S02-Seed Project - Drawings - Building 1 Entrance Enclosure.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

B

IM

/V

L E

B -0

B u ild in g

E n tr a n c e E n c lo s u re /V

L E

B -0

A R

C H

-2

.r v t

/1

/2

:2

:0

P

M

G001

COVER SHEET BUILDING 1 ENTRANCE ENCLOSURE

1700 S LINCOLN AVE, LEBANON, PA 17042

595-20-401

01.12.23 FS SB

BID DOCUMENTS

BUILDING 1 ENTRANCE ENCLOSURE

PROJECT #595-20-401

1700 S LINCOLN AVENUE

LEBANON, PA 17042

PROJECT DIRECTORY

OWNER:

LEBANON VA MEDICAL CENTER

1700 S LINCOLN AVENUE

LEBANON PA 17042

(717) 272-6621

ARCHITECT/ENGINEER:

AE WORKS, LTD

418 BEAVER STREET

SEWICKLEY, PA 15143

STRUCTURAL ENGINEER:

CONTACT: MARK STERNAGLE

CIVIL ENGINEER:

PENNONI

5072 RITTER ROAD,

SUITE 102

MECHANICSBURG, PA 17055

(717) 620-5945

CONTACT: TRACEY CASE-DODDS

PENNONI

81 HIGHLAND AVENUE,

SUITE 230

BETHLEHEM, PA 18017

(610) 231-0600 VICINITY MAP

SITE

LOCATION MAP

SITE

# Revisions Date

CONTACT: GREGORY ROGALSKI CONTACT: TINA R. GAHAGAN

SHEET INDEX

GENERAL

G001 COVER SHEET

LS101 LIFE SAFETY PLAN

CIVIL

C101 EXISTING CONDITIONS AND DEMOLITION PLAN

C103 SITE PLAN

STRUCTURAL

S101 STAIR 2 - EXIT PASSAGEWAY PLANS, GENERAL NOTES, DETAILS AND SECTIONS

ARCHITECTURAL

A001 ABBREVIATIONS, NOTES AND SYMBOLS

AD101 DEMOLITION PLAN

A101 PLANS,ELEVATIONS AND FINISH SCHEDULE

A102 SCHEDULES AND DETAILS

FIRE PROTECTION

FS001 FIRE SUPPRESSION COVER SHEET

FS201 FIRE SUPPRESSION NEW WORK PLAN

FS501 FIRE SUPPRESSION DETAILS

Mechanical

M001 SYMBOLS AND GENERAL NOTES

MD101 LEVEL 1 MECHANICAL DEMOLITION PLAN

M101 LEVEL 1 HVAC PLAN

M501 HVAC SCHEDULES AND DETAILS

Electrical

E000 ELECTRICAL SYMBOLS AND ABBREVIATIONS

E201 ELECTRICAL FLOOR PLANS

E800 ELECTRICAL DETAIL AND SCHEDULES

SYSTEMS

FA001 FIRE ALARM COVER SHEET

FA201 FIRE ALARM NEW WORK PLAN

G006

SOILED UTILITY

ELEC. CLO.

ELEC. CLO.

G050

HAC

G051

TOILET

6A

STAFF ROOM

4A

MECH ROOM

TOILET

STAIR

CORRIDOR

AS EXISTING 43

--215

EXTERIOR

MECHANICAL

COURTYARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.comAE WORKS ®

BI

M

VL

EB

-0

0� B

XL

OG

LQ

J

EQ

WUD

QF

H

EQ

FO

RV

XU

H�

VL

EB

-0 0�

BA

R

C H

-2

0.

UY

W

�2

:2

0:

P M

BUILDING 1 ENTRANCE ENCLOSURE

1700 S LINCOLN AVE, LEBANON, PA 17042

595-20-401

01.12.23 CPA MLD

BID DOCUMENTS

# Revisions Date

K O

F F

E L

ASSOCIATES

ENGINEERS

FLUH PURWHFWLRQ

R

8815 CHQWUH PDUN DULYH, SXLWH 200 CROXPELD, MDU\ODQG 21045

410-750-2246 � ZZZ.NRIIHO.FRP

SHUYLFHV RHQGHUHG: FLUH AODUP DHVLJQ SXSSUHVVLRQ DHVLJQ LLIH SDIHW\ DUDZLQJV

1�12�2023

1. THE SOLE PURPOSE OF THIS PROJECT IS TO PROVIDE AN EXIT PASSAGEWAY BETWEEN STAIR 2 AND THE EXTERIOR OF THE BUILDING SUCH THAT STAIR 2 MAY BE CONSIDERED TO DISCHARGE TO THE EXTERIOR.

2. THE EXISTING EXIT CAPACITY OF THE EXISTING PLAN SOUTH STAIR DOOR WAS MAINTAINED AS PART OF THIS PROJECT. THE NEW EXTERIOR DOOR AT THE PLAN SOUTH OF THE EXIT PASSAGEWAY PROVIDES THE SAME CLEAR

WIDTH AS THE EXISTING PLAN SOUTH STAIR DOOR.

3. THE WIDTH OF THE EXIT PASSAGEWAY EXCEEDS THE MINIMUM WIDTH REQUIRED BY SECTION 7.2.6.4 OF NFPA 101®.

4. OTHER THAN THE NEW EXIT PASSAGEWAY, THIS DRAWING REPRESENTS FIRE BARRIERS, SMOKE BARRIERS, AND SMOKE PARTITIONS OUTSIDE THE AREA OF WORK ONLY AS SHOWN ON EXISTING LIFE SAFETY DRAWINGS PROVIDED BY THE OWNER. EXISTING FIRE PROTECTION FEATURES WERE NOT EVALUATED AS PART OF THIS PROJECT.

5. EXITING DEAD END, COMMON PATH OF TRAVEL, AND TRAVEL DISTANCE TO AN EXIT WERE NOT INCREASED AS A

RESULT OF THIS PROJECT.

6. PER THE OWNER, THIS EXIT IS INTENDED TO BE AN EMERGENCY EXIT ONLY.

GENERAL NOTES:

1/8" = 1'-0"LS101

1 LIFE SAFETY NEW WORK PLAN

LEGEND

· NFPA 101®, LIFE SAFETY CODE®, 2021 EDITION

· INTERNATIONAL BUILDING CODE, 2021 EDITION

· VA FIRE PROTECTION DESIGN MANUAL, 2021 EDITION

APPLICABLE CODES & STANDARDS

NON-HIGH RISE, COMPLETELY SPRINKLER-PROTECTED

IBC: GROUP I-2 (SECTION 308.3)

NFPA 101: EXISTING HEALTH CARE (CHAPTER 18)

USE AND OCCUPANCY TYPE

LS101

LIFE SAFETY PLAN

GROSS DOOR WIDTH

(NET CLEAR WIDTH)

(MM)

XXX XXX

XXXXXX

CAPACITY

# OF PEOPLE

STAIR WIDTH

(MM)

ACTUAL LOAD

# OF PEOPLE

EXIT

SMOKE PARTITION

1-HOUR FIRE PARTITION

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

3-HOUR FIRE WALL

AREA NOT IN SCOPE

EXIT CAPACITY

NEW EXIT PASSAGEWAY PROVIDING STAIR 2 DIRECT DISCHARGE TO THE

EXTERIOR. CEILING OF EXIT PASSAGEWAY CONSTRUCTED AS NEW 2-HOUR

FIRE RESISTANCE RATED HORIZONTAL ASSEMBLY.

SECURITY GRILLE TO PROVIDE UNOBSTRUCTED EGRESS PATH THROUGH

EXTERIOR MECHANICAL COURTYARD. EGRESS PATH PROVIDED WITH

APPROPRIATE LIGHTING.

NEW SIDEWALK TO PUBLIC WAY PROVIDED WITH APPROPRIATE LIGHTING.

DRAWING NOTES:

U:

\A cc ou nt s\A

EW

LA

\A

EW

LA

- V

AM

C Bl dg . 1

E nt ra nc e (T as k 5

-2

0-

1) \D

ES

IG

N\ _S

HE

ET

S\ C-

Ex ist ing C on dit ion s.d wg

PL

OT

TE

D:

1/

/2

9:

A

M, B Y:

Ch ris ty Iw an ow icz

ST

YL

E:

Pe nn on i N

CS

.st b

PR

OJ

EC

T

ST

AT

US

C-101

EXISTING CONDITIONS AND

DEMOLITION PLAN

BUILDING 1 ENTRANCE ENCLOSURE

1700 S Lincoln Ave, Lebanon, PA 17042

595-20-401

1.12.23 TG CI

BID DOCUMENTS

# Revisions Date

00 5' 10'

SCALE: 1" = 5'

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.com®

PENNONI ASSOCIATES INC.

