR

TYPICAL NOTES ASSOCIATED WITH

AUTOMATIC SWING DOOR OPENER

CONTRACTOR TO PROVIDE

BLOCKING, AS REQUIRED, FOR

INSTALLATION. REFER TO

MANUFACTURERS WRITTEN

INSTALLATION INSTRUCTIONS.

PROPOSED KEYED NOTES

MARK NOTE

INSTALL NEW 3'-0" DOOR, THRESHOLD, AND FRAME. PATCH AND REPAIR

EXISTING WALL AS NEEDED. PAINT TO MATCH EXISTING. SEE SCHEDULE ON

GA3.0.

INSTALL NEW 6'-0" DOUBLE DOOR, THRESHOLD, AND FRAME. PATCH AND

REPAIR EXISTING WALL AS NEEDED. PATCH BACK / REPAIR HEAD FRAMING

AFTER NEW FRAME INSTALL. PAINT TO MATCH EXISTING. SEE SCHEDULE ON

GA3.0.

JOB:

1116024.000

DRAWN:

SCALE:

AS NOTED

DATE:

01/16/2026

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GA2.0

SCALE: 1/4"=1'-0"

ENLARGED ENTRANCE PLAN

SCALE: 1/4"=1'-0"

NOTE:

PROVIDE NEW 20A 1 POLE CIRCUIT FOR

AUTOMATIC DOOR POWER IN EXISTING

SERVICE CLOSET WITH 2#12, 1#12G, IN 3/4"

CONDUIT. PULL WIRE TO ABOVE CEILING

AND DOWN WALL TO OPERATOR

LOCATION, COORDINATE EXACT LOCATION

WITH INSTALLER. COORDINATE ALL

WIRING REQUIREMENTS.

ENTRANCE KEYED NOTES

MARK NOTE

DASHED LINE INDICATES OVERHEAD WALL / FRAME MOUNTED STANLEY ACCESS

TECHNOLOGIES, M-FORCE AUTOMATIC SWING DOOR OPENER. COORD WITH GENERAL

DETAILS ON THE DRAWING AND STANLEY SPECIFIC INSTALLATION INSTRUCTIONS FOR A

FULL AND COMPLETE INSTALLATION. COORDINATE WITH E.C. FOR POWER DELIVERY TO

OPERATOR. OPERATOR WILL BE USING WIRELESS TRANSMITTER.

BEA, 4.5 INCH ROUND PUSH PLATES. CONNECTED TO BEA'S LINE OF WIRELESS

TRANSMITTERS. 10PBR451. INTERIOR SURFACE MOUNTED BOX AT 34" MIN - 48" MAX TO

CENTERLINE OR TOP OF BUTTON. PATCH AND REPAIR EXISTING WALL AS NEEDED. PAINT

TO MATCH EXISTING.

BEA, 1.5 INCH PUSH PLATES. CONNECTED TO BEA'S LINE OF WIRELESS TRANSMITTERS.

10PBJ1. INTERIOR SURFACE MOUNTED BOX 34" MIN - 48" MAX TO CENTERLINE OR TOP

OF BUTTON. PATCH AND REPAIR EXISTING WALL AS NEEDED. PAINT TO MATCH EXISTING.

BEA BOLLARD, 4.5 INCH PUSH PLATES. CONNECTED TO BEA'S LINE OF WIRELESS

TRANSMITTERS. 10BOLLARDSLLV AND 10PBS451. COORDINATE EXACT BOLLARD

PLACEMENT WITH STANLEY VENDOR. THIS BUTTON SHOULD ONLY OPEN THE RIGHT

LEAF / DOOR AFTER HOURS.

SENIOR CENTER

ENLARGE ENTRANCE PLAN

REAR RECEIVING / GYM

ENLARGED ENTRANCE PLAN

AutoCAD SHX Text CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

AutoCAD SHX Text

GA2.0

AutoCAD SHX Text

GA2.0

AutoCAD SHX Text

GA2.0

1/ 4"

T O

SCALE: 3/4" = 1'-0"

Accessible Threshold

TYPE 1

TYPE 2

DOOR TYPES

FRAME TYPE

SEE

SCHEDULE

SEE

SCHEDULE

SEE

SCHEDULE

2" 2"

TYPE 2

SEE

SCHEDULE

2" 2"

