2-Drawings.pdf

PDF 2 MB Posted Feb 11, 2026

Attached to: Orangeville Manor - General Upgrades
Solicitation number: Not on record
Issued by: Columbia County, Pennsylvania

About this file

Written by GovTribe AI · Feb 11, 2026

This is a set of architectural and structural drawings for building upgrades at Orangeville Manor, a property located at 210 Mill Street, Orangeville, PA 17859, prepared by Barry Isett & Associates, Inc. The project, identified as Job 1120724.000, consists of two primary components: the replacement of an existing access sidewalk, steps, and stairs to address damaged material and improve accessibility, and the construction of a new accessible automatic door to an existing building. The drawings, issued for bid on February 11, 2026, include a cover sheet, existing overall plan, enlarged exit plans for front and rear entrances, schedules, notes, and details, as well as foundation plans and specifications. Key project elements include the demolition of existing concrete landings, railings, entrance canopy, stairs, and associated foundations; the installation of new concrete landing and ramp systems with maximum slopes of 1:12 for the ramp and specifications for stair risers ranging from 4 to 7 inches; and the installation of a new hollow metal automatic swing door with sidelite glass. The contractor is required to verify all existing conditions and dimensions prior to commencing work, coordinate with the building owner regarding working hours and site logistics, and comply with the 2018 International Building Code and all applicable local, state, and federal codes. A pre-bid meeting is scheduled for February 17, 2026, at 10:00 AM on site, with sealed bids due February 27, 2026, at 10:00 AM through the PennBid Program.

The project is subject to Davis Bacon wage rates and requires bidders to submit a 10 percent bid bond and a 100 percent performance and payment bond. The contractor bears full responsibility for jobsite safety, construction sequencing, temporary bracing and shoring, and protection of existing finishes and structures. All shop drawings for structural elements, automatic door operators, stairs, railings, and concrete reinforcement must be submitted for engineer review prior to fabrication or installation, with a minimum two-week review period. The design of delegated elements, including metal stairs and railings, requires submission of sealed and stamped drawings and calculations from the contractor's registered engineer. Foundation design is based on a soil bearing capacity of 2,000 psf, and concrete mixes must meet specific exposure classifications and compressive strength requirements. Material and equipment specifications are detailed throughout the drawings, including requirements for non-shrink grout, reinforcing steel, welded wire fabric, and non-slip stair nosing. The contractor is responsible for obtaining all required permits, providing temporary sanitary facilities, securing the site, and coordinating with utility location services prior to excavation.

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Drawings

JOB:

1120724.000

DRAWN:

SCALE:

AS NOTED

DATE:

02/11/2026

P MGR:

APPRD:

CHK

DSGN:

G U

O R

, P A

N S

SHEET:

Is su ed fo r B id

BUILDING UPGRADES

ORANGEVILLE MANOR

210 MILL STREET

ORANGEVILLE, PA 17859

PROJECT DESCRIPTION:

THIS PROJECT CONSISTS OF:

1. THE REPLACEMENT OF THE EXISTING ACCESS

SIDEWALK, STEP AND STAIRS TO REPLACE DAMAGED

MATERIAL AND INCREASE ACCESSIBILITY.

2. 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

AREA 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 EXIT PLANS

GA3.0 SCHEDULES, NOTES, AND DETAILS

S1.0 FOUNDATION PLAN, NOTES, AND DETAILS

S2.0 FOUNDATION NOTES, SCHEDULES 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

ALTERATION - LEVEL 2

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

C O

S H

AutoCAD SHX Text FILENAME: \\biaces.com\Work\Projects\2024\1120724.000_Orangeville_Manor\WORK_PRODUCT\STRUC\2.0_Revit-Dwg\1120724000_Orangeville-Manor_GA.dwg - February 10, 2026 8:09 AM

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

VESTIBULE

JOB:

1120724.000

DRAWN:

SCALE:

AS NOTED

DATE:

02/11/2026

P MGR:

APPRD:

CHK

DSGN:

G U

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SHEET:

Is su ed fo r B id

G O

GA0.0

EXISTING OVERALL PLAN

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

AutoCAD SHX Text

GA1.0

AutoCAD SHX Text

GA2.0

AutoCAD SHX Text

GA1.0

AutoCAD SHX Text

GA2.0

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text FILENAME: \\biaces.com\Work\Projects\2024\1120724.000_Orangeville_Manor\WORK_PRODUCT\STRUC\2.0_Revit-Dwg\1120724000_Orangeville-Manor_GA.dwg - February 10, 2026 8:09 AM

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

AutoCAD SHX Text

GA0.0

'-3

0'-

101'-4"+/-

107'-0"+/-

-7

EXIST CONC

PAD TO REMAIN

EXIST CONC PAD

TO REMAIN

EXIST CONC PAD

AND HEATING FUEL

TANK TO REMAIN

VESTIBULE

F.F.: 100'-0"

99'-0 1/2"+/- 99'-7 1/2"+/-

JOB:

1120724.000

DRAWN:

SCALE:

AS NOTED

DATE:

02/11/2026

P MGR:

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GA1.0

ENLARGED FRONT EXIT PLAN

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.

ENLARGED REAR EXIT PLAN

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.

DEMOLITION KEYED NOTES

MARK NOTE

EXIST DOOR, THRESHOLD, AND FRAME (T.B.R.). REMOVE ALL ANCHORS, NAILS,

SCREWS AND PREPARE OPENING FOR NEW DOOR FRAME

EXIST CONCRETE LANDING, RAILING, AND ENTRANCE CANOPY (T.B.R.). PATCH

AND REPAIR EXISTING AS NEEDED.

EXIST PLANTERS AND STONE EDGING TO BE REMOVED IN THEIR ENTIRETY.

REMOVE EXIST WOOD SIGN AND TURN OVER TO OWNER. REMOVE

ASSOCIATED WOOD POSTS AND FOUNDATIONS IN THEIR ENTIRETY.

REMOVE EXIST FLAG POLE, ASSOCIATED POST AND FOUNDATION IN THEIR

ENTIRETY.

EXISTING ASPHALT TO BE SAW CUT ARE REMOVED AS REQUIRED TO INSTALL

NEW LANDING, RAMP AND STAIR UNIT. COORDINATE EXTENT WITH NEW PLAN

AND ACCOUNT FOR WORKING SPACE FOR NEW FOOTINGS AND FOUNDATIONS.

NOTE: SAW CUT AREA SHALL BE STRAIGHT CUTS WITH 90 DEGREE CORNERS

TO PROVIDE A CLEAN TRANSITION POINT FROM ASPHALT PATCH TO EXISTING

ASPHALT.

FIELD CONDITION: IT MAYBE NECESSARY TO REMOVE EXISTING STONE SILL

FROM DOOR OPENING BASED ON EXISTING CONDITIONS AFTER DEMOLITION.

IF THIS SILL IS LOOSE IN ANY MANOR IT MUST BE REMOVE AND AREA

PREPARED FOR NEW CONCRETE INFILL.

EXIST STAIRS, LANDINGS, AND RAILING TO BE REMOVED IN THEIR ENTIRETY.

EXIST FOOTINGS, PIERS, AND PADS TO BE REMOVED IN THEIR ENTIRETY.

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.

D3D3

D6D6

AutoCAD SHX Text FILENAME: \\biaces.com\Work\Projects\2024\1120724.000_Orangeville_Manor\WORK_PRODUCT\STRUC\2.0_Revit-Dwg\1120724000_Orangeville-Manor_GA.dwg - February 10, 2026 8:09 AM

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

4' -9

T R

1' -1

1" 5'

-0

1' -2

6'-9 1/2"

1'-0"

11 TREADS @ 11" =10'-1" 4'-9 1/2"

LANDING

4'-0"

4'-9 1/2"

4' -0

4' -9

5'-0"

LANDING

1' -0

VESTIBULE

'-3

100' 0"+/-

' 0

VESTIBULE

SURFACE

MOUNT BA

CLEAR FLOOR

SPACE (TYP)

F.F.: 100'-0"

9'-0"

LANDING SEE NOTE E

11'-6"+/-

RAMP - SEE NOTE D

SLOPE 1:12 MAX

5' -1

MIN 5' DIA CLEAR

FLOOR SPACE

SEE TYPICAL

NEW-TO-EXISTING

SLAB DETAIL

' 0

CONTRACTOR TO

SHAPE CONCRETE

EDGE TO MATCH

EXIST PAVEMENT

99' 0 1/2"+/-

' 0

5'-11"

LANDING SEE NOTE F

11" 5'-0"

5' -0

"3' -6

100' 0"

(1) TREAD @ 11"

(2) RISERS @ 5-3/4" +/-

SEE NOTE E

DASHED LINE

INDICATES

APPROXIMATE

LOCATION OF NEW TO

EXISTING ASPHALT

JOINT - SEE NOTE G

1'-3"

DOOR HEADER / OPERATOR DETAIL

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

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

CONTRACTOR TO PROVIDE

BLOCKING, AS REQUIRED, FOR

INSTALLATION. REFER TO

MANUFACTURERS WRITTEN

INSTALLATION INSTRUCTIONS.