5072 Ritter Road, Suite 102 Mechanicsburg, PA 17055

T 717.975.6481 F 717.975.6480

U:

\A cc ou nt s\A

EW

LA

\A

EW

LA

- V

AM

C Bl dg . 1

E nt ra nc e (T as k 5

-2

0-

1) \D

ES

IG

N\ _S

HE

ET

S\ C-

Si te

P lan

.d wg

TE

D:

1/

/2

9:

A M, B

Y:

Ch ris ty

Iw an ow icz

ST

YL

E:

Pe nn on i N

CS

.st b

PR

OJ

EC

T

ST

AT

US

C-103

SITE PLAN BUILDING 1 ENTRANCE ENCLOSURE

1700 S Lincoln Ave, Lebanon, PA 17042

595-20-401

1.12.23 TG CI

BID DOCUMENTS

# Revisions Date

00 5' 10'

SCALE: 1" = 5'

N

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street Sewickley, PA 15143 Phone: 412-287-7333 www.ae-works.com®

PENNONI ASSOCIATES INC.

5072 Ritter Road, Suite 102 Mechanicsburg, PA 17055

T 717.975.6481 F 717.975.6480 xxx

2"

#4 DOWELS @ 12" O.C.

#4 @ 12" O.C.

COMPACTED

BACKFILL

CONC.

SIDEWALK,

SEE PLAN

NEW SIDEWALK,

SEE CIVIL DWGS.

TYP. #4

NOSING BAR

8"

8"

8" MIN. FROST WALL (TYP.)

1' -6

"M

IN

. B E

LO

W

E X

TE

R

IO

R

F

IN

IS

H

E D

G R

A D

E

T.O. SIDEWALK ELEV. 551.71'

SEE CIVIL DWGS.

T.O. SIDEWALK ELEV. 551.21'

SEE CIVIL DWGS.

PROVIDE NEW OPENING

IN EXIST. CMU WALL, COORD.

LOCATION W/ ARCH. DWGS.

GROUT CMU SOLID AT EACH

SIDE OF OPENING

ENLARGE EXIST. WINDOW OPENING

TO ALLOW FOR NEW 48" DOOR,

COORD. LOCATION W/ ARCH. DWGS

22'-4 1/4" ± 4'-4" 21'-0 1/2"

NEW CONC. SIDEWALK,

COORD. W/ CIVIL DWGS.

EXIST. MASONRY

WALL TO REMAIN,

TYP.

EXIST. WINDOW

TO REMAIN, TYP.

2'-4" ± 4'-8" 10'-0" ±

7'-0" 7"

NEW 4" CONC. SIDEWALK

W/ 6X6-W4.0XW4.0 W.W.R.,

COORD. W/ ARCH. &

CIVIL DWGS.

EXIST. GATE

TO REMAIN

EXIST. CMU WALL

TO REMAIN

EXIST. CONC.

SLAB ON GRADE

TO REMAIN

NEW CONC. STEP IN SIDEWALK,

COORD. W/ CIVIL DWGS.

NEW (4) L4"X3 1/2"X 5/16"

LINTEL AT NEW DOOR OPENING

W/ MIN. 8" BEARING ON EXIST.

MASONRY WALL AND CAST

STONE VENEER AT EACH END

S101

NEW 6" CMU WALL,

SEE ARCH. DWGS.

EXIST. MECH.

EQUIP. TO REMAIN

F.F. ELEV. 552.57'

F.F. ELEV. 552.57'

13'-11 3/8" ± 6'-0"

17'-0" ±

EXIST. GATE

TO REMAIN

S101

NEW CONC. FTG. AND

SECURITY GRILLE,

SEE ARCH.

6"X8" SOLID PRECAST CONCRETE

LINTEL W/ (1) #3 TOP & BOT.

NEW (1) L3 1/2"X3 1/2"X 5/16"

LINTEL AT NEW DOOR OPENING

W/ MIN. 8" BEARING ON EXIST.

MASONRY WALL AT EACH END.

(CONTRACTOR V.I.F. WALL THICKNESS)

EXIST. CMU WALL TO BE REMOVED

TO ALLOW FOR INSTALLATION OF

NEW WALL OPENING, COORD. LOCATION

W/ ARCH. DWGS

REMOVE EXIST. WINDOW, CMU,

AND BRICK TO ALLOW FOR

INSTALLATION OF NEW 48" DOOR,

COORD. LOCATION W/ ARCH. DWGS

EXIST. MASONRY WALL

TO REMAIN, TYP.

EXIST. WINDOW

TO REMAIN, TYP.

2'-4" ±

4'-8" 10'-0" ±

21'-11 1/4" ± 4'-8" ± 21'-1 1/2" ±

EXIST. GATE

TO REMAIN

EXIST. CONCRETE SLAB

ON GRADE TO REMAIN

EXIST. CMU WALL

TO REMAIN

REMOVE EXIST. CONC. STAIRS,

COORD. W/ ARCH. AND CIVIL DWGS.

REMOVE EXIST. CONC. RETAINING

WALL, COORD. W/ ARCH. AND CIVIL DWGS.

EXIST. GATE

TO REMAIN

EXIST. MECH. EQUIP.

TO REMAIN

EXIST. MECH.

EQUIP. TO REMAIN

REMOVE EXIST. CONC. SLAB

AND SOIL TO PROPOSED GRADE,

COORD. W/ ARCH. & CIVIL DWGS

SAW CUT EXIST. CONC.

SLAB ON GRADE, TYP.

9'-7" ± CLR.

REMOVE EXIST. SIDEWALK

AS REQUIRED FOR NEW

SIDEWALK ELEVATIONS

TO MATCH EXIST.

C

L R

GENERAL

1. The structure is designed, and all work shall conform, to the "2021 International Building Code" and to all other applicable Federal, State, and Local regulations.

2. All codes and standards referenced in these notes, including all specifications referenced within, and all federal, state and local regulations apply to the design, construction, demolition, quality control and safety of all work performed on the project. Use the latest adopted editions of the codes and standards.

3. In case of conflict between the General Notes, Specifications, and drawings, the most rigid requirements must be followed.

4. Work not indicated on a part of the drawings but similar to that shown at corresponding places shall be provided at no additional cost.

5. Minor details or incidental items not shown or specified, but necessary for a proper and complete installation, shall be included in the work.

6. All costs of investigations, redesigns and re-installation due to improper installation of structural elements and other items not in conformance with the Contract Documents shall be at the Contractor's expense, and provided at no additional cost..

7. The structural drawings shall be used in conjunction with the specifications, architectural, civil, and MEP drawings. If there is a discrepancy between drawings notify the Architect/Engineer prior to performing the work.

8. Acceptance of deviations from any of the requirements of these notes, the drawings, and specifications is at the sole discretion of the Engineer.

Acceptance of a deviation from any requirement shall not be construed as permitting any other deviation.

9. Construction materials shall be provided free from defect and installed plumb and true to the limits set forth on the Construction Documents by experienced tradesmen.

10. Verify all existing information shown (dimensions, elevations, etc.) and notify the Architect/Engineer of any discrepancies prior to fabrication of any structural component.

11. Verify and/or establish all existing conditions and dimensions at the site.

Failure to notify the Architect/Engineer of unsatisfactory conditions constitutes acceptance of existing conditions.

12. If the existing field conditions do not permit the installation of the work in accordance with the Contract Documents, notify the Architect/Engineer immediately and provide a sketch of the condition with a proposed modification of the details given on the Contract Documents. Do not commence work until the condition is resolved and the modification is approved by the Architect/Engineer.

13. Methods, procedures and the sequences (other than that noted on the Construction Documents) of construction are the responsibility of the Contractor(s). Take all necessary precautions to maintain and insure the integrity of the structure at all stages of construction.

14. Job site safety and construction procedures are the sole responsibility of the Contractor. Guidelines for construction safety shall be in accordance with, but not limited to OSHA Safety and Health Regulations for Construction and all local ordinances or codes that may be applicable.

15. All Contractors and Subcontractors on this project are responsible for the proper performance of their work, selection of means and methods, coordination with other trades, safety, and security on the job site.

16. All construction work shall be coordinated with the Owner to minimize interference with existing facility operations.

17. All Subcontractors shall be provided and must work with a full set of contract documents.

18. SHOP DRAWINGS

A. Shop drawings for all structural materials shall be submitted to the Architect/Engineer for review prior to the start of fabrication and commencement of work. The review period shall be a minimum of two (2) weeks.

B. Reproduction of any portion of the Structural Contract Drawings for resubmittal as shop drawings is prohibited. Shop drawings produced in such a manner will be rejected and returned.

C. Shop drawings submitted in hard copy shall consist of (1) print and (1) reproducible. Only one marked up reproducible will be returned. If shop drawings are submitted electronically, then only electronic copies of reviewed submittals will be returned. No paper copies will be returned.

D. 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.

E. The shop drawings shall include dimensioned floor and roof edges, openings and sleeves at all roofs, floors, and walls required for all trades.

