Addendum 1 - IFB24-001-LuterFootballConcession.pdf

PDF 47 MB Posted Mar 19, 2024

Attached to: Joseph W. Luter, Jr. Sports Complex Football Concession Building
Solicitation number: 59811
Issued by: Greensville County, Virginia

About this file

Written by GovTribe AI · Aug 21, 2024

This document is Addendum 1 to the Invitation for Bids (IFB) for the construction of a two-story concession, bathroom, and office building at the Joseph W. Luter, Jr. Sports Complex in Isle of Wight County, Virginia. The project is generally described as the construction of this new facility located at the football field. The addendum provides clarification on the bid submission requirements, including the deadline of April 15, 2023 at 2:00 PM local time. It also notes that a mandatory pre-bid conference was held on March 30, 2023 and the sign-in sheet is included as an attachment. The contract award is anticipated to be made on May 1, 2023.

The addendum does not appear to provide any additional details on pricing terms, set asides, incumbent contractors, funding sources, or other salient commercial information. It focuses solely on administrative clarifications to the bidding process for this construction project in Isle of Wight County, Virginia.

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Other files

File	Type	Posted
LuterFootballConcession - CivilBidSet.pdf	PDF	Mar 19, 2024
LuterFootballConcession - ArchBidSet.pdf	PDF	Mar 19, 2024
Joseph W Luter Jr Sports Complex Football Concession Building.pdf	PDF	Mar 19, 2024
Addendum 1 - IFB24-001-LuterFootballConcession.pdf	PDF	Mar 19, 2024
Joseph W Luter Jr Sports Complex Football Concession Building.pdf	PDF	Mar 19, 2024

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kimley-horn.com 4525 Main Street, Suite 1000, Virginia Beach, VA 23462 757 213 8600

March 19, 2024

RE: Bid Addendum #1 – Joseph W. Luter, Jr. Sports Complex Luter Football Concession Building (IFB 24-001), Town of Smithfield, Virginia

Dear Bidders, In response to bid request for information (RFI) received by 3/18/2024 at 2PM, we offer the following responses. Included in this Bid Addendum #1 are the following items:

l Response to Bid RFIs below l Revised Architectural and MEP plans with revisions clouded l As-Built drawings l Irrigation Shop Drawing from original design

Summary of provided plan revisions are below:

l Toilet plumbing schedule update to show low-flow, floor-mounted, flush valve toilets l Water service piping updated to reflect this change.

l Paper towel dispensers in water closets removed and replaced with hand dryers.

l All plumbing fixtures clarified to be touchless faucets, toilets, and hand dryers within the water closets.

Bid RFIs

1. When does the awarding authority intend on issuing a notice to proceed?

l The awarding authority intends on issuing notice to proceed within the timeline prescribed in the front end contract documents.

2. Currently the plumbing fixture schedule and the water piping isometric shows the P-1 toilets, tank type low flow, being supplied by 1” cold water connection. Flush tanks are typically supplied with 1/2" water lines. Water closets with flush valves are typically 1”. Can we use 1/2” water supply for the scheduled toilets or will 1” be required.

l The revised architectural and MEP plans noted as Revision 1 “Owner Change” and dated 3/18/2024, updated the water supply piping and clarified piping sizes required with the revised Plumbing Fixture Schedule on Sheet P-1.