EXTENDED OPERATOR

ARM MAYBE NEEDED DUE

TO JAMB DEPTH-

CONFIRM WITH FIELD

CONDITIONS

PATCH EXTERIOR FINISH

ON FACE OF WALL AND

JAMB BACK TO NEW FRAME

AS NEEDED

NEW HOLLOW METAL

FRAME - FLUSH WITH

EXTERIOR SURFACE

EXIST WALL

CONSTRUCTION

CONT. BACKER ROD AND

SEALANT AROUND

PERIMETER OF FRAME,

BOTH SIDES

PATCH INTERIOR GYPSUM

BOARD ON INTERIOR FACE

OF WALL AND JAMB BACK TO

DOOR FRAME. FINISH EDGE

OF GYP. BD WITH J-TRIM

TYPE 1

DOOR TYPES

FRAME TYPE

SEE

SCHEDULE

7' -0

" R .O

.I.

5'-4" R.O.2" 2"

A: 18 GAUGE, INSULATED

DOOR, MIN U=0.37

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 FARM, KNOCK

DOWN

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

Door and Frame Details

1" INSULATED LOW E w/

ARGON CLEAR,

TEMPERED GLASS

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

Jamb Detail

1/ 2"

PATCH EXTERIOR STUCCO

FINISH ON FACE OF WALL

AND JAMB BACK TO NEW

FRAME AS NEEDED

NEW HOLLOW METAL

FRAME - FLUSH WITH

EXTERIOR SURFACE

CONT. BACKER ROD AND

SEALANT AROUND

PERIMETER OF FRAME,

BOTH SIDES

PATCH INTERIOR GYPSUM

BOARD ON INTERIOR FACE

OF WALL AND JAMB BACK TO

DOOR FRAME. FINISH EDGE

OF GYP. BD WITH J-TRIM

EXIST WALL

CONSTRUCTION

JOB:

1120724.000

DRAWN:

SCALE:

AS NOTED

DATE:

02/11/2026

P MGR:

APPRD:

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DSGN:

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R G

GA2.0

ENLARGED FRONT EXIT PLAN

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

ENLARGED REAR EXIT PLAN

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

PROPOSED DOOR KEYED NOTES

MARK NOTE

- NEW HOLLOW METAL DOOR AND SIDELITE FRAME SIZED TO EXISTING ROUGH

OPENING. V.I.F. EXACT DIMENSIONS.

- AFTER DEMOLITION, INSPECT EXISTING JAMB FRAMING. NEW 2x WOOD JAMB

BLOCKING MAY BE REQUIRED DUE TO ROT OR DAMAGE AFTER DEMOLITION.

SOLID OPENING FRAMING MUST BE PROVIDED TO ANCHOR NEW FRAME.

- HOLLOW METAL FRAME TO BE INSTALLED TO FACE OF ROUGH OPENING

BLOCKING. SHIM AS REQUIRED. PROVIDE APPROPRIATE FRAME ANCHORS- (4)

ANCHORS PER JAMB VERTICALLY. PROVIDE BACKER ROD AND SEALANT

AROUND PERIMETER OF FRAME BOTH SIDES.

- COORDINATE WITH AUTOMATIC DOOR OPENER PROVIDER FOR NECESSARY

WIRING FOR POWER AND ACTUATORS.

- SIDELITE GLASS TO BE 1" THICK INSULATED, LOW E WITH ARGON, CLEAR

TEMPERED GLASS.

- HOLLOW METAL FRAME AND DOOR TO BE FACTORY PRIMED AND FIELD

PAINTED TWO COATS. COLOR SELECTED BY OWNER.

- SET FRAME 1/2" +/- IN FROM OUTSIDE FACE OF WALL.

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 WITH

MANUFACTURER.

ENTRANCE KEYED NOTES

MARK NOTE

DASHED LINE INDICATES OVERHEAD WALL MOUNTED STANLEY ACCESS TECHNOLOGIES,

M-FORCE AUTOMATIC SWING DOOR OPENER. COORD WITH GENERAL DETAILS ON THE

DRAWING, FIELD CONDITIONS AND STANLEY SPECIFIC INSTALLATION INSTRUCTIONS

FOR A FULL AND COMPLETE INSTALLATION. COORDINATE WITH E.C. FOR POWER

DELIVERY TO OPERATOR. OPERATORS WILL BE USING WIRELESS TRANSMITTER.

NOTE: EXTENDED OPERATOR ARM MAYBE NEEDED DUE TO JAMB DEPTH - CONFIRM

WITH FIELD CONDITIONS

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

TRANSMITTERS. 10PBR451. INTERIOR SURFACE MOUNTED BOX. REMOVE AND REPLACE

INTERIOR WALL FINISH AS NEEDED TO INSTALL BLOCKING FOR ACTUATOR BOX.

PATCH INTERIOR WALL SURFACES ALL AS REQUIRED AFTER INSTALLATION OF

BLOCKING, PROVING A SMOOTH SPACKLED TRANSITION FROM NEW TO EXISTING

SURFACES. PRIME ALL NEW MATERIAL. PAINT WITH TWO FINISH COATS ALL WALL

AREAS AFFECTED BY THIS SCOPE OF WORK FULL HEIGHT AND TO THE NEAREST BREAK

IN THE WALL OR CORNER.

LANDING AND RAMP TO BE 4" CONCRETE SLAB WITH WWF REINFORCING. LANDING TO

BE FLAT WITH MAXIMUM CROSS SLOPE AWAY FROM THE BUILDING OF 1:48, RAMP TO BE

MAXIMUM SLOPE OF 1:12 AND MAXIMUM CROSS SLOPE AWAY FROM THE BUILDING OF

1:48.

- CONTRACTOR TO PROVIDE TRANSIT SURVEYED ELEVATION VERIFICATION TO CONFIRM

RAMP LENGTH OF 11'-6" TO MAINTAIN MAXIMUM SLOPE OF 1:12. NOTE: BOTTOM LANDING

SURFACE TO BE FLUSH WITH ADJACENT ASPHALT.

- LANDING AND RAMP SURFACE TO HAVE TOOLED EDGES AND BROOM FINISH RUNNING

PERPENDICULAR TO THE BUILDING WALL.

- JOINT AT BUILDING TO BE 1/2" COMPRESSIBLE FILLER WITH EXTERIOR CAULKING AT

TOP.

STAIR RISERS AND TREADS TO BE CONCRETE FORMED AND REINFORCED.

- PITCH 1:48 MAXIMUM FOR DRAINAGE

- BROOM FINISH

- PROVIDE ECOGLO S2-N30 NON-SLIP CAST IN PLACE STAIR NOSING S2150 - YELLOW

(BASIS OF DESIGN)

- CONTRACTOR TO PROVIDE TRANSIT SURVEYED ELEVATION VERIFICATION TO CONFIRM

TOTAL RISE OF 11-1/2". MIN-MAX RISER HEIGHTS ARE 4" TO 7".

- JOINT AT BUILDING TO BE 1/2" COMPRESSIBLE FILLER WITH EXTERIOR CAULKING AT

TOP.

RAMP BOTTOM LANDING TO BE 4" CONCRETE SLAB WITH WWF REINFORCING. LANDING

TO HAVE MAXIMUM CROSS SLOPE IN EACH DIRECTION OF 1:48.

-CONTRACTOR TO PROVIDE TRANSIT SURVEYED ELEVATION VERIFICATION TO CONFIRM

EXISTING SLOPES AND ELEVATIONS. NOTE: BOTTOM LANDING SURFACE TO BE FLUSH

WITH ADJACENT ASPHALT.

- NEW LANDING SURFACE TO HAVE TOOLED EDGES AND BROOM FINISH RUNNING

PERPENDICULAR TO THE BUILDING WALL.

- JOINT AT BUILDING TO BE 1/2" COMPRESSIBLE FILLER WITH EXTERIOR CAULKING AT

TOP.