F. The detailer must use column and lintel designations as shown on the Engineer's drawings.

G. All revisions to shop drawings after the first submission must be so identified on subsequent submissions with revision tags and clouds.

H. Review of shop drawings shall not relieve the Contractor of any contract requirement, even if such items are not shown on the shop drawings.

CAST-IN-PLACE CONCRETE

1. Concrete work shall comply with the requirements of the latest adopted editions of ACI "Building Code Requirements for Structural Concrete and Commentary (ACI 318)", ACI "Specifications for Structural Concrete (ACI 301)", and ACI "Measuring, Mixing, Transporting, and Placing Concrete (ACI 304)".

2. Reinforcing steel shall be detailed, fabricated and installed in accordance with the latest editions of CRSI "Manual of Standard Practice", CRSI "Placing Reinforcing Bars" and ACI "Detailing Manual (SP-66)".

3. Concrete shall have a minimum 28-day compressive strength as follows:

Type f'c (psi) Sidewalk/Security Grille Footing 4500

6. Maximum water/cement ratios is 0.44.

7. All concrete, unless noted otherwise, shall be normal weight concrete (145 pcf +/-) with cement conforming to ASTM C150, Type I. Maximum aggregate size shall be 1 1/2" for footings and 3/4" for all other members, confirming to ASTM C33.

8.

Reinforcing steel shall be manufactured from high-strength billet steel, deformed type, conforming to ASTM A615, Grade 60.

10. All concrete shall be vibrated. Proper use of vibrators is required.

Vibrators shall not be used to transport concrete.

11. Chamfer all exposed concrete corners/edges unless noted otherwise on Architectural Drawings.

12. Epoxy adhesives shall be used where dowels are to be installed into existing concrete. Submit manufacturer information for engineer review prior to installation.

STRUCTURAL STEEL

1. Structural steel material, design, detailing, fabrication and erection shall be in accordance with the following references:

"Specification for Structural Steel Buildings", ANSI/AISC 360-16 (dated 7 July, 2016)

"Structural Welding Code, AWS D1.1", AWS "Engineering for Steel Construction", AISC "Detailing for Steel Construction", AISC ”

2. The steel contractor shall furnish an affidavit from the producer of the steel certifying that the steel meets the minimum requirements as defined by the applicable ASTM Specification.

3. The steel contractor is responsible for confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, adequacy of connections, coordinating his work with that of all other trades and performing his work in a safe and satisfactory manner.

4. Coordinate with architectural drawings.

5. Structural steel rolled shapes shall conform to ASTM A992, unless noted otherwise. Angles, channels, plate and rods shall conform to ASTM A36.

6. Structural steel pipe shall conform to ASTM A53, Type E or S, or ASTM A501.

7.

Bolts shall be designed as bearing type bolts, except as noted herein or on plan.

Bearing bolts shall be installed in accordance with the "snug tight" condition as outlined in the AISC "Specifications for Structural Joints Using ASTM A325 or A490 Bolts", latest revision. Connection bolts shall have a hardened washer placed under the turned element.

8.

9. Submit steel shop drawings for review and approval prior to fabrication.

10. All welding shall be done by AWS certified welders in accordance with AWS D1.1 (latest edition). Minimum fillet weld shall be 3/16".

11. Steel welding rods shall be E70XX (low hydrogen @ 50 KSI material).

12. Welds left exposed on the finished structure shall be ground smooth.

POST-INSTALLED ANCHORS

Except where indicated on the drawings, Post-installed anchors shall consist of the following anchor types as provided by Hilti, Inc. Contact Hilti at (800) 879-8000 for product related questions.

a) Anchorage to Concrete I) Adhesive Anchors for cracked and uncracked concrete use:

(1) Hilti Hit-HY 200 Safe Set System with Hilti Hit-Z Rod per ICC

ESR-3187.

II) Medium Duty Mechanical Anchors for cracked and uncracked concrete use:

(1) Hilti Kwik HUS-EZ and Kwik HUS EZ-I Screw Anchors per ICC

ESR-3027.

(2) Hilti Kwik Bolt-TZ Expansion Anchors per ICC ESR-1917.

(3) Hilti Kwik Bolt-3 Expansion Anchors (Uncracked Concrete Only) per

ICC ESR-2302.

b) Rebar Doweling Into Concrete I) Adhesive Anchors for cracked and uncracked concrete use:

(1) Hilti Hit-HY 200 Safe Set System with Hilti Hollow Drill Bit System with continuously deformed rebar per ICC ESR-3187.

Anchor capacity used in design shall be based on the technical data published by Hilti or such other method as approved by the Structural Engineer of Record. Substitution requests for alternate products must be approved in writing by the Structural Engineer of Record prior to use. Contractor shall provide calculations demonstrating that the substituted product is capable of achieving the performance values of the specified product. Substitutions will be evaluated by their having an ICC ESR showing compliance with the relevant building code for Seismic Uses, Load Resistance, Installation Category, and Availability of Comprehensive Installation Instructions. Adhesive Anchor Evaluation will also consider Creep, In-Service Temperature and Installation Temperature.

Install anchors per the Manufacturer Instructions, as included in the anchor packaging.

The Contractor shall arrange an achor manufacturer's representative to provide onsite installation training for all of their anchoring products specified.

The Structural Engineer of Record must receive documented confirmation that all of the Contractor's personnel who install anchors have specific installation training or knowledge, such as the ACI/CRSI Adhesive Anchor Installation Certification, or another training standard that is met or surpassed prior to performing on-site anchor installation.

Existing reinforcing bars in the concrete structure may conflict with specific anchor locations. Unless noted on the drawings that the bars can be cut, the Contractor shall review the existing structural drawings and shall undertake to locate the position of the reinforcing bars at the locations of the concrete anchors, by GPR or other approved means.

1.

2.

3.

4.

5.

GENERAL NOTES

5.

Welded Wire Reinforcement (W.W.R.) shall conform to ASTM A-185. Deformed W.W.R. shall conform to ASTM A497. W.W.R. shall be supplied in flat sheets.

9. Lap W.W.R. two (2) full wire spaces at splices and wire together.

4. Concrete exposed to freeze/thaw conditions and/or weather shall have 4% to 6% air-entrained in accordance with ACI.

Structural steel tubing shall conform to ASTM A500, Grade B (Fy = 46 ksi), unless noted otherwise.

MODIFY EXIST. CAST STONE

VENEER AS REQUIRED,

SEE ARCH. DWGS.

NEW DOOR, SEE ARCH.

(4) L4"X3 1/2"X5/16" (LLV) LINTEL

W/ MIN. 8" BEARING ON

EXIST. MASONRY WALL AND

CAST STONE VENEER AT

EACH END

EXIST. MASONRY WALL

BEFORE/BEYOND

EXIST. BRICK WALL

TO BE REMOVED

AND INFILLED W/

NEW CONC.

NEW 4" CONC.

SLAB ON GRADE

EXIST. CONC.

SLAB ON GRADE

EXIST. CMU

FOUNDATION WALL

EXIST. CONC.

FOUNDATION WALL FTG.

#4 BARS @ 12" O.C. (12" LONG) DRILLED/EPOXIED

INTO EXIST. CONC. SLAB ON GRADE

MIN. 6" W/ HILTI HIT-HY 200 ADHESIVE

INFILL ABOVE NEW DOOR

LINTEL W/ MASONRY &

CAST STONE TO MATCH EXIST.

EXIST. MASONRY WALL

EXIST. LINTEL AT

EXIST. WINDOW

CONC. CURB, SEE

CIVIL DWGS.

6'-0"

EXIST. CONC.

SLAB ON GRADE

(E) SLAB ON GRADE ELEV.

SEE CIVIL DWGS.

1/2" ISOLATION JOINT

1/2" ISOLATION JOINT

4" CRUSHED

STONE SUBBASE

1/2" ISOLATION JOINT

#5 @ 18" O.C.

2'-0"7" (3) #5 CONT.

SEE ARCH.

FOR SECURITY

GRILLE DETAIL

EXIST. MASONRY WALL

BEFORE/BEYOND.

COORD. WALL FINISH

W/ ARCH. DWGS.

EXIST. CMU WALL

TO BE REMOVED

AS REQ'D. FOR

NEW CONC.

NEW 4" CONC.

SLAB ON GRADE

EXIST. CMU

FOUNDATION WALL

EXIST. CONC.

FOUNDATION WALL FTG.

(4) #4 BARS (18" LONG)

1/2" ISOLATION JOINT

4" CRUSHED

STONE SUBBASE

NEW CONC. SIDEWALK,

COORD. W/ CIVIL DWGS.

T.O. SIDEWALK ELEV. 552.15'

SEE CIVIL DWGS.

UNIT MASONRY

1. Masonry work shall conform to the latest editions of the following codes and references:

“Building Code Requirements for Masonry Structures (ACI 530/ASCE 5) and Commentary”.