3. The Musco light control box is mounted on the service rack to be relocated, should the relocation of the Musco lighting circuits and box be relocated by Musco or their designated contractor?

l This work has been confirmed with Musco that it may be performed by the project Contractor or their designated Sub-contractor. Prior to commencement of electric panel relocation, the Contractor shall coordinate with Musco Lighting Control Link at (877) 347-3319 to inform them

IFB 24-001 – Bid Addendum #1, 3/19/2023, Page 2 that the service will be down and for what duration. For specific information on the existing Musco panel installation, the Contractor may coordinate with the local electrical contractor that installed the system for Musco (Randy Branham) at (757) 435-5619 or by email at randy@branhamelectriccopr.com or Joe Forche with Musco at (804)-385-8950 or by email at Joe.Forche@Musco.com

4. The existing rack contained sprinkler control valves, can you provide us with a drawing showing the existing irrigation system and head locations? Who maintains the existing system, and can you provide with their contact information or will the owner relocate the irrigation system.

l Prior to commencement of sprinkler control valves and pump control panel relocation, the Contractor shall coordinate with Chris Hewitt (Town of Smithfield) and Montgomery Irrigation for relocation of the irrigation sprinkler control valves. The contact for Montgomery Irrigation is Chris Baber at (804) 292-5876 or by email at cbaber@montgomeryirrigation.com. The shop drawing for the existing irrigation system is attached to this Bid Addendum #1. Note this drawing is not an as-built and actual field conditions may vary from those shown in this plan. It will be the Contractors responsibility to relocate any portion of the existing irrigation system as part of this project.

Chris Hewitt Park Maintenance Supervisor

Town of Smithfield 757-641-2053 chewitt@smithfieldva.gov

5. The existing Wi-Fi system is also mounted on the rack, will the relocation of this system and associated cable be handled by the owner, do you have contact information for the responsible party for the system?

l Prior to commencement of relocation of the panel, the Contractor shall coordinate with Amy Novak (Town of Smithfield) and the Town’s IT department to relocate the Wi-Fi service. This work will be completed exclusively by the Town’s internal IT team.

Amy Musick Novak, CPRP Director, Smithfield Parks and Recreation

Work (757) 356-9939 anovak@smithfieldva.gov

6. Are there any as-built drawings showing the underground cable routing for the system mounted on the service rack to be relocated.

l Available As-Built drawings have been included with this Bid Addendum #1.

IFB 24-001 – Bid Addendum #1, 3/19/2023, Page 3

7. Will appliances be Contractor procured.

l All Appliances for the concession area of the building will be owner provided and contractor installed.

All bidders are reminded to acknowledge this addendum on the Bid Form. Please contact me at (757) 355-6686 or Greg.Schmitt@kimley-horn.com should you have any questions or desire additional information.

Sincerely, KIMLEY-HORN

Greg Schmitt, P.E.

Project Engineer

CVR

www.jamesriverarchitects.com

DRAWN BY:

CHECKED BY:

dkw ram

T M

COVER

R C

O N

N B

09/22/23

DESCRIPTIONISSUE DATE

CON DOCSCD

3/18/24

PROJECT NO: 549-23

, V A

9/22/2023

REVISION 1 - OWNER CHANGESREV-1

ARCHITECT:

JAMES RIVER ARCHITECTS

R. ANDERSON MOBERG, AIA, NCARB, LEED Green Associate

11832 ROCK LANDING DRIVE

SUITE 304

NEWPORT NEWS, VA 23606-4278

(757)-595-5504 rmoberg@jamesriverarchitects.com

PLUMBING & MECHANICAL ENGINEER:

INFINITY DESIGN GROUP, INC.

732 THIMBLE SHOALS BLVD.

SUITE 604

NEWPORT NEWS, VA 23606

757-877-9833 idg@idginc.org

ELECTRICAL ENGINEER:

ROACH CONSULTING ENGINEERS, P.C.