PATCH AROUND NEW LANDINGS, STAIR AND RAMP WITH FULL DEPTH ASPHALT. PROVIDE

LEVEL TRANSITION FROM NEW TO EXISTING- SEAL THIS JOINT

Door and Frame Schedule

No.

Door Data

Fire Rating

Frame Data

RemarksType Material Finish Glass Size

Type Material Finish Details

Width Height Thickness Jamb

100 1 HM PAINT 1" INSUL 3'-0" 7'-0" (V.I.F.) 1 3/4" - 1C HM PAINT A -

NEW STAIR KEYED NOTES

MARK NOTE

STAIR LANDING TO BE ANCHORED TO BUILDING WALL WITH CONTINUOUS C12x20.5

CHANNEL

LANDING SUPPORT POST TO BE 4x4x1/2" TUBE STEEL. SEE TYPICAL SONOTUBE DETAIL.

POSTS TO BE PRIMED AND PAINTED.

CHANNEL STRINGERS TO BE SUPPORTED ON TURN DOWN STRUCTURAL SLAB. BASE

PLATE OR BOLTED CONNECTION TO SLAB IS ACCEPTABLE.

4" THICK SLAB ON GRADE LANDING WITH WWF REINFORCING WITH INTEGRAL TURN

DOWN FOUNDATION FOR STAIR. SLOPE SLAB 1:48 FROM STAIR AND PROVIDE TOOLED

EDGES BROOMED FINISH. TOP OF SLAB TO BE 1" HIGHER THAN SURROUND GRADE.

NEW TOP SOIL AND SEEDING TO BE FLUSH WITH TOP OF SLAB AND SLOPE AWAY TO

PROVIDE POSITIVE DRAINAGE FROM PAD

ENTIRE AREA TO RECEIVE 4" OF NEW TOP SOIL AND SEEDING UPON COMPLETION OF

ALL CONSTRUCTION. TOP SOIL THICKNESS ALONG BUILDING TO BE SLIGHTLY HIGHER

TO PROMOTE POSITIVE SURFACE DRAINAGE AWAY FROM BUILDING.

NEW STAIR NOTES

GENERAL NOTE: CONTRACTOR TO PROVIDE TRANSIT SURVEYED ELEVATION

VERIFICATION TO CONFIRM TOTAL RISE FROM EXISTING SECOND FLOOR

ELEVATION DOWN TO PROPOSED GRADE LANDING PAD. NOTE: TOP OF BOTTOM

LANDING PAD TO BE 1" ABOVE EXISTING GRADE. RISER HEIGHTS MAY NEED TO BE

ADJUSTED SLIGHTLY BASED ON FIELD VERIFICATION.

GENERAL NOTE: STAIR LAYOUT PROVIDED AS A GENERAL GUIDE TO MEET DESIGN

AND IBC CODE REQUIREMENTS. FINAL STAIR DETAILING, MEMBER SIZING,

CONNECTIONS TO BE A DELEGATED DESIGN TO A STAIR FABRICATOR. THIS

SUB-CONTRACTOR TO PROVIDE SIGNED AND SEALED SHOP DRAWING IF

REQUIRED BY THE AUTHORITY HAVING JURISDICTION.

GENERAL NOTE: GENERAL DESIGN STANDARDS: TREADS AND LANDINGS TO BE

OPEN SERRATED MIN. 1" THICK, STEEL PLATE RISERS, C-CHANNEL FRAMING,

GUARD AND HANDRAILS TO BE 1-1/2" DIAMETER STEEL. ALL STEEL, INCLUDING

SUPPORT POSTS, TO BE PRIMED AND FINISHES WITH TWO COATS OF PAINT.

12 RISERS @ 6 5/8"+/-

AutoCAD SHX Text FILENAME: \\biaces.com\Work\Projects\2024\1120724.000_Orangeville_Manor\WORK_PRODUCT\STRUC\2.0_Revit-Dwg\1120724000_Orangeville-Manor_GA.dwg - February 10, 2026 8:09 AM

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

SEE NOTE #4

NOTE: REFER TO PENNDOT DETAIL RC-67M, (LATEST EDITION)

ASPHALT

PAVEMENT

SURFACE. SEE

RESTORATION

DETAIL, IF

REQUIRED

JOINT SEAL

MATERIAL

C H

NOTES:

1. CLASS A CONCRETE

2. MAXIMUM WATER CEMENT RATIO 0.45

3. 6% AIR ENTRAINMENT, ± 1.5%

4. CONCRETE WALK SHALL HAVE A 2% MAX.

CROSS SLOPE, UNLESS NOTED OTHERWISE.

5. TOOL ALL EDGES.

6. MATCH EXISTING SIDEWALK FINISH.

CONCRETE SIDEWALK DETAIL

SCALE: N.T.S.

6" 2B STONE

SUBBASE

COMPACTED

SUBGRADE

4" CONC

SEE PLAN FOR WIDTH

CONSTRUCTION JOINT

NOTE: CONTRACTOR'S

OPTION

FOR TYPE OF JOINT

TYPICAL CRACK CONTROL JOINTS

T T

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

PREMOLDED

KEYED JOINT

SAWED CONTROL JOINT

1'-6"1'-6"

TOOL OR SAW CUT - 1/3 DEPTH

(SAW WITHIN 24 HRS.

OF PLACING CONCRETE)

STOP REINFORCING

6" FROM JOINT

NEW

CONCRETE

SLAB

~8"Ø x 18" LONG SMOOTH DOWELS @ 24" o.c. EPOXY

INTO EXISTING SLAB AND

GREASE INTO NEW

CONCRETE POUR

TYPICAL NEW-TO-EXISTING

SLAB DETAIL (U.N.O.)

NOTE: DOWELS ARE NOT REQUIRED IF BOTH SLABS

BEAR 4" (MIN.) ON A FOUNDATION WALL

~0" Ø HOLE

SCALE: N.T.S.

EXIST.

CONCRETE

SLAB

SAWCUT EXISTING SLAB

PROVIDE BONDING AGENT

(SIKADUR 32, HI-MOD OR

APPROVED EQUAL) TO BOND

OLD CONCRETE TO NEW

0'-9"

RAILING ALONG RAMP EDGE

4'-0" 1'-0"

MIN

1:12

MAX SLOPE

NOTES:

1. LANDING REQUIRED WHEN RAMP REACHES 30" HIGH.

2. SEE PLAN FOR RAMP WIDTH.

3. THE CLEAR WIDTH OF A RAMP BETWEEN HANDRAILS SHALL BE 36" MINIMUM.

LANDING

5'-0" MIN

NOT REQ'D

IF RETURN

TO WALL

1 1/2" O.D.

NOMINAL PIPE

SIZE

TYPICAL RAMP HANDRAIL DETAIL

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

4" M

NEW FRONT EXIT RAMP

TYPICAL STAIR HANDRAIL DETAIL

SCALE: N.T.S.

3~8"3~

7" M

1 1/2" O.D. NOMINAL

PIPE SIZE

1'-0"

MIN

11" MIN11" MIN*

NOTE:

*11" MIN OR HORIZONTAL DISTANCE

EQUAL TO ONE TREAD DEPTH

BEYOND BOTTOM TREAD NOSING

6"∅ SPHERE SHALL

NOT PASS

NEW FRONT EXIT STAIR AND RAMP

HANDRAIL EMBEDMENT DETAIL

SCALE: 3"=1'-0"

NOTES:

1. POSTS SHALL BE LOCATED 3 1/2" CLEAR FROM

EDGE OF SLAB. REFER TO TYPICAL STAIR

HANDRAIL DETAIL.

1 1/2" O.D. NOMINAL PIPE

SIZE HANDRAIL POST

NON-SHRINK

GROUT POCKET

EDGE OF CONCRETE

1/ 4"

3 1/2"

" M

5'-0"

1' -9

1 1/2" O.D.

NOMINAL PIPE

SIZE (TYP)

21"Ø SPHERE SHALL

NOT PASS BETWEEN

BARS

GUARDRAIL DETAIL

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

NEW FRONT EXIT STAIR AND RAMP

6"∅ SPHERE SHALL

NOT PASS

4"∅ SPHERE SHALL

NOT PASS

BETWEEN BARS

NOTE:

*11" MIN OR HORIZONTAL DISTANCE

EQUAL TO ONE TREAD DEPTH BEYOND

BOTTOM TREAD NOSING

ELEVATION

SECTION

1'-0"

MIN.