“Specification for Masonry Structures (ACI 530.1/ASCE 6)”.

2. Masonry walls shown are structural elements. Refer to the architectural drawings for limits and details for non-structural masonry.

3. Masonry units shall be ASTM C90, Grade N, Type 1, with minimum net area compressive strength of 2,000 PSI. Construct structural masonry assemblies to provide a minimum masonry prism strength, f'm, = 1,500 PSI.

4. Structural design has been based on use of normal weight masonry concrete units with a density of ~135 PCF. If a different unit weight is preferred by the masonry contractor, they must obtain written approval from the SER.

5. Masonry shall be laid in running bond, unless indicated otherwise by the architectural drawings, and shall be on a full bed of mortar.

6. Place and secure reinforcement in required position within tolerances stipulated by ACI.

7. Grout piers, pilasters and walls monolithically.

8. Unless noted otherwise, all mortar shall be ASTM C270 Type S with a minimum compressive strength of 1,900 PSI at 28 days. Mortar strength shall be verified from field obtained test cubes.

9. Grout placement shall not start until the placement of reinforcing has been inspected and approved by the Owner's (other) inspection agency.

10. Construct and test masonry prisms during construction to verify the assembly strength (f'm), for each class and type of masonry construction.

Prisms shall be constructed and tested in accordance with ASTM C1314.

Provide a set of prisms for each type of masonry construction for each 5,000 sq. ft. of wall. A set consists of three (3) prisms. Test one prism at 7 days and two prisms at 28 days for each set. Submit reports to Architect, SER, Owner and Building Code Official.

11. Masonry grout shall be a high slump, small aggregate concrete mix. Fill CMU lintels, bond beams, beam bearings and reinforced cells solid with grout conforming to ASTM C476 and having a minimum compressive strength of 3,000 PSI from field obtained test cylinders. Submit grout mix design to the SER for approval.

12. Masonry inspection is required per the latest effective editions of ACI530.1/ASCE 6 and local building codes by a qualified inspection agency.

13. Brick masonry units shall be Grade SW in accordance with ASTM C216 with a minimum compressive strength of 3,000 PSI and bonded together with Type S mortar.

14. Provide hot-dipped galvanized truss type joint reinforcement, min. 9 gage wire at 16” o.c. vertically in all masonry walls, unless noted otherwise in details or on plans. Coordinate with architectural drawings. Use shop fabricated special pieces at all corners and tees. Stagger lapped end joints.

15. Where new walls abut new or existing walls, provide adjustable masonry anchors at 1'-4” o.c. set in coursing.

16. All bond beams shall have one (1) continuous #5 bars, unless shown otherwise on the contract drawings or sketches.

17. Interior non-bearing masonry partitions constructed on concrete slab on grade or on elevated slabs shall be doweled to the slab and into reinforced cells with #4 bars @ 72” o.c. (max.) lapped with the vertical wall reinforcement and shall have bond beams near the top of the walls. Use an acrylic adhesive for installing the dowels in the concrete slabs.

18. Reinforcement in masonry shall be lapped 50 bar diameters, unless noted otherwise.

19. Lintels in exterior walls shall be galvanized per ASTM A123.

20. Consult with Architect regarding location of control joints around openings.

Where control joints intersect bond beams, consult with Architect regarding treatment of joint through bond beam.

21. Perpendicular intersecting walls shall be toothed together or have the horizontal truss-type wire reinforcement continuous through the intersection.

Note: Corrugated sheet metal tab anchors are not acceptable connectors at intersecting walls per ACI 530 - Empirical Design anchorage requirements.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.com

B

IM

/V L E

B -0

B u ild in g

E n tr a n c e

E n c lo s u re

/A E

W L A

V A

M C

B L D

G .1

S

T R

U C

T .r v t

/1

/2

:0

:3

P

M

S101

STAIR 2 - EXIT PASSAGEWAY PLANS BUILDING 1 ENTRANCE ENCLOSURE

1700 S. LINCOLN AVE., LEBANON, PA 17042

595-20-401

1.12.23 TRG RJK

BID DOCUMENTS

1/8" = 1'-0"

STAIR 2 EXIT PASSAGEWAY - NEW PLAN

1/8" = 1'-0"

STAIR 2 EXIT PASSAGEWAY

- DEMO PLAN

# Revisions Date

81 HIGHLAND AVENUE

BETHLEHEM, PA 18017

Pennoni

PENNONI ASSOCIATES INC.

CONSULTING ENGINEERS

3/4" = 1'-0"

SECTION

3/4" = 1'-0"

SECTION

SYMBOLS LEGEND

SEE DISCIPLINE SHEETS FOR DISCIPLINE SPECIFIC SYMBOLS

SHEET NUMBER SEQUENCE

SHEET TYPE

DISCIPLINE

A 101

1t

A02

Room Name

0-0000

NET SF

X.1 GRID LINE - EXISTING

ROOM NUMBER

DOOR NUMBER

WINDOW TYPE

WALL TYPE

NORTH ARROW

N

SPECIALTY

EQUIPMENT /

FURNITURE TAG

KEYNOTE

CENTER LINE

INTERIOR

ELEVATION

DETAIL

SPOT

ELEVATION

MARKERS

REVISION NUMBER

REVISION

CLOUD

EXTERIOR

ELEVATION

BUILDING SECTION

SHEET NUMBER

A301

A201

A211

A501

4 2

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

DETAIL

SHEET

+ 10' - 0" CEILING TAG

SD CD

CL

WALL SECTION

A301

DETAIL

SHEET

WALL FINISHPT#

DATUM POINT

X.1 GRID LINE - NEW

MATERIALS LEGEND

ALUMINUM

CONCRETE

GLASS

RIGID INSULATION

BRICK IN SECTION

CONCRETE

MASONRY UNIT

EARTH

GYPSUM / PLASTER

STEEL

PEA GRAVEL

STONE

BATT INSULATION

PRECAST

GRAVEL

SAND

WOOD - SOLID

PLYWOOD

BRICK

CULTURED STONE

EXTERIOR COMPOSITE

PANEL

WOOD BLOCKING

WOOD SHIM

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

B

IM

/V

L E

B -0

B u ild in g

E n tr a n c e E n c lo s u re /V

L E

B -0

A R

C H

-2

.r v t

/2

/2

:2

:5

P

M

A001

ABBREVIATIONS, NOTES AND SYMBOLS BUILDING 1 ENTRANCE ENCLOSURE

1700 S LINCOLN AVE, LEBANON, PA 17042

595-20-401

01.12.23 FS AEW

BID DOCUMENTS

GENERAL PROJECT NOTES

1 ALL CONSTRUCTION WORK TO CONFORM WITH THE APPLICABLE CODES AND ORDINANCES OF THE

LOCAL JURISDICTION, THE COMMONWEALTH OF PENNSYLVANIA, AND THE CURRENT ADOPTED

VERSION OF THE INTERNATIONAL BUILDING CODE FAMILY. THE CONTRACTOR TO POST NOTICES

AND COMPLY WITH THE GOVERNING LAWS OF THE JURISDICTION.

2 INSTALLATIONS PERFORMED IN CONNECTION WITH THESE DRAWINGS TO COMPLY WITH THE

MOST RECENT NFPA EDITION.

3 THE SITE WORK TO BE PROPERLY SUPERVISED BY THE CONTRACTORS JOB SITE

SUPERINTENDANT. SUFFICIENT PERSONNEL WILL BE EMPLOYED TO COMPLETE THE WORK WITHIN

THE CONTRACTED TIME. PERSONNEL TO BE SKILLED IN THE TASK ASSIGNED.

4 MAINTAIN ADEQUATE PROTECTION TO SAFEGUARD THE PUBLIC AND ALL PERSONS ENGAGED IN

THE PERFORMANCE OF THE WORK.

5 THE DRAWINGS REFLECT CONDITIONS AS CAN BE INFERRED FROM VISIBLE CONDITIONS, OR

FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER, BUT CANNOT BE GUARANTEED.

VERIFY ALL GRADES, LINE LEVELS AND DIMENSIONS INDICATED ON THE DRAWNGS AND REPORT

ALL INCONSISTENCIES TO THE ARCHITECT PRIOR TO THE EXECUTION OF THE WORK. RECHECK

ALL DIMENSIONS PRIOR TO ORDERING MANUFACTURED AND/OR FABRICATED ITEMS.

6 PLAN DIMENSIONS, UNLESS NOTED OTHERWISE, ARE TO THE FACE OF THE WALL FINISH OR

CENTERLINE OF COLUMN.

7 ALL INDICATIONS OF MASONRY ARE SHOWN IN ACTUAL DIMENSIONS (NOT NOMINAL), UNLESS

NOTED OTHERWISE.