201 COLLEGE PLACE

SUITE 109B

NORFOLK, VA 23510

757-627-9250 roachconsultingengineers.com

CVR

A0.0

A0.1

A1.0

A1.1

A1.2

A2.0

A3.0

A3.1

A4.0

A5.0

P-1

P-2

M-1

M-2

M-3

M-4

E0.1

E1.0

E2.1

COVER

BLDG. CODE DATA, LEGENDS, NOTES AND ABBREVIATIONS

DOOR AND WINDOW SCHEDULES AND TYPES

FOUNDATION PLAN AND DETAILS

FLOOR PLANS

ROOF PLAN, FRAMING PLAN AND NOTES

EXTERIOR ELEVATIONS

BUILDING SECTIONS AND DETAILS

WALL SECTIONS AND DETAILS

REFLECTED CEILING PLANS

INTERIOR ELEVATIONS

PLUMBING SCHEDULES, NOTES AND DETAILS

PLUMBING PLANS, NOTES, ISOMETRICS AND DETAILS

MECHANICAL NOTES AND DETAILS

MECHANICAL FLOOR PLANS

MECHANICAL PIPING PLANS, NOTES AND DETAILS

MECHANICAL SCHEDULES AND CALCULATIONS

ELECTRICAL LEGEND, NOTES AND SCHEDULES

ELECTRICAL PLAN

ELECTRICAL SPECIFICATIONS

THE GENERAL SCOPE OF WORK IS FOR THE CONSTRUCTION OF

A BRICK, CMU AND WOOD STUD FRAMED CONCESSION STAND

BUILDING WITH TOILETS, MEETING SPACE AND STORAGE.

SCOPE OF WORK

CONDITIONED SQUARE FOOTAGE

FIRST FLOOR 616 S.F.

SECOND FLOOR 616 S.F.

TOTAL CONDITIONED S.F. 1,232 S.F.

UNCONDITIONED SQUARE FOOTAGE

COVERED PATIOS — S.F.

SUBTOTAL UNCONDITIONED S.F. — S.F.

TOTAL S.F. (CONDITIONED & UNCONDITIONED) — S.F.

ADDRESS: 900 WEST MAIN STREET, SMITHFIELD, VIRGINIA.

APPLICABLE CODES:

1. 2018 VIRGINIA CONSTRUCTION CODE

2. 2018 VIRGINIA PLUMBING CODE

3. 2018 VIRGINIA MECHANICAL CODE

4. 2018 VIRGINIA FUEL GAS CODE

5. 2018 VIRGINIA FIRE CODE

7. 2017 NATIONAL ELECTRICAL CODE

8. 2018 VIRGINIA ENERGY CONSERVATION CODE

9. 2009 ICC/ANSI A-117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

IECC CLIMATE ZONE: 4

BUILDING AREA: 613 SF PER FLOOR

OCCUPANCY CLASSIFICATION: B BUSINESS

BUILDING OCCUPANCY:

OCCUPANCY: 5 PERSONS PER FLOOR (VCC TABLE 1004.5).

CONSTRUCTION TYPE: V-B, COMBUSTIBLE UNPROTECTED.

FIRE SPRINKLER PROTECTION: NONE.

MAXIMUM ALLOWABLE HEIGHT: 2 STORIES, 55 FEET.

ACTUAL HEIGHT: 2 STORIES, 19'-4" TO AVERAGE ROOF HEIGHT

NUMBER OF EXITS REQUIRED: ONE PER STORY (VCC TABLE 1006.3.3(2).

SEPARATE TOILET FACILITIES REQUIRED FOR EACH GENDER:

YES, VIRGINIA PLUMBING CODE 403.2.

ALL TOILET FACILITIES MUST MEET ACCESSIBILITY STANDARDS.

WATER CLOSETS:

REQUIRED: 2 PROVIDED: 4

LAVATORIES:

REQUIRED: 2 PROVIDED: 4

DRINKING FOUNTAINS:

REQUIRED: 1 PROVIDED: 1

SERVICE SINKS:

REQUIRED: 1 PROVIDED: 1

GENERAL LIFE SAFETY (PER VCC CHAPTER 10 )

MAX. TRAVEL DISTANCE = 200'-0"

COMMON PATH OF TRAVEL = 75'-0"

MINIMUM CLEAR OPENING OF EXIT DOORS = 32"