1/2"

2' -1

0"3' -6

7" M

11" 11"

" M

1 1/2"

1 1/4" - 2"

3 1/2"

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

TYPICAL STAIR GUARDRAIL w/ HANDRAIL DETAIL

NEW REAR EXIT STAIR

1 1/2" O.D.

NOMINAL

PIPE SIZE

SEE PLAN FOR

HANDRAIL

LOCATION

REQUIREMENTS

1/2"

5'-0"

3' -6

1 1/2"

1-1/4" - 2"

4"∅ SPHERE SHALL

NOT PASS

BETWEEN BARS

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

TYPICAL GUARD DETAIL w/ HANDRAIL

NEW REAR EXIT STAIR

JOB:

1120724.000

DRAWN:

SCALE:

AS NOTED

DATE:

02/11/2026

P MGR:

APPRD:

CHK

DSGN:

G U

O R

, P A

N S

SHEET:

Is su ed fo r B id

S, N O

S, A N

D D

GA3.0

AutoCAD SHX Text FILENAME: \\biaces.com\Work\Projects\2024\1120724.000_Orangeville_Manor\WORK_PRODUCT\STRUC\2.0_Revit-Dwg\1120724000_Orangeville-Manor_GA.dwg - February 10, 2026 8:09 AM

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

AutoCAD SHX Text

6" TOPSOIL, FURNISHED AND PLACED

AutoCAD SHX Text

SEED AREA AND APPLY STRAW MULCH

AutoCAD SHX Text

LAWN RESTORATION N.T.S.

AutoCAD SHX Text

UNCOMPACTED SUBGRADE

AutoCAD SHX Text NOTES: 1. REFER TO SEEDING SCHEDULE FOR INFORMATION. REFER TO SEEDING SCHEDULE FOR INFORMATION. 2. BENEATH TREES, PROVIDE A 3 FT DIAMETER AREA OF DOUBLE SHREDDED BENEATH TREES, PROVIDE A 3 FT DIAMETER AREA OF DOUBLE SHREDDED HARDWOOD MULCH, 4 INCH DEPTH. CONFIRM MULCH COLOR WITH OWNER.

AutoCAD SHX Text

AUGUST 15 - OCTOBER 15

AutoCAD SHX Text

SEEDING DATES: MARCH 15 - MAY 15

AutoCAD SHX Text

(AUGUST 16 TO NOVEMBER 1)

AutoCAD SHX Text

(MARCH 15 TO JUNE 15)

AutoCAD SHX Text

ANNUAL RYEGRASS

AutoCAD SHX Text ANNUAL RYEGRASS or

AutoCAD SHX Text %%uSPECIES

AutoCAD SHX Text

SPRING OATS

AutoCAD SHX Text

WINTER RYE

AutoCAD SHX Text %%uPERMANENT COVER FOR STABILIZATION

AutoCAD SHX Text

AT 1,000 LB PER ACRE.

AutoCAD SHX Text

PERMANENT: ALL DISTURBED AREAS TO BE PREPARED AND SEEDED

AutoCAD SHX Text

OF AGRICULTURAL LIMESTONE AND 10-20-20 FERTILIZER

AutoCAD SHX Text

TESTS ARE NOT AVAILABLE, APPLY SIX TONS PER ACRE

AutoCAD SHX Text

TEST) INTO THE TOP 6" OF TOPSOIL. IF SOIL

AutoCAD SHX Text

SITE PREPARATION: INCORPORATE LIME AND FERTILIZER (RATE BASED ON SOIL

AutoCAD SHX Text

RATE FOLLOWING FINAL GRADING:

AutoCAD SHX Text %%uSEASON

AutoCAD SHX Text

SUMMER

AutoCAD SHX Text

SPRING

AutoCAD SHX Text

FALL

AutoCAD SHX Text

(JUNE 16 TO AUGUST 15)

AutoCAD SHX Text %%uRATE (LB./ACRE)

AutoCAD SHX Text

AutoCAD SHX Text %%uTEMPORARY COVER FOR EROSION CONTROL

AutoCAD SHX Text %%uSEEDING SCHEDULE

AutoCAD SHX Text

WITH THE FOLLOWING SPECIES AT THE NOTED SEEDING

AutoCAD SHX Text ANNUAL RYEGRASS or

AutoCAD SHX Text

TALL FESCUE

AutoCAD SHX Text

WINTER RYE

AutoCAD SHX Text

FINE FESCUE

AutoCAD SHX Text

%%USUGGESTED VARIETIES

AutoCAD SHX Text

ARCOOSTOOK OR BALBO TYPE

AutoCAD SHX Text

RELIANT II, SR3100, DISCOVERY, OSPREY

AutoCAD SHX Text Houndog V, Montauk, Marksman, and Apache II

AutoCAD SHX Text TURF-TYPE PERENNIAL RYEGRASS (LOLIUM PERENNE) and

AutoCAD SHX Text KENTUCKY BLUEGRASS (POA PRATENSIS) and

AutoCAD SHX Text %%uSEED SPECIES BY SITE

AutoCAD SHX Text FINE (RED or CHEWING) FESCUE (FESTUCA RUBA RUBA/COMMUTATA)

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text 1.5

AutoCAD SHX Text

%%URATE (LB./1000 SF)

AutoCAD SHX Text

LAWNS

AutoCAD SHX Text

KENTUCKY BLUEGRASS

AutoCAD SHX Text

SR 2109, NORTH STAR, BLACKSBURG, BRILLIANT

AutoCAD SHX Text

* ALL SEED TO BE MIN. 98% PURE LIVE SEED.

AutoCAD SHX Text INITIAL PROTECTION: APPLY TEMPORARY SEEDING WHEN PERMANENT SEEDING IS DELAYED OR OUT OF PLANTING SEASON.

AutoCAD SHX Text MULCHING: APPLY THREE TONS PER ACRE OF STRAW TO ACHIEVE A LOOSE LAYER 3/4-1" DEEP. USE JUTE MATTING RATHER THAN STRAW ON STEEP SLOPES. APPLY CELLULOSE FIBER TACKIFIER OVER STRAW MULCH AT A RATE OF 800-1000 LBS. PER ACRE. HYDROMULCHING IS ACCEPTABLE WHEN BLOWING OF STRAW IS A CONCERN.

AutoCAD SHX Text SPECIFICATION: THE FOLLOWING SPECIFICATION SHALL BE USED FOR THIS PROJECT UNLESS OTHERWISE NOTED. Penn State College of Agriculture Sciences, EROSION CONTROL AND CONSERVATION PLANTINGS ON NONCROPLAND by Peter Landschoot, 1997 or as revised.

AutoCAD SHX Text METHOD: APPLY SEED USING DRILL FITTED WITH A DEPTH BAND AND PACKER WHEEL. PLANT GRASS SEEDS AT 0.25 TO 0.5 INCHES DEEP. WHEAT, RYE AND OATS MAYBE PLANTED 1 TO 1.5 INCHES DEEP. BROADCAST SEEDING PERMITTED WITH IMMEDIATE MULCH COVER. HYDROSEEDING OF PERMANENT SEEDING IS NOT PERMITTED.

AutoCAD SHX Text

METHOD: APPLY SEED USING SURFACE BROADCASTING OR HYDROSEEDING.

AutoCAD SHX Text BEFORE PLACING TOPSOIL, PREPARE SUBGRADE TO A DEPTH 6" BELOW FINAL GRADE. SCARIFY SUBGRADE WITH DEEP TINE PLOW. SCREEN TOPSOIL AND UNIFORMLY BLEND IN 20-25% BY VOLUME LEAF MOULD OR PROCESSED MUSHROOM SUBSTRATE. SPREAD AMENDED/SCREENED TOPSOIL OVER SUBGRADE TO OBTAIN FINISHED GRADE. COMPACT SURFACE TO 80-85% COMPACTION. DO NOT OVER COMPACT.

AutoCAD SHX Text

AT 500 LB PER ACRE.