8 ASSUME FULL RESPONSIBILITY FOR PROTECTION AND SAFEKEEPING OF PRODUCTS PURCHASED

FOR THIS PRODUCT AND STORED ON THE PROJECT SITE. COORDINATE WITH THE OWNER ON

PREFERRED LOCATIONS FOR STORED MATERIALS ON THE PROJECT SITE, IF ALLOWED AS PART

OF THE REQUIREMENTS OF THIS PROJECT.

9 MAINTAIN AREAS UNDER THE CONTRACTOR'S CONTROL TO BE FREE OF WASTE MATERIALS,

DEBRIS, AND RUBBISH. CONTAINERS FOR DEPOSIT OF DEBRIS AND RUBBISH WILL BE PROVIDED

BY THE CONTRACTOR. COORDINATE LOCATION OF CONTAINERS WITH THE OWNER'S

REPRESENTATIVE PRIOR TO PLACEMENT. REMOVE AND DISPOSE OF DEMOLITION MATERIAL OFF

SITE IN ACCORDANCE WITH APPLICABLE CODES AND/OR SPECIFICATIONS.

10 EXTRANEOUS MATERIALS TO BE PERIODICALLY REMOVED, AND AT THE CONCLUSION OF THE

PROJECT. ALL UNUSED TOP SOIL WILL BE STOCKPILED ON THE SITE FOR THE OWNER'S USE.

11 PROVIDE AND INSTALL ALL FIRESAFING / FIRESTOPPING MATERIALS AT ALL THROUGH-WALL AND

THROUGH-CEILING PENETRATIONS AS REQUIRED FOR THE CONSTRUCTION WORK AND TO

MAINTAIN FIRE RATINGS OF FLOORS AND WALLS. MATERIALS AND INSTALLATION DETAILS TO

CONFORM TO UNDERWRITER LABORATORIES LISTING FOR RATED ASSEMBLIES.

12 ALL WOOD FRAMING AND SHEATHING TO BE FIRE RETARDANT TREATED AS REQUIRED BY THE

BUILDING CODE CLASSIFICATION OF 'NONCOMBUSTIBLE'

13 DO NOT SCALE DRAWINGS. FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO

CONSTRUCTION. NOTIFY THE ARCHITECT OF ANY DEVIATIONS OR DISCREPANCIES FOUND AND

RECEIVE DIRECTION BEFORE PROCEEDING.

14 DURING CONSTRUCTION THE CONTRACTOR WILL WORK ADJACENT TO PATIENT OCCUPIED

FLOORS. CONSTRUCTION RELATED ACTIVITIES ARE NOT TO ADVERSELY IMPACT THESE AREAS.

CONSTRUCTION RELATED ACTIVITIES THAT MIGHT AFFECT THESE AREAS MUST BE COORDINATED

WITH AND APPROVED BY THE VA PRIOR TO OCCURRENCE.

15 PROVIDE TEMPORARY DUST ENCLOSURES DURING ALL DEMOLITION AND CONSTRUCTION

ACTIVITIES. CONTRACTOR TO COORDINATE LOCATIONS WITH CONTRACTING OFFICER. IF EXISTING

WALLS ARE USED, PENETRATIONS MUST BE SEALED TO CREATE A DUST PROOF ENCLOSURE.

16 MODIFICATIONS TO THE EXISTING MEP SYSTEMS WILL IMPACT ADJACENT SPACES OUTSIDE THE GENERAL SCOPE OF WORK. ANY DISTURBANCE OF EXISTING CONDITIONS AND FINISHES MUST BE

REPAIRED TO MATCH THE CONDITIONS PRIOR TO CONSTRUCTION IMPACTS.

17 THE FACILITY IS OPERATIONAL. CONTRACTOR TO MAKE PROVISIONS FOR OWNER AND PUBLIC USE OF THE BUILDING AROUND THE CONSTRUCTION AREA. DELIVERIES, STAGING, STORAGE OF

MATERIALS AND OTHER CONSTRUCTION RELATED ACTIVITIES TO BE COORDINATED WITH THE

CONTRACTING OFFICER SO AS TO NOT ADVERSELY AFFECT THE BUILDING OPERATIONS.

18 ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH THE ARCHITECT. OWNER /

CONTRACTOR REVISIONS MAY BE CONSIDERED INVALID.

19 ALL EXPOSED GYPSUM WALL BOARD EDGES TO HAVE METAL EDGE TRIM.

20 COMPARE AND COORDINATE ALL DRAWINGS FOR PROPER FIT AND ATTACHMENT OF ALL PARTS.

DETAILS NOT SHOWN OR DESCRIBED IN THESE NOTES TO BE CONSTRUCTED TO SAME SIZE AND

CHARACTER AS FOR SIMILAR CONDITIONS WHICH ARE SHOWN, SPECIFIED, OR COMMONLY

CONSTRUCTED IN THE INDUSTRY.

21 NO STRUCTURAL MEMBER TO BE OMITTED, NOTCHED, CUT, BLOCKED OUT, OR RELOCATED

WITHOUT PRIOR APPROVAL BY THE ARCHITECT OR ENGINEER.

22 PROTECTIVE MEASURES TO BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY

AT ALL TIMES DURING CONSTRUCTION.

23 ALL TEMPORARY BRACING AND SHORING TO BE DESIGNED TO SUSTAIN ALL CONSTRUCTION

LOADS, SOIL PRESSURE, LATERAL AND OTHER LOADS TO WHICH THE STRUCTURE MAY BE

SUBJECTED.

24 COORDINATE LOCATIONS OF LIGHT FIXTURES, SPRINKLER HEADS, REGISTERS, ETC. WITH THE

REFLECTED CEILING PLAN LAYOUT.

25 ALL SPRINKLER HEADS, DIFFUSERS AND REGISTERS TO BE CENTERED WITH SUSPENDED

ACOUSTICAL PANELS, UNLESS NOTED OTHERWISE ON DRAWINGS.

26 ALL VOIDS IN MASONRY, CONCRETE AND OTHER ASSEMBLIES CREATED AROUND PENETRATIONS

TO BE FILLED / PATCHED WITH CONSTRUCTION TO MATCH SURROUNDING CONDITIONS.

27 PAINT ALL EXPOSED STEEL, DECKING, PIPING, CONDUIT, SPRINKLER PIPING AND DUCTS WHICH

ARE EXPOSED IN AREAS WITH NO CEILINGS AND SCHEDULED TO RECEIVE PAINT FINISH AS

INDICATED ON THE FINISH SCHEDULE.

28 ASBESTOS IS ANTICIPATED TO EXIST IN THE WORK AREA AS DESCRIBED IN SPEC SECTION 028200.

ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

ADDN ADDITION

A/C AIR CONDITIONER

< ANGLE

APPROX. APPROXIMATELY

BOTT BOTTOM

BLKHD BULKHEAD

CPT CARPET

CLG CEILING

CL CENTER LINE

CER CERAMIC

CLR CLEAR

COL(S) COLUMN(S)

CONC CONCRETE

CMU CONCRETE MASONRY UNIT

COND CONDITION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CG CORNER GUARD

CCT CUBICLE CURTAIN TRACK

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIM(S) DIMENSION(S)

DR DOOR

DN DOWN

DS DOWNSPOUT

DWG(S) DRAWING(S)

DF DRINKING FOUNTAIN

EA EACH

EWC ELECTRIC WATER COOLER

EC ELECTRICAL CONTRACTOR

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EXIST EXISTING

ETR EXISTING TO REMAIN

EXT EXTERIOR

FOS FACE OF STUD

FIN FINISH

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FH FIRE HORN

FHC FIRE HOSE CABINET

FPH FIRE PHONE

FP FIRE PULL

FR FIRE RATED

FS FIRE STROBE

FLR FLOOR

FD FLOOR DRAIN

FDN FOUNDATION

FURN FURNISH

GC GENERAL CONTRACTOR

GWB GYPSUM WALL BOARD

HTG HEATING

HT HEIGHT

HIR HIGH IMPACT RESISTANT

HM HOLLOW METAL

HORIZ HORIZONTAL

HC HVAC CONTRACTOR

ID INSIDE DIAMETER

INSUL INSULATION

LT LIGHT

MFR MANUFACTURER

MAS MASONRY

MO MASONRY OPENING

MECH MECHANICAL

MTL METAL

MR MOISTURE RESISTANT

NIC NOT IN CONTRACT

NTS NOT TO SCALE

OC ON CENTER

OPNG OPENING

OH OPPOSITE HAND

OD OUTSIDE DIAMETER

PERIM PERIMETER

P-LAM PLASTIC LAMINATE

P PLATE

PLBG PLUMBING

PC PLUMBING CONTRACTOR

PT POINT

RLG RAILING

RWC RAINWATER CONDUCTOR

REINF REINFORCE/ REINFORCING

REQD REQUIRED

RESIL RESILIENT

R RISER

RD ROOF DRAIN

RO ROUGH OPENING

SCW SOLID CORE WOOD

SPEC SPECIFICATION

SST STAINLESS STEEL

STL STEEL

STRUCT STRUCTURAL

TLT TOILET

T/BEAM TOP OF BEAM

T/MAS TOP OF MASONRY

T TREAD

TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.I.F. VERIFY IN FIELD

VERT VERTICAL

W/ WITH

WD WOOD

WP WORK POINT

# Revisions Date

G042

READING ROOM

G045

WORK AREA

G005

CLEAN UTILITY

G006

SOILED UTILITY

ELEC.