A: 16 GAUGE, INSULATED

DOOR, MIN U=0.70

B: 18 GAUGE, METAL

DOOR,

HONEY COMB

C: WOOD, BONDED CORE

GRADE A FACE VENEER

A: 16 GAUGE, INSULATED

DOOR, MIN U=0.70

B: 18 GAUGE, METAL

DOOR,

HONEY COMB

C: WOOD, BONDED CORE

GRADE A FACE VENEER

A: 14 GAUGE, HOLLOW

METAL FRAME WELDED

B: 16 GAUGE, HOLLOW

METAL FRAME KNOCK

DOWN

C: 16 GAUGE, HOLLOW

METAL FRAME WELDED

D: 14 GAUGE, HOLLOW

METAL FRAM, KNOCK

DOWN

A: 14 GAUGE, HOLLOW

METAL FRAME WELDED

B: 16 GAUGE, HOLLOW

METAL FRAME KNOCK

DOWN

C: 16 GAUGE, HOLLOW

METAL FRAME WELDED

SCALE: 3/4" = 1'-0"

Door and Frame Details

CAULK JAMB

B.S.

METAL PANEL

DOUBLE STUD

ATTACH FRAME TO

PARTITION USING

MANUFACTURER

RECOMMENDED

FASTENERJAMB A

5/8" GYP BD

SCALE: 3/4" = 1'-0"

Jamb Details

Hardware Set

Hinges

Lockset

Dead Bolt

Panic Device

Flush Bolt

Strike

Closer

Threshold

Weatherstripping

Silencers

Wall Bumper

Floor Stop

Card Reader

Kick Plate

Push / Pull

H-1

LS-1

PD-1

FB-1

C-1

TH-1

WS-1

FS-1

KP-1

H-1

LS-1

PD-1

S-1

KP-1

C-1 CLOSER: LCN 4010 SUPER SMOOTHEE SURFACE MOUNTED DOOR CLOSER

FS-1 FLOOR STOP: ROCKWOOD 461 KICK DOWN DOOR STOP, SATIN CHROMIUM FINISH 626

H-1 HINGES: MCKINNEY 5 KNUCKLE, TWO BALL BUTT HINGE, NON-REMOVEABLE PIN

KP-1 KICK PLATE: ROCKWOOD K1062 HEAVY DUTY, 12"X34", US32, PUSH SIDE OF DOOR

LS-1 LOCKSET: STANLEY BEST 93K7L15CSTK626, LEVER TYPE, PRIVACY FUNCTION, GRADE 1

PD-1 PANIC DEVICE: DORMA 8300 RIM MOUNTED PANIC DEVICE w/ 8HR03 EXTERIOR TRIM

S-1 SILENCERS: ROCKWOOD 608 DOOR SILENCERS

TH-1 THRESHOLD: PEMKO 273x292AFGPK ADA COMPLIANT, THERMAL BARRIER THRESHOLD

WS-1 WEATHERSTRIPPING: PEMKO 301AV VINYL WEATHERSTRIPPING

FB-1 FLUSH BOLT: ROCKWOOD 550 LEVER EXTENSION FLUSH BOLT, TOP AND BOTTOM, SATIN CHROMIUM FINISH 626

C-1

TH-1

WS-1

S-1

FS-1

JOB:

1116024.000

DRAWN:

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DATE:

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S, A N

D D

GA3.0

Door and Frame Schedule

No.

Door Data

Fire Rating

Frame Data

RemarksType Material Finish Glass Size

Type Material Finish Details

Width Height Thickness Jamb

101 2 HM - - 6'-0" 7'-0" 1 3/4" - 1A HM - A

102 1 HM - - 3'-0" 7'-0" 1 3/4" - 1C HM - A PAINT TO MATCH EXISTING.

PAINT TO MATCH EXISTING.

HDW

Set

CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS FOR THE ENTIRE PROJECT BEFORE PROCEEDING WITH THE WORK.

Sheets and Views

1116024000_Northern-Columbia-CC_GA-CS

1116024000_Northern-Columbia-CC_GA-GA0.0

1116024000_Northern-Columbia-CC_GA-GA1.0

1116024000_Northern-Columbia-CC_GA-GA2.0

1116024000_Northern-Columbia-CC_GA-GA3.0

File details come from the government source that posted it. Updated Feb 3, 2026.