AutoCAD SHX Text

OF AGRICULTURAL LIMESTONE AND 10-10-10 FERTILIZER

AutoCAD SHX Text

TESTS ARE NOT AVAILABLE, APPLY ONE TON PER ACRE

AutoCAD SHX Text

TEST) INTO THE TOP 4-6" OF TOPSOIL. IF SOIL

AutoCAD SHX Text

SITE PREPARATION: INCORPORATE LIME AND FERTILIZER (RATE BASED ON SOIL

AutoCAD SHX Text SIDEWALK NOTES: : 1. ALL SIDEWALK ARE TO BE CONCRETE CONSTRUCTION, UNLESS ALL SIDEWALK ARE TO BE CONCRETE CONSTRUCTION, UNLESS OTHERWISE INDICATED. 2. CONTRACTION JOINTS SHALL BE UNIFORMLY SPACED AT 5 FOOT CONTRACTION JOINTS SHALL BE UNIFORMLY SPACED AT 5 FOOT INTERVALS, APPROXIMATELY " WIDE, AND AT LEAST 1 INCH DEEP. 18" WIDE, AND AT LEAST 1 INCH DEEP. 3. PLACE " PREMOLDED, EXPANSION JOINT MATERIAL FOR THE FULL PLACE " PREMOLDED, EXPANSION JOINT MATERIAL FOR THE FULL 12" PREMOLDED, EXPANSION JOINT MATERIAL FOR THE FULL DEPTH OF THE SIDEWALK, OPPOSITE EXPANSION JOINTS IN ADJACENT CURB, BETWEEN THE SIDEWALK AND THE CURB, AND BETWEEN THE SIDEWALK AND RIGID STRUCTURES. PLACE ONE EXPANSION JOINT FOR EVERY 20 FEET OF SIDEWALK. 4. SEAL JOINTS IN ACCORDANCE WITH THE RELEVANT SECTION OF SEAL JOINTS IN ACCORDANCE WITH THE RELEVANT SECTION OF PENNDOT PUBLICATION 408, AS LAST REVISED. 5. SIDEWALKS SHALL RECEIVE A STANDARD BROOM FINISH. SIDEWALKS SHALL RECEIVE A STANDARD BROOM FINISH. 6. SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.00%, UNLESS SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2.00%, UNLESS EXISTING CONDITIONS DICTATE OTHERWISE OR APPROVED BY THE ENGINEER. 7. CONTRACTION JOINTS SHALL BE A 3/8" WIDE SAWCUT.CONTRACTION JOINTS SHALL BE A 3/8" WIDE SAWCUT.

AutoCAD SHX Text

EXISTING PAVEMENT

AutoCAD SHX Text

PROPOSED PAVEMENT

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

REMOVE BIT. PAVING

AutoCAD SHX Text

SAWCUT EXISTING PAVEMENT

AutoCAD SHX Text

6" WIDE CLBM-1 PAVEMENT SEAL

PAVEMENT SAWCUT SECTION N.T.S.

VESTIBULE

'-3

FROST WALL SEE

"TYPICAL FROST WALL

DETAIL"

16" SONOTUBE (TYP)

- SEE "TYPICAL

SONOTUBE DETAIL"

FROST WALL SEE

"TYPICAL STAIR

STRINGER ATTACHMENT

TO SLAB ON GRADE"

100' 0"+/-

VESTIBULE

#4 @ 12" o.c.

#4 NOSING

BAR (TYP)

Typical Section Thru Concrete Stairs Typical Slab to Wall Connections

#4 @ 12" o.c.

TYPICAL

FROST

WALL

#4 @ 12" o.c.

BOTH SIDES

(3) #5

1' -0

2'-6"

1" CLR

ALL SIDES

9" 1'-0" 9"

H . D

W G

-6 " M

SEE ARCH. DWGS.

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

VERTICAL

BARS

CONCRETE

WALL

BENT

BARS

CONCRETE

SLAB ON

GRADE

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

NOTES:

CONTINUOUS BARS SHALL HAVE 3" MINIMUM COVER

ON ALL SIDES.

BENT BARS SHALL BE THE SAME SIZE AND SPACING

AS FOUNDATION WALL VERTICAL REINFORCING.

BENT

BARS (B)

CONT.

BARS

WIDTH

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

Wall Footing Schedule at Concrete Foundation Walls

W10-6

NOTES:

ALL REINFORCING BARS SHALL HAVE 2" MINIMUM COVER ON ALL SIDES. 8" WALLS

SHALL HAVE ONLY ONE LAYER OF REINFORCING CENTERED IN THE WALL

BENT BARS SHALL BE THE SAME SIZE AND SPACING AS FOUNDATION WALL

VERTICAL REINFORCING.

FOR WALL WITH SHELF - 'Z' BARS SIZE AND SPACING SHALL MATCH (V) BARS.

FOR WALLS BACKING VENEER INSTALL DOVETAIL SLOTS @ 24" o.c. HORIZONTALLY AND METAL TIES @ 16" o.c. VERTICALLY

COORDINATE SHELF LOCATIONS AND ELEVATIONS WITH ARCHITECTURAL

DRAWINGS

BENT

BARS (B)

VERT.

BARS (V)

HORIZ.

BARS (H)

WIDTH DOWELS @ MASONRY

WALLS - SIZE AND

SPACING TO MATCH

MASONRY WALL VERTICAL

REINFORCING

'Z' BARS

VERT.

BARS (V)

HORIZ.

BARS (H)

WALL AT SHELF

'X' 'Y'

'X' - WIDTH OF CONC. STEM

'Y' - WIDTH OF CONC. BRICK SHELF

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

Concrete Foundation Wall Schedule

JOB:

1120724.000

DRAWN:

SCALE:

AS NOTED

DATE:

02/11/2026

P MGR:

APPRD:

CHK

DSGN:

G U

O R

, P A

N S

SHEET:

Is su ed fo r B id

N D

N P

, N O

S, A N

D D

S1.0

ENLARGED REAR EXIT FOUNDATION PLAN

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

ENLARGED FRONT EXIT FOUNDATION PLAN

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

Schedule - Wall Footing

MARK DEPTH WIDTH REINFORCING

WF1230 1'-0" 2'-6" (3) #5 CONT.

Schedule - Concrete Foundation Wall

MARK WIDTH REINFORCING

W8 8" #4 @ 12" o.c. (V) #4 @ 12" o.c. (H)

Foundation Wall Size Marker W**

Foundation Wall Footing Size Marker WF****

Foundation Symbol Legend

WF1230

CONTROL JOINT NOTE:

SLAB-ON-GRADE CONTROL JOINT SPACING AND LOCATIONS SHALL BE

COORDINATED WITH ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS. A PLAN LAYOUT SHALL BE SUBMITTED TO THE

ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION.

Floor Schedule - Foundation Plan

TYPE

SLAB

REINFORCING FINISH FLOOR

5" Concrete 44-W4.0xW4.0 SEE GA PLANS

NOTES:

1. SEE CHART BELOW FOR FINISH FLOOR ELEVATION AND SLAB CONSTRUCTION

NOTES:

1. SEE CHART BELOW FOR FINISH FLOOR ELEVATION AND SLAB CONSTRUCTION

Floor Schedule - Foundation Plan

TYPE

SLAB

REINFORCING FINISH FLOOR

5" Concrete 44-W4.0xW4.0 SEE GA PLANS

AutoCAD SHX Text A

AutoCAD SHX Text S1.0

AutoCAD SHX Text B

AutoCAD SHX Text S1.0

AutoCAD SHX Text FILENAME: \\biaces.com\work\Projects\2024\1120724.000_Orangeville_Manor\WORK_PRODUCT\STRUC\2.0_Revit-Dwg\1120724000_Orangeville-Manor_GA.dwg - February 10, 2026 3:53 PM

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

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text

AutoCAD SHX Text S1.0

AutoCAD SHX Text A

AutoCAD SHX Text S1.0

AutoCAD SHX Text B

AutoCAD SHX Text S1.0

AutoCAD SHX Text B

S1.0

(2) #5

3' -6

1'-0"

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

Typical Frost Wall

NEW TOPSOIL

SLOPED AWAY FROM

LANDING SLAB

WRAP MESH

AROUND #4

NOSING BAR

6" WELL

COMPACTED

STONE BASE

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

Typical Sonotube Detail

6" 4'

-0

4x4x1/2" STEEL POST -

BY DELEGATED

DESIGN ENGINEER

BASE PLATE AND

ANCHOR RODS BY

DELEGATED DESIGN

ENGINEER

16" DIA CONC

SONOTUBE POST

FOUNDATION

(6) #5 VERT BARS EQ

SPACED AROUND

PERIMETER w/ 3" MIN

COVERAGE AND #4

TIES @ 12" o.c. VERT

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

Typical Stair Stringer Attachment to Slab on Grade

STAIR STRINGER

(SEE ARCH. DWGS)

CONCRETE SLAB

ON GRADE

1/4 0 1'-0"

CLIP L3x3x1/4 x 4" LONG w/ 1/2" DIA.