ELEC.

G050

HAC

G051

TOILET

BREAK ROOM

4A

MECH ROOM

TOILET

STAIR

D12

D1

D12 D2 D2

D3 D4

AD101

D7

D8

2' - 8" 4' - 8"

D2

EXTERIOR MECHANICAL

COURTYARD

AD101

D11

D13

G005

CLEAN UTILITY

G006

SOILED UTILITY

ELEC.

ELEC.

G050

HAC

G051

TOILET

BREAK ROOM

4A

MECH ROOM

TOILET

STAIR

D5

D6

D9

EXTERIOR MECHANICAL

COURTYARD

D10

LEVEL 01

0' - 0"

REMOVE ELECTRICAL SHUT-OFFS.

REFER TO ELECTRICAL DRAWINGS.

REMOVE PORTION OF

EXTERIOR WALL AS REQUIRED

TO INSTALL NEW DOOR

REMOVE EXISTING WINDOW SYSTEM

REMOVE EXISTING CONDUIT - REFER

TO ELECTRICAL DRAWINGS.

EXISTING WALL FINISH AND

DECORATIVE JOINTS TO REMAIN.

PROVIDE OPENING IN EXISTING

MULTI-WYTHE MASONRY WALL

NEW OPENING

REMOVE AND SALVAGE EXISTING

COPING CAP FOR MODIFICATION AND

RE-INSTALLATION AT NEW OPENING.

PROTECT EXISTING WALL FINISH

DURING DEMOLITION AND REPAIR

ANY DAMAGED SURFACES.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

B

IM

/V

L E

B -0

B u ild in g

E n tr a n c e E n c lo s u re /V

L E

B -0

A R

C H

-2

.r v t

/2

/2

:2

:5

P

M

AD101

DEMOLITION PLAN BUILDING 1 ENTRANCE ENCLOSURE

1700 S LINCOLN AVE, LEBANON, PA 17042

595-20-401

01.12.23 FS SB

BID DOCUMENTS

GENERAL DEMOLITION NOTES

1 VERIFY ALL EXISTING CONDITIONS AND COORDINATE ALL DEMOLITION ACTIVITIES

WITH ANY NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION

DOCUMENTS. DO NOT SCALE DRAWINGS.

2 PERFORM ALL NECESSARY DEMOLITION ACTIVITIES AS REQUIRED FOR INSTALLATION

OF NEW CONSTRUCTION AS INDICATED WITHIN THE CONSTRUCTION DOCUMENTS.

COORDINATE WITH THOSE DOCUMENTS FOR EXACT DIMENSIONS AND LOCATIONS OF

FINISHED WORK.

3 ALL DEMOLITION NOT SPECIFICALLY INDICATED, BUT NECESSARY TO COMPLETE THE

PROJECT AS INDICATED ON THE CONSTRUCTION DOCUMENTS, TO BE THE

RESPONSIBILITY OF THE CONTRACTOR.

4 INSPECT AND ACCESS EACH SPACE AND FULFILL THE INTENT OF THE WORK

REQUIRED BY THE CONTRACT DOCUMENTS. DEVIATIONS REQUIRED BY EXISTING

FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR

TO PROCEEDING WITH THE WORK.

5 ANY CUTTING AND REMOVAL INDICATED ON THE CONSTRUCTION DOCUMENTS ARE

GENERAL INDICATIONS ONLY AND MAY NOT NECESSARILY SHOW THE FULL EXTENT

OF CUTTING AND REMOVAL NECESSARY.

6 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PROPERLY PROTECT AND

EXISTING CONSTRUCTION INDICATED TO REMAIN. EXCERCISE CARE WHEN REMOVING

ADJACENT CONSTRUCTION AND PROPERLY REPAIR (TO ORIGINAL CONDITION) ANY

AREAS SCHEDULED TO REMAIN THAT SUSTAIN DAMAGE AS A RESULT OF DEMOLITION

ACTIVITIES.

7 CONSTRUCT DUST PROOF PROTECTIVE BARRIERS AS NECESSARY AT AREAS OF

INTERIOR DEMOLITION TO PROTECT EXISTING CONSTRUCTION AND EQUIPMENT

SCHEDULED TO REMAIN.

8 PERFORM ALL WORK REQUIRED TO PROTECT BUILDING OCCUPANTS AND EXISTING

BUILDING UTILITIES. THE BUILDING WILL REMAIN IN OPERATION THROUGHOUT THE

COURSE OF DEMOLITION AND CONSTRUCTION ACTIVITIES.

9 PROVIDE ALL NECESSARY TEMPORARY BRACING AND SHORING AS REQUIRED TO

MAINTAIN THE INTEGRITY AND STRUCTURAL STABILITY OF THE BUILDING AND ITS

INDIVIDUAL ELEMENTS.

10 EXCEPT AS NOTED OTHERWISE, REMOVE ALL DEMOLISHED MATERIALS FROM THE

SITE AND DISPOSE OF IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAW

REGULATIONS. DO NOT BURN, BURY OR SELL MATERIALS ON THE PROJECT SITE. AT

THE COMPLETION OF EACH WORK DAY, CLEAN THE ENTIRE WORK AREA AND LEAVE IN

A NEAT CONDITION FREE OF DEBRIS AND RUBBISH.

11 STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, TELECOMMUNICATION, AND

CIVIL DOCUMENTS PROVIDE ADDITIONAL DEMOLITION REQUIREMENTS. THE

CONTRACTOR IS RESPONSIBLE FOR ALL DOCUMENTS THAT MAY PROVIDE ADDITIONAL

DEMOLITION REQUIREMENTS BEYOND THOSE SPECIFICALLY INDICATED ON THE

ARCHITECTURAL DEMOLITION PLANS.

12 THROUGHOUT THE COURSE OF DEMOLITION ACTIVITIES, PATCH, REPAIR AND

PREPARE EXISTING EXPOSED SURFACES AND/OR ADJACENT MATERIAL AS REQUIRED

TO RECEIVE NEW FINISHES.

13 CAREFULLY REMOVE AND DELIVER TO THE OWNER ANY EXISTING FIRE

EXTINGUISHERS OR OTHER IDENTIFIED ITEMS FOUND WITHIN THE LIMIT OF

DEMOLITION ACTIVITIES.

14 THE OWNER RESERVES THE RIGHT TO REMOVE ITEMS SCHEDULED FOR DEMOLITION

PRIOR TO THE START OF DEMOLITION ACTIVITIES AND MAY CLAIM ANY ITEMS

REMOVED BY THE CONTRACTOR THROUGHOUT THE COURSE OF DEMOLITION.

1/8" = 1'-0"

DEMOLITION FLOOR PLAN

1/8" = 1'-0"

DEMOLITION REFLECTED CEILING PLAN

# Revisions Date

DEMOLITION LEGEND

D1 REMOVE EXISTING DOOR/FRAME AND ALL ASSOCIATED HARDWARE.

D2 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO INSTALL NEW DOOR.

COORDINATE WITH NEW CONSTRUCTION PLAN.

D3 REMOVE WINDOW, FRAME AND ALL ASSOCIATED HARDWARE.

D4 REMOVE PORTION OF EXISTING WALL AS REQUIRED TO INSTALL NEW DOOR.

COORDINATE WITH NEW CONSTRUCTION PLANS.

D5 REMOVE ACOUSTICAL CEILING TILE GRID SYSTEM, CEILING MOUNTED DEVICES,

LIGHT FIXTURES, AND ALL ASSOCIATED SUPPORT STRUCTURE.

D6 REMOVE PORTION OF ACOUSTICAL CEILING TILE GRID SYSTEM, CEILING MOUNTED

DEVICES, LIGHT FIXTURES, AND ALL ASSOCIATED SUPPORT STRUCTURE AS

REQUIRED TO INSTALL NEW CORRIDOR. COORDINATE WITH NEW CONSTRUCTION

PLANS.

D7 REMOVE FULL-HEIGHT PORTION OF EXISTING MASONRY WALL (CMU, BRICK

VENEER, FINISH BOARD AND COPING CAP) FOR NEW OPENING. COORDINATE

EXACT LOCATION WITH NEW CONSTRUCTION PLANS.

D8 REMOVE PORTION OF FURRED OUT PLASTER/GWB PARTITION, TO EXPOSE FIRE

RATED ENCLOSURE OF STAIRWAY, AS REQUIRED TO INSTALL COMPLETE 2-HR

ENCLOSURE. REFER TO NEW CONSTRUCTION PLANS.

D9 REMOVE PORTION OF GYPSUM BULKHEAD AS REQUIRED TO INSTALL NEW

FIRE-RATED PARTITION TO FLOOR DECK. REFER TO NEW CONSTRUCTION PLANS.

D10 REMOVE GWB/PLASTER CEILING AS REQUIRED TO REMOVE CEILING ITEMS.

COORDNIATE DEMOLITION WITH FIRE SUPPRESSION, MECHANICAL AND

ELECTRICAL DRAWINGS.

D11 REMOVE FLOORING TILE AS REQUIRED TO INSTALL NEW FLOORING AND WALLS.

REFER TO NEW CONSTRUCTION DOCUMENTS. TILE IN THIS AREA SHOULD BE

CONSIDERED POSITIVE FOR ASBESTOS AND REMOVED PER SPEC SECTION 028200.

D12 REMOVE EXISTING DOOR, FRAME AND ALL ASSOCIATED HARDWARE. THIS

DOOR/FRAME SHOULD BE CONSIDERED POSITIVE FOR ASBESTOS AND REMOVED

PER SPEC SECTION 028200.

D13 REMOVE FLOORING TILE AS REQUIRED TO INSTALL NEW FLOORING AND WALLS.

REFER TO NEW CONSTRUCTION DOCUMENTS.

1/4" = 1'-0"

EXTERIOR ELEVATION - DEMOLITION

1/4" = 1'-0"

EXTERIOR ELEVATION - DEMOLITION

STAIR

MECH ROOM

4A

TOILET

BREAK ROOM

ELEC

ELEC

CLEAN UTILITY

G005

SOILED UTILITY

G006

HVAC

G050

CORRIDOR

A101

P1

P1P1

M1

P1

P1

P1

M1

M1

2' - 10"

4' - 6"

C1

C2

C3

4"

C4

C4

EXTERIOR MECHANICAL

COURTYARD

A101

C5

C1

BREAK ROOM

HVAC

G050

CORRIDOR

TOILET

MECH ROOM

4A

STAIR

ELEC

ELEC

SOILED UTILITY

G006

ETR

ETR ETR

ETR

ETR ETR

ETR

R1

R3

R2

R4

ETR

R1

EXTERIOR MECHANICAL

COURTYARD

RC

FCU FCU

UH

R5

R6

LEVEL 01

0' - 0" RELOCATE CONDUIT AROUND

NEW DOOR OPENING.

NEW HOLLOW METAL FRAME AND

DOOR - REFER TO DOOR SCHEDULE.

INFILL WINDOW OPENING WITH

STONE VENEER TO MATCH EXISTING

VENEER SIZE. REPLACE EXISTING

CUT VENEER AT JOINT LOCATIONS.

SURFACE LIGHT

RECESSED LINEAR LIGHT

REFLECTED CEILING PLAN LEGEND

UPRIGHT SPRINKLER HEAD

PENDENT SPRINKLER HEAD

RECESSED SPRINKLER HEAD

CONCEALED SPRINKLER HEAD

EXISTING CEILING TO REMAINETR

WALL PACK LIGHT FIXTURE

ON LIFE SAFETY BRANCH -

REFER TO ELEC. DRAWINGS

LIGHT FIXTURE - REFER TO

ELECTRICAL DRAWINGS

LIGHT FIXTURE ON LIFE

SAFETY BRANCH - REFER TO

ELECTRICAL DRAWINGS

EXIT SIGN

RADIANT CEILING PANEL -

REFER TO MECH. DRAWINGSRC

FAN COIL UNT - REFER TO

MECH. DRAWINGSFCU

UNIT HEATER - REFER TO

MECH. DRAWINGS

UH

STAIR

MECH ROOM

4A

TOILET

BREAK ROOM

ELEC

ELEC

CLEAN UTILITY

G005

SOILED UTILITY

G006

HVAC

G050

CORRIDOR

LV

T-

E X

IS

T

LVT-1

EXIST

CONC

LVT-1

EXTERIOR MECHANICAL

COURTYARD

P-3

LVT-1

EXIST

LV

T-1

E X

IS

T

LVT-1

EXIST

LVT-1

EXIST

MODIFY AND RE-INSTALL

EXISTING COPING CAP AT

EACH SIDE OF OPENING.

EXISTING WALL FINISH AND

DECORATIVE JOINTS TO REMAIN.

REPAIR ANY DAMAGED

SURFACES FROM DEMOLTION

NEW OPENING

NEW SIDEWALK TO PUBLIC WAY

EXISTING MASONRY WALL. GROUT

CMU SOLID AT EACH SIDE OF

OPENING - REFER TO

STRUCTURAL DRAWINGS

EXISTING FINISHED WALL SURFACE

GALV. 1/4" BENT PLATE W/ 1/2"

DIAMETER x 4" LONG HEADED

STUD @ 24" O.C. - VERIFY DEPTH

OF WALL IN FIELD

4"

LVT FLOORING

EXISTING CONCRETE SLAB

SCHLUTER FLOOR PROFILE STRIP

VINPRO-U FROM 3MM TO CONCRETE,

BRUSHED CHROME FINISH.

DOOR WHERE OCCURS

CONCRETE OR EXISTING FLOORING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

OFFICE OF

CONSTRUCTION

AND FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseArchitect/Engineer of Record StampConsultant

321 4 5 6 7 8 9 10

Sprinkler Status

AE Works, LTD.

418 Beaver Street

Sewickley, PA 15143

Phone: 412-287-7333 www.ae-works.comAE WORKS®

B

IM

/V

L E

B -0

B u ild in g

E n tr a n c e E n c lo s u re /V

L E

B -0

A R

C H

-2

.r v t

/2

/2

:2

:5

P

M

A101

PLANS,ELEVATIONS AND FINISH SCHEDULE BUILDING 1 ENTRANCE ENCLOSURE

1700 S LINCOLN AVE, LEBANON, PA 17042

595-20-401

01.12.23 FS SB

BID DOCUMENTS

GENERAL CONSTRUCTION NOTES

1. PARTITION TYPES: UNLESS OTHERWISE NOTED, NEW PARTITIONS SHALL BE TYPE D1.

2. CONTRACTOR TO COORDINATE ALL BLOCKING FOR CASEWORK , ACCESSORIES, ETC.

3. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED

EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS, LIGHTING, OR OTHER

MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS.

4. REFER TO REFLECTED CEILING PLANS FOR THE CEILING TYPE AND HEIGHT.

COORDINATE HEIGHTS OF GYPSUM BOARD WITH CEILING HEIGHT AND WITH PARTITION

DETAILS SHOWN HERE.

5. REFER TO FINISH SCHEDULE, INTERIOR ELEVATIONS, AND ARCHITECTURAL

CASEWORK DETAILS FOR WALL FINISHES AND WALL MOUNTED ACCESSORIES TO

COORDINATE BLOCKING REQUIREMENTS.

6. PARTITION THICKNESS DIMENSIONS AS SHOWN ARE MINIMUM NOMINAL DIMENSIONS.

ACTUAL DIMENSIONS MAY DIFFER SLIGHTLY TO SUIT FIELD CONDITIONS.

7. PATCH AND REPAIR EXISTING CEILINGS AND WALLS DAMAGED DURING

CONSTRUCTION. PAINT TO MATCH EXISTING.

8. TAPE AND MUD JOINTS TO BE FLUSH WHERE NEW GYPSUM WALL BOARD MEETS

EXISTING GYPSUM BOARD.

1/8" = 1'-0"

NEW WORK PLAN

# Revisions Date

1/8" = 1'-0"

REFLECTED CEILING PLAN

1/4" = 1'-0"

EXTERIOR ELEVATION - NEW WORK

CONSTRUCTION KEYNOTES

C1 ALIGN GWB FACE OF NEW WALL WITH FACE OF EXISTING CORRIDOR WALL. SEAL JOINT.

C2 TERMINATE FIRE-RATED PARTITION INTO FACE OF EXISTING FIRE-RATED STAIRWAY WALL.

C3 INFILL DOOR OPENING WITH 3 5/8" METAL STUD AND 5/8" GWB.

C4 5'-0"H SECURITY GRILLE MOUNTED TO CONCRETE CURB WITH 2 1/2 "x 2 1/2" HHS POSTS. SEE

DETAIL ON A102.

C5 NEW OPENING IN EXISTING MASONRY WALL. SEE ELEVATION AND JAMB DETAIL ON THIS SHEET.