EXP. BOLTS

SEE TYPICAL

FROST WALL

DETAIL

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

FOUNDATIONS AND BACKFILL

SOIL BEARING CAPACITY OF 2,000 PSF WAS UTILIZED IN THE DESIGN OF THE

FOUNDATION SYSTEM.

SLAB ON GRADE DESIGN BASED ON MODULUS OF SUBGRADE REACTION OF

PCI.

PLACE EXTERIOR FOOTINGS AND FROST WALLS EXPOSED TO WEATHER AT LEAST

42" BELOW THE ADJACENT OUTSIDE FINISHED GRADE TO PROTECT FROM FROST

DAMAGE.

THE OWNER SHALL ENGAGE THE SERVICES OF A REGISTERED PROFESSIONAL

GEOTECHNICAL ENGINEER TO MONITOR AND INSPECT ALL EARTH WORK AND TO

PERFORM THE SPECIAL INSPECTIONS REQUIRED BY THE SCHEDULE OF SPECIAL

INSPECTIONS. THE GEOTECHNICAL ENGINEER SHALL SUPERVISE THE PLACING OF

THE COMPACTED FILL AND ALL THE MATERIALS AND EQUIPMENT USED FOR THIS

PURPOSE. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, BY SEAL AND

SIGNATURE, THAT THE EARTH-WORK IS IN ACCORDANCE WITH THE GEOTECHNICAL

REPORT, PLANS AND SPECIFICATIONS.

THE SUB-FLOOR MATERIALS SHALL CONSIST OF AT LEAST FOUR TO SIX INCHES OF

GRAVEL OR CRUSHED STONE. THE SUB-FLOOR MATERIALS SHALL BE COMPACTED

BY AT LEAST FOUR COVERAGES OF A HEAVY-DUTY VIBRATORY ROLLER OR UNTIL

NO FURTHER COMPACTION IS OBSERVED. SEE THE DRAWINGS AND

SPECIFICATIONS FOR THE VAPOR BARRIER SIZE, TYPE AND LOCATION.

PRIOR TO CONCRETE PLACEMENT THE FOUNDATION BOTTOM SHALL BE

COMPACTED USING A WALK BEHIND VIBRATORY ROLLER OR GAS-POWERED

TAMPER.

IF SOIL OF THE BEARING CAPACITY NOTED ABOVE IS NOT ENCOUNTERED AT THE

ELEVATIONS SHOWN ON PLAN, UNSUITABLE SOILS SHALL BE REMOVED AND

REPLACED WITH STRUCTURAL FILL IN ACCORDANCE WITH THE GEOTECHNICAL

ENGINEER'S DIRECTION.

IF BEDROCK IS ENCOUNTERED AT OR ABOVE FOUNDATION SUBGRADE ELEVATION,

THE BEDROCK SURFACE SHALL BE OVER EXCAVATED A MINIMUM OF SIX INCHES

AND BACKFILLED WITH CRUSHED STONE TO THE SUBGRADE ELEVATION.

THE GEOTECHNICAL ENGINEER SHALL APPROVE SAMPLES OF ALL CONTRACTOR

PROPOSED COMPACTED FILL MATERIAL. IMPORTED STRUCTURAL FILL SHALL BE

FREE OF ORGANIC MATTER, ASH, CINDERS AND DEMOLITION DEBRIS.

CONTROL OF MOISTURE FOR PLACING FILL WILL BE BASED ON THE RESULTS OF

ASTM D-1557 MODIFIED PROCTOR TESTS.

ALL COMPACTED FILL SHALL HAVE A DENSITY OF AT LEAST 98% OF MAXIMUM DRY

DENSITY AS DETERMINED BY THE ASTM D-1557 MODIFIED PROCTOR TEST. PLACING

OF FILL WITH MOISTURE CONTENT OUTSIDE THE LIMITS FOR PROPER COMPACTION

SHALL NOT BE PERMITTED.

THE EXISTING SUBGRADE IN ALL FILL AND CUT AREAS SHALL BE COMPACTED TO A

FIRM, STABLE CONDITION AS DETERMINED BY THE GEOTECHNICAL ENGINEER,

PRIOR TO PLACEMENT OF FILLS AND EXCAVATION FOR FOOTINGS.

FILL MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 8" IN THICKNESS

AND SHALL BE MIXED, SPREAD, AND PLACED IN SUCH A WAY AS TO PRODUCE A

UNIFORM THICKNESS OF MATERIAL AFTER PLACING.

EACH LAYER OF FILL MATERIAL SHALL BE COMPACTED ON ALL PORTIONS OF THE

SURFACE OF EACH LIFT OF FILL BY RUBBER TIRE ROLLERS, SHEEP'S FOOT

ROLLERS, VIBRATORY ROLLERS, ETC. AS NECESSARY TO ATTAIN THE MAXIMUM DRY

DENSITY NOTED ABOVE AND AS APPROVED BY THE GEOTECHNICAL ENGINEER.

WHENEVER IN PLACE DENSITIES ARE FOUND TO BE BELOW LIMITS ACCEPTABLE TO

THE GEOTECHNICAL ENGINEER, ADDITIONAL ROLLING TO PRODUCE THE SPECIFIED

DENSITIES SHALL BE REQUIRED.

PLACING OF FILL WHEN FREE WATER IS STANDING ON THE EXISTING SURFACE

SHALL NOT BE PERMITTED.

PLACING OF FILL IN A FROZEN CONDITION OR ON TOP OF FROZEN MATERIAL SHALL

NOT BE PERMITTED.

SUBGRADE SUITABILITY SHALL BE VERIFIED BY GEOTECHNICAL ENGINEER WITHIN

24 HOURS PRIOR TO PLACING CONCRETE FOUNDATIONS AND CONCRETE SLABS ON

GRADE TO CONFIRM THAT NO DETERIORATION HAS OCCURRED SUBSEQUENT TO

TESTING PERFORMED AT TIME OF FILL PLACEMENT. UNSUITABLE CONDITIONS

SHALL BE CORRECTED PER GEOTECHNICAL ENGINEER'S RECOMMENDATION.

EXCAVATIONS SHOULD BE BACKFILLED OR HAVE CONCRETE PLACED AS SOON AS

POSSIBLE DURING CONSTRUCTION TO MINIMIZE ADVERSE AFFECTS TO SUBGRADE

CONDITIONS. GRADING DEPRESSIONS SHOULD BE AVOIDED.

WATER SHALL BE PREVENTED FROM ENTERING OPEN EXCAVATIONS. ANY

ACCUMULATED WATER SHALL BE REMOVED AS SOON AS POSSIBLE. IT IS

RECOMMENDED THAT CONCRETE BE PLACED THE SAME DAY THE EXCAVATION IS

MADE.

THE CONTRACTOR SHALL PROVIDE FOR DEWATERING AS REQUIRED DURING

EXCAVATION AND CONSTRUCTION.

CONCRETE MIX DESIGN CRITERIA

FOOTINGS AND

FOUNDATION WALLS

EXPOSURE

CLASS

F1,S0,W0,C1

MAX. w/c

RATIO

0.55 c

3,500

AIR

CONTENT

CEMENT

TYPE

I or II

F3,S0,W0,C2 0.40

REBAR LAP SPLICE LENGTHS

BAR LOCATION

VERT. & HORIZ. WALL BARS

FOOTING TOP BARS

FOOTING BOTTOM BARS

BAR SIZE

#3 ld ls ldh

20" 25" 8"

15" 19" 8"

#4 ld ls ldh

25" 33" 10"

19" 25" 10"

#5 ld ls ldh

32" 41" 12"

24" 31" 12"

20" 25" 8" 25" 33" 10" 32" 41" 12"

VERT. & HORIZ. WALL BARS

FOOTING TOP BARS

FOOTING BOTTOM BARS

#6 ld ls ldh

38" 50" 15"

29" 38" 15"

#7 ld ls ldh

55" 71" 17"

42" 54" 17"

#8 ld ls ldh

62" 81" 19"

47" 62" 19"

38" 50" 15" 55" 71" 17" 62" 81" 19"

BAR SIZE

CONTRACTOR NOTE

CONCRETE WALL SHALL BE IN PLACE A MINIMUM OF 14 DAYS

BEFORE BACKFILLING. AT CONTRACTOR'S OPTION, BACKFILL MAY

BE PLACED AGAINST WALL THAT HAS BEEN TEMPORARILY SHORED;

HOWEVER, CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING

ANY MOVEMENT OF WALL DUE TO BACKFILLING.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

CONCRETE

ALL WORK SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL

CONCRETE" (AMERICAN CONCRETE INSTITUTE, ACI 301) AND THE "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318), LATEST EDITIONS, UNLESS

NOTED OTHERWISE IN THE DRAWINGS OR PROJECT SPECIFICATIONS.