1/8" = 1'-0"

FINISH PLAN

FINISH LEGEND

TAG FINISH TYPE MANUFACTUERER SERIES PRODUCT NUMBER COLOR SIZE REMARKS

ACOUSTICAL CEILING TILE

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG CEILING LYRA HIGH CAC TEGULAR 8730PB WHITE 24" X 24" X 1" 15/16 PRELUDE GRID

LUXURY VINYL TILE

LVT-1 LUXURY VINYL TILE SHAW CONTRACT TERRAIN II 30 MIL 0892V THATCH 00173 6"X48" INSTALLATION: STAGGERED

PAINT

P-1 PAINT MAIN WALL PAINT EXTRA WHITE SW7006

P-2 PAINT CEILING PAINT CEILING BRIGHT WHITE SW7007

P-3 PAINT ACCENT WALL PAINT SMOKY AZURITE SW9148

RUBBER BASE

RB-1 RUBBER BASE TARKETT DURACOVE 4" BASE MOON ROCK 29 4"H

FINISH SCHEDULE

ROOM WALL FINISH FLOOR FINISH CEILING FINISH

REMARKSNUMBER NAME FINISH ACCENT FLOOR BASE CEILING

1 CORRIDOR P-1 LVT-1 RB-1 GWB/ P-2

2 STAIR ETR ETR ETR ETR

4A MECH ROOM ETR ETR ETR ETR

5 TOILET ETR ETR ETR ETR

6 BREAK ROOM P-1/ P-3 ETR ETR ETR/ ACT-1/ P-2

9 ELEC ETR ETR ETR ETR

10 ELEC ETR ETR ETR ETR

G006 SOILED UTILITY ETR ETR ETR ETR

G050 HVAC ETR ETR ETR ETR

REFLECTED CEILING PLAN KEYNOTES

R1 MODIFY EXISTING GRID AND CEILING TILE, AS REQUIRED TO INSTALL NEW FIRE-RATED

PARTITION.

R2 NEW 2'x 2' ACOUSTICAL CEILING TILE. MATCH EXISTING CEILING HEIGHT.

R3 PATCH AND REPAIR GWB BULKEAD, AS REQUIRED, AT NEW WALL. PAINT ENTIRE BULKHEAD TO

MATCH EXISTING FINSH.

R4 EXISTING BULKHEAD TO REMAIN.

R5 PATCH AND REPAIR CEILING AS REQUIRED TO MEET PRE-DEMOLITION CONDITIONS. PAINT TO

MATCH EXISTING CEILING.

R6 NEW 2-HR FIRE RATED CEILING MEMBRANE CONSTRUCTION IN CORRIDOR 1. REFER TO DETAIL A / A102.

1/4" = 1'-0"

EXTERIOR ELEVATION

1 1/2" = 1'-0"

MASONRY WALL JAMB

3" = 1'-0"

LVT/ CONCRETE OR EXISTING

F

DOOR PANEL TYPES

N

1'

0" 2'

1"

4" 6"

F1

2" SEE SCHEDULE 2"

SE

E

SC

H

ED

U

LE

2"

DOOR FRAME TYPES

STD. HM DOUBLE RABBET MASONRY

DOOR BUTT TYPE HEAD w/ FRAMING

HOLLOW METAL FRAME

MASONRY ANCHOR, INSERT AT

MASONRY JOINTS, TYP.

SCHEDULED DOOR

6"x8" SOLID PRECAST

CONCRETE LINTEL W/ (1) #3

TOP AND BOTTOM

CONTINUOUS SEALANT

AT EACH SIDE.

CONTINUOUS

SEALANT

H1

STD. HM DOUBLE RABBET MASONRY

DOOR BUTT TYPE HEAD w/ FRAMING

HOLLOW METAL FRAME

EXISTING MASONRY WALL

ANCHOR FRAME TO EXISTING

MASONRY WALL

SCHEDULED DOOR

EXISTING MASONRY HEADER

CONTINUOUS SEALANT

AT EACH SIDE.

CONTINUOUS SEALANT

H2

PATCH EXISTING WALL

FINISH, RETURN FINISH

TO JAMB

EXISTING WALL FINISH

ON INTERIOR SIDE OF

DOOR. REPAIR AND

REPAINT ANY DAMAGE

DUE TO FRAME

INSTALLATION.

5 7/8" 5 7/8"

SHIM AS REQUIRED

EXTERIOR HM DOUBLE RABBET MASONRY

DOOR BUTT TYPE HEAD w/ FRAMING

H3

STONE VENEER INFILL -

MATCH EXISTING

STEEL LINTEL - REFER TO

STRUCTRUAL DRAWINGS

MASONRY INFILL - MATCH

EXISTING WALL CONSTRUCTION

BACKER ROD AND

SEALANT - BOTH SIDES

SHIM AS REQUIRED

THERMALLY BROKE FRAME

STD. HM DOUBLE RABBET MASONRY

DOOR, BUTT TYPE JAMB w/ FRAMING

HOLLOW METAL FRAME

MASONRY UNIT, SEE PARTITION

TYPE FOR DETAILS

MASONRY ANCHOR, INSERT AT

MASONRY JOINTS, TYP.

SCHEDULED DOOR

GROUT JAMB SOLID

CONTINUOUS SEALANT AT

EACH SIDE

CONTINUOUS

SEALANT

2"

EQ

2"

EQ

J1

STD. HM DOUBLE RABBET MASONRY

DOOR, BUTT TYPE JAMB w/ FRAMING

HOLLOW METAL FRAME

ANCHOR FRAME TO EXISTING

MASONRY WALL

SCHEDULED DOOR

GROUT JAMB SOLID

CONTINUOUS SEALANT AT

EACH SIDE

CONTINUOUS

SEALANT

2"

EQ

2"

EQ

J2

EXISTING MASONRY WALL WITH WALL

FINISH ON INTERIOR SIDE OF DOOR.

REPAIR AND REPAINT ANY DAMAGE

DUE TO FRAME INSTALLATION.

PATCH EXISTING

WALL FINISH,

RETURN FINISH TO

JAMB

EXTERIOR HM DOUBLE RABBET MASONRY

DOOR, BUTT TYPE JAMB w/ FRAMING

J3

THERMALLY BROKE

FRAME

MASONRY ANCHOR, INSERT

AT MASONRY JOINTS, TYP.

SCHEDULED DOOR

CONTINUOUS

SEALANT

BACKER ROD AND

SEALANT - BOTH

SIDES

MASONRY INFILL - MATCH

EXISTING WALL

CONSTRUCTION, GROUT SOLID

STONE VENEER INFILL -

MATCH EXISTING

1 5/8" METAL STUD

@ 16" O.C MAX

5/8" GYPSUM BOARD

BASE

PLAN

HEAD

SCHED CEILING, REF RCP

TYPE M - FULL HT. MASONRY PARTITION

UNDERSIDE OF

STRUCTURE

CMU - REFER TO FRAMING SIZE IN

SCHEDULE BELOW

2 x 2 x 3/16 ANGLE BRACE @ 4'-0" O.C. MAX.

BOLTED OR WELDED TO CONNECTION ANGLES

BOND BEAM W/

(1) #5 BAR CONT.

TOP OF WALL

+8-0" A.F.F.

2 HOUR FIRE-RATED CEILING MEMBRANE

EVALUATION # AER-09038 - SEE DETAIL 1

ON THIS SHEET.

3 X 3 X 3/16 ANGLE W/ (2) 1/2" DIAM.

HILTI KWIK HUS-EZ SCREW ANCHORS,

MIN. 2.5" EMBED. INTO EXIST. CONC. SLAB

3 X 3 X 3/16 ANGLE W/ (1) 1/2" DIAM. HILTI

HAS THREADED ROD ANCHOR, MIN. 2.5"

EMBED. INTO BOND BEAM

TYPE P - FULL HT. MASONRY PARTITION

BASE

PLAN

HEAD

CMU - REFER TO FRAMING SIZE IN

SCHEUDLE BELOW

UNDERSIDE OF STRUCTURE

2 1/2" MTL STUD FR - REF TO SPEC

FOR SPACING & WIDTH

(1) LAYER 5/8" TYPE "X" GYP BD

STEEL TRACK, FASTEN 2'-0" OC MAX

WALL BASE & FLOOR FIN - AS

SCHEDULED

SCHED CEILING, REF RCP

TOP OF WALL

+8'-0" A.F.F.

2 HOUR FIRE-RATED CEILING

MEMBRANE EVALUATION #

AER-09038 - SEE DETAIL 1 ON

THIS SHEET.

2 x 2 x 3/16 ANGLE BRACE @ 4'-0" O.C. MAX.

BOLTED OR WELDED TO CONNECTION ANGLES

BOND BEAM W/ (1) #5 BAR CONT.

3 X 3 X 3/16 ANGLE W/ (2) 1/2"

DIAM. HILTI KWIK HUS-EZ SCREW

ANCHORS, MIN. 2.5" EMBED. INTO

EXIST. CONC. SLAB

3 X 3 X 3/16 ANGLE W/ (1)

1/2" DIAM. HILTI HAS

THREADED ROD ANCHOR,

MI…