CONSTRUCTION TOLERANCES SHALL CONFORM TO THE "SPECIFICATION FOR

TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" (ACI 117), LATEST

EDITION.

SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE " GUIDE TO

PRESENTING REINFORCING STEEL DESIGN DETAILS " (ACI 315) AND THE "ACI

DETAILING MANUAL" (SP-066), LATEST EDITIONS.

CONCRETE MATERIALS SHALL BE PROVIDED IN ACCORDANCE WITH THE

FOLLOWING SPECIFICATIONS:

PORTLAND CEMENT ASTM C150

HYDRAULIC CEMENT ASTM C1157

FLY ASH AND NATURAL POZZOLAN ASTM C618

SLAG CEMENT ASTM C989

SILICA FUME ASTM C1240

NORMAL WEIGHT AGGREGATE ASTM C33

LIGHTWEIGHT AGGREGATE ASTM C330

MIXING WATER ASTM C1602

ADMIXTURES

WATER REDUCTION AND SETTING TIME MODIFICATION ASTM C494

PRODUCING FLOWING CONCRETE ASTM C107

AIR ENTRAINMENT ASTM C260

INHIBITING CHLORIDE-INDUCED CORROSION ASTM C1582

REINFORCING MATERIALS:

REINFORCING BARS PLAIN-STEEL ASTM A615, GRADE 60, DEFORMED

REINFORCING BARS LOW-ALLOY-STEEL ASTM A706, DEFORMED

(WELDABLE)

REINFORCING BARS EPOXY-COATED ASTM A775

WELDED WIRE FABRIC ASTM A1064

EPOXY-COATED WELDED WIRE FABRIC ASTM A884, CLASS A COATING

REINFORCING SHALL COMPLY WITH ACI FOR FABRICATING, PLACING, AND

SUPPORTING REINFORCEMENT, AND THE FOLLOWING:

BAR SPLICE LOCATIONS SHALL CONFORM TO ACI 318

HORIZONTAL REINFORCING BARS IN WALLS AND FOOTINGS SHALL BE

CONTINUOUS AROUND CORNERS.

UNLESS DETAILED CALCULATIONS ARE PROVIDED, REINFORCING BARS

DEVELOPMENT LENGTHS, EMBEDMENT DEPTHS AND LAP SPLICE DISTANCES

FOR f'c = 4000psi, NORMAL-WEIGHT CONCRETE, SHALL BE PER BELOW

EMBEDDED AND MISCELLANEOUS STEEL SHALL COMPLY WITH ASTM A36.

CONTINUOUS WALL OR FOOTING PLACEMENT SHALL NOT EXCEED 60 FEET

BETWEEN CONSTRUCTION JOINTS.

ALL EXPOSED CONCRETE CORNERS SHALL BE CHAMFERED 3/4" AT 45 DEGREES

UNLESS NOTED OTHERWISE.

SHALLOW INTERIOR FOUNDATIONS AND SLABS ON GRADE ARE NOT DESIGNED FOR

OR INTENDED TO BE EXPOSED TO FREEZE/THAW CYCLING OR RESIST FROST

HEAVE FORCES. GENERAL CONTRACTOR TO COORDINATE CONSTRUCTION AND

PROVIDE INTERIOR FOOTINGS BELOW FROST PENETRATION AS REQUIRED FOR

WINTER CONSTRUCTION.

PROVIDE CONSTRUCTION / CONTROL JOINT INSTALLATION PLAN AND PLACEMENT

SEQUENCE PLAN SUBMITTALS FOR REVIEW OF STRUCTURAL ENGINEER OF

RECORD PRIOR TO PLACING CONCRETE.

PROVIDE WALL AND SLAB THRU-SLEEVE PLAN SUBMITTALS FOR REVIEW OF

STRUCTURAL ENGINEER OF RECORD PRIOR TO PLACING CONCRETE.

CORE-DRILLING CONCRETE WALLS, SLABS, BEAMS OR COLUMNS WITHOUT

REINFORCING LOCATION SCANS AND PRIOR APPROVAL OF STRUCTURAL ENGINEER

OF RECORD SHALL NOT BE PERMITTED.

CONDUITS AND PIPES SHALL NOT BE EMBEDDED IN ELEVATED CONCRETE SLABS

SUPPORTED BY METAL DECK OR CONCRETE SLABS ON GRADE.

FIBER REINFORCED CONCRETE SHALL COMPLY WITH "GUIDE TO DESIGN WITH

FIBER-REINFORCED CONCRETE" (ACI 544.4), LATEST EDITION. DESIGN

CALCULATIONS SHALL BE SUBMITTED AS PER THE SHOP DRAWING NOTES AND

SPECIFICATIONS.

NON-SHRINK GROUT SHALL CONFORM TO ASTM C1107 AND ACHIEVE A MINIMUM 28

DAY COMPRESSIVE STRENGTH OF 8,000 psi.

STRUCTURAL ADHESIVES SHALL ONLY BE USED WITH PRIOR PERMISSION OF THE

STRUCTURAL ENGINEER OF RECORD OR AS SHOWN ON CONSTRUCTION

DOCUMENTS. THE BASIS OF DESIGN FOR ADHESIVES IS HY-200 BY "HILTI" OR SET BY

"SIMPSON" - THE USE OF ANY OTHER STRUCTURAL ADHESIVES SHALL BE SUBJECT

TO REVIEW BY THE EOR PRIOR TO INSTALLATION.

MINIMUM WIRE WELDED FABRIC REQUIREMENTS FOR SLABS:

3-1/2" FLOOR SLAB ON METAL DECK 66-W2.9xW2.9 5" FLOOR SLAB ON METAL DECK 66-W2.9xW2.9 4" FLOOR SLAB ON GRADE 66-W2.9xW2.9 5" FLOOR SLAB ON GRADE 44-W4.0xW4.0

COLD-WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH THE PROVISIONS OF

ACI 306R. THE USE OF CALCIUM CHLORIDE, SALT, AND OTHER MATERIALS

CONTAINING ANTI- FREEZE AGENTS OR CHEMICAL ACCELERATORS SHALL NOT

BE PERMITTED UNLESS ACCEPTED IN THE MIX DESIGN.

HOT-WEATHER CONCRETE PLACEMENT SHALL COMPLY WITH THE PROVISIONS OF

ACI 305.

MINIMUM CONCRETE CLEAR COVER SHALL BE PROVIDED FOR REINFORCEMENT

PER ACI AND THE FOLLOWING:

CONCRETE CAST AGAINST EARTH & PERMANENTLY 3"

EXPOSED

CONCRETE EXPOSED TO EARTH OR WEATHER

#6 & LARGER 2"

#5 & SMALLER 1-1/2"

CONCRETE NOT EXPOSED TO WEATHER OR GROUND

SLABS, WALLS, AND JOINTS 3/4"

BEAMS AND COLUMNS 1-1/2"

NOTE:

VALUES ABOVE ARE FOR NORMAL WEIGHT CONCRETE ONLY.

ld = MINIMUM TENSION DEVELOPMENT LENGTH ldh = MINIMUM 90 DEGREE HOOKED BAR DEVELOPMENT LENGTH ls = MINIMUM LENGTH OF LAP SPLICES IN TENSION

MIN. f'

EXTERIOR SLABS 5,000 6% I or II

SHOP DRAWINGS

DUPLICATION/PHOTOCOPYING OF THESE STRUCTURAL DRAWINGS SHALL NOT BE

PERMITTED FOR SHOP DRAWINGS. THIS INCLUDES PARTIAL AND/OR COMPLETE

DUPLICATION OF PLAN SHEETS AS BACKGROUNDS FOR SHOP DRAWINGS. ALL

SECTIONS INCLUDED IN THESE CONTRACT DRAWINGS MAY NOT BE

DUPLICATED/PHOTOCOPIED ON ANY SHOP DRAWINGS.

ORIGINAL SHOP DRAWINGS SHALL BE SUBMITTED FOR THE ARCHITECT/ENGINEER

REVIEW FOR THE FOLLOWING ITEMS AND AS PER THE SPECIFICATIONS:

CONCRETE AND MASONRY REINFORCING

SLAB ON GRADE CONTROL JOINT LAYOUT

CONCRETE MIX DESIGNS

FOUNDATIONS

RETAINING WALLS

ELEVATED SLABS

SLAB ON GRADE LISTING FIBER MESH REINFORCEMENT & DOSAGE RATE

MASONRY CERTIFICATIONS AND GROUT DESIGN

STEEL JOIST AND DECKING

STRUCTURAL STEEL

LIGHT GAGE METAL FRAMING

PRECAST CONCRETE

CONTRACTOR SHALL SUBMIT, FOR REVIEW, DRAWINGS AND CALCULATIONS FOR

ALL PERFORMANCE ASSEMBLIES IDENTIFIED IN THE GENERAL NOTES AND SPECIFIC

MATERIAL NOTES AS WELL AS LISTED BELOW: THE DESIGN OF THESE ASSEMBLIES

IS THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER REGISTERED IN THE

PROJECT'S JURISDICTION. ALL SUBMITTALS SHALL BEAR THIS ENGINEER'S SEAL

AND SIGNATURE. REVIEW SHALL BE FOR GENERAL CONFORMANCE WITH THE

PROJECT REQUIREMENTS AS INDICATED ON THE DRAWINGS AND IN THE GENERAL

NOTES.

METAL STAIRS AND METAL RAILINGS: DESIGNS SHALL TAKE INTO ACCOUNT

ALL VERTICAL AND LATERAL LOADS REQUIRED BY APPLICABLE BUILDING

CODES. WHERE HEADERS OR OTHER TYPES OF STRUCTURAL MEMBERS

HAVE BEEN DESIGNATED BY THE STRUCTURAL ENGINEER OF RECORD TO

SUPPORT THE STAIRS, THE CONNECTIONS FROM THE STAIRS SHALL BE

DESIGNED SO THAT NO ECCENTRIC OR TORSIONAL FORCES ARE INDUCED

IN THESE STRUCTURAL MEMBERS. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR FURNISHING AND INSTALLING HARDWARE AS REQUIRED

BY THE STAIR DESIGN.

GENERAL NOTES

THE CONTRACTOR IS ADVISED THAT ALL PLANS, DIMENSIONS, AND DETAILS DEPICT

FIELD CONDITION AS SHOWN. MINOR VARIATIONS ARE TO BE EXPECTED AND ANY

DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE APPROVED BY THE

ARCHITECT IN WRITING PRIOR TO PROCEEDING.

THE CONTRACTOR SHALL FIELD CHECK AND VERIFY ALL DIMENSIONS AND

ELEVATIONS OF EXISTING WORK PRIOR TO FABRICATION OF ANY NEW MATERIALS.

IF THE EXISTING FIELD CONDITIONS DO NOT PERMIT THE INSTALLATION OF THE

WORK IN ACCORDANCE WITH THE DETAILS SHOWN, THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IMMEDIATELY AND PROVIDE A SKETCH OF THE CONDITION

WITH THEIR PROPOSED MODIFICATION OF THE DETAILS GIVEN ON THE CONTRACT

DOCUMENTS. DO NOT COMMENCE WORK UNTIL CONDITION IS RESOLVED AND

MODIFICATION IS APPROVED BY THE ENGINEER.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF

UTILITIES IN THE IMMEDIATE VICINITY OF CONSTRUCTION SO AS TO PREVENT

DAMAGE TO THEM. SHOULD DAMAGE TO SUCH UTILITIES OCCUR, THE CONTRACTOR

SHALL BE REQUIRED TO REPAIR SUCH DAMAGE AT THEIR OWN EXPENSE AND TO

THE SATISFACTION OF THE OWNER.

SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT

DOCUMENTS MUST BE SUBMITTED BY THE GENERAL CONTRACTOR AND REVIEWED

BY THE ENGINEER. IF THE CONTRACTOR OR OWNER FAILS TO OBTAIN ENGINEER'S

REVIEW OF THE SHOP DRAWINGS, THE ENGINEER WILL NOT BE RESPONSIBLE FOR

THE STRUCTURAL CERTIFICATION AND DESIGN OF THE PROJECT. SHOP DRAWINGS

ARE REVIEWED BY THE ENGINEER AS A CONVENIENCE TO THE GENERAL

CONTRACTOR AND ARE NOT A CONTRACT DOCUMENT.

LOADS GREATER THAN THE DESIGN LIVE LOADS SHALL NOT BE PLACED ON THE

STRUCTURE. A CONCRETE STRUCTURE MAY NOT SUPPORT IT'S DESIGN LIVE LOAD

FOR 28 DAYS. CONTRACTOR SHALL SUPPORT ADJACENT STRUCTURES, UTILITIES,

AND EXCAVATIONS AS REQUIRED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS

FOR ALL TEMPORARY FORM WORK, SHEETING, SHORING AND UNDERPINNING

SEALED BY A PROFESSIONAL ENGINEER AS A PART OF THE CONTRACTOR'S WORK.

THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, MECHANICAL, AND

ELECTRICAL DRAWINGS FOR THE QUANTITY, LOCATION, AND DIMENSION OF HOLES

THROUGH FLOOR AND ROOF: CHASES, INSERTS, OPENINGS, SLEEVES, WASHERS,

DRIPS, REVEALS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS. REFER TO

ARCHITECTURAL DRAWINGS FOR THE FOLLOWING INFORMATION:

LOCATION AND THICKNESS OF MASONRY PARTITIONS

FULL EXTENT OF MASONRY INFILL AREAS

LOCATION AND THICKNESS OF STUD PARTITIONS

LOCATION AND SIZE OF WINDOWS, DOORS AND WALL OPENINGS

STAIRS, FLOOR AND WALL FINISHES

DETAIL DIMENSIONS AND SECTION DETAILS AS REQUIRED

THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE

AFTER THE CONSTRUCTION OF THE BUILDING IS TO BE COMPLETED. THE STABILITY

OF THE STRUCTURE PRIOR TO COMPLETION IS SOLELY THE RESPONSIBILITY OF

THE CONTRACTOR. THIS RESPONSIBILITY EXTENDS TO ALL RELATED ASPECTS OF

THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT LIMITED TO, ERECTION

METHODS, ERECTION SEQUENCE, TEMPORARY BRACING, FORMS, SHORING, USE OF

EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES.

THE CONTRACTOR SHALL BE RESPONSIBLE TO DETERMINE ALLOWABLE

CONSTRUCTION LOADS AND TO PROVIDE DESIGN AND CONSTRUCTION OF

FALSEWORK, FORMWORK, STAGING, BRACING, SHEETING, SHORING, AND

UNDERPINNING AS NECESSARY TO PREVENT ANY LATERAL OR VERTICAL

MOVEMENTS TO, AND TO INSURE THE STRUCTURAL INTEGRITY OF EXISTING

BUILDINGS, STREETS, AND ANY EXISTING UTILITY LINES.

BRACING, SHEETING, SHORING, ETC., REQUIRED TO INSURE THE STRUCTURAL

INTEGRITY OF THE EXISTING BUILDINGS OR NEW CONSTRUCTION, SIDEWALKS,

UTILITIES ETC., SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER ENGAGED BY

THE CONTRACTOR. DETAILED SIGNED AND SEALED SHOP DRAWINGS SHALL BE

PREPARED INDICATING ALL WORK TO BE PERFORMED. SUBMIT THE SHOP

DRAWINGS IN ACCORDANCE WITH THE CONTRACT REQUIREMENTS.

b. COLUMNS, BASE PLATES & ANCHOR RODS: DESIGN SHALL TAKE INTO ACCOUNT

ALL VERTICAL AND LATERAL LOADS REQUIRED BY APPLICABLE BUILDING CODES

TO SUPPORT THE DELEGATED DESIGN STAIR.

JOB:

1120724.000

DRAWN:

SCALE:

AS NOTED

DATE:

02/11/2026

P MGR:

APPRD:

CHK

DSGN:

G U

O R

, P A

N S

SHEET:

Is su ed fo r B id

N D

N N

S, S

C H

S, A N

D D

S2.0

DESIGN LOADS:

DESIGN FLOOR LIVE LOADS

FLOOR 15 PSF

ADDITIONAL NOTES:

THE CONTRACTOR IS CAUTIONED AS TO NOT STORE ANY

CONSTRUCTION MATERIALS OR UNDERTAKE ANY CONSTRUCTION

OPERATION WILL EXCEED THE DESIGN LIVE LOAD CAPACITIES NOTED.

THE STRUCTURE HAS BEEN DESIGNED FOR THE DEAD AND LIVE

LOADS INDICATED ABOVE,…

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File details come from the government source that posted it. Updated Feb 11, 2026.