DESCRIPTIONISSUE DATE SHEETS REFERENCED

SITE MAP

LUTER CONCESSION BUILDING

PROJECT TEAM

900 WEST MAIN STREET, SMITHFIELD VA, 23340

SHEET INDEX:

CODES REFERENCED AREA CALCULATIONS REVISION SCHEDULE

3/18/2024 REVISION 1 - OWNER CHANGESREV-1 A5.0, P-1, E0.1, E1.0

A0.0 www.jamesriverarchitects.com

DRAWN BY:

CHECKED BY:

dkw ram

T M

BLDG. CODE

DATA, LEGENDS,

NOTES AND

ABBREVIATIONS

R C

O N

N B

09/22/23

DESCRIPTIONISSUE DATE

CON DOCSCD

3/18/24

PROJECT NO: 549-23

, V A

9/22/2023

REVISION 1 - OWNER CHANGESREV-1

SLOPE

M.B.S.L

0" +6"

FEC

ELEC

ROOF

+2"

A3.1

A2.1

4 A1.1

14'-0" T/DECK (412.12')

DOOR TAG

WINDOW TAG

PARTITION TYPE

INTERIOR ELEVATION TAG

BUILDING/WALL SECTION

ENLARGED PLAN/DETAIL

BUILDING ELEVATION MARKER

SLOPING PLANE/SURFACE

BUILDING ELEVATION

(412.12') = TIES TO

CIVIL ELEVATIONS

REVISION BUBBLE

KEY NOTE/ DEMO NOTE

ROOM LABEL / ROOM

CEILING HEIGHT

FLOOR ELEVATION CHANGE

SPECIFIC DETAIL

RETURN AIR GRILLE

PROPERTY LINE

MINIMUM BUILDING

SETBACK LINE

SPOT ELEVATION

RAG

BATH

H : 8'-0"

FIRE EXTINGUISHER CABINET

ELECTRIC PANEL

EXISTING WALL

DEMO WALL

NEW WALL

(HATCH WILL VARY)

NEW DOOR

EXISTING DOOR

FOOTING TAGF1

FLOOR DRAINF.D.

A3.1

FRAMING INDICATOR

F.E.

FIRE EXTINGUISHER

REVISION TAG

CONCRETE BLOCK/MASONRY

BRICK VENEER

STEEL/METAL

PLYWOOD DECKING

RIGID INSULATION BOARD / STRUCTURAL

INSULATED SHEATHING (SIS)

BATT INSULATION

SPRAY FOAM INSULATION

GLASS/MIRROR

GYPSUM BOARD/CAST STONE

CONCRETE

COMPACTED GRAVEL FILL

EARTH

FINISH WOOD

ROUGH FRAMING - CONTINUOUS

ROUGH FRAMING - NON-CONTINUOUS

LAMINATED VENEER LUMBER

ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

ACP ACOUSTIC CELING PANEL

ADJ. ADJACENT

AFF. ABOVE FINISHED FLOOR

ALUM. ALUMINIUM

ALT. ALTERNATE

ANOD. ANODIZED

APP. APPROXIMATE

ARCH. ARCHITECTURAL

BLDG. BUILDING

BRG. BEARING

B.O. BOTTOM OF

CAB. CABINET

C.F. CUBIC FEET

CIP. CAST IN PLACE

C.J. CONTROL JOINT

C.L. CENTER LINE

CLG. CEILING

CLO. CLOSET

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONST. CONSTRUCTION

CONT. CONTINUOUS

COORD. COORDINATE

CORR. CORRUGATED

CPT. CARPET

C.T. CERAMIC TILE

DEMO. DEMOLITION

D.F. DRINKING FOUNTAIN

DIAM. DIAMETER

DIM. DIMENSION

DN. DOWN

D.S. DOWN SPOUT

DTL. DETAIL

DWG. DRAWING

E.J. EXPANSION JOINT

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EMERG. EMERGENCY

ENG. ENGINEERED

EQ. EQUAL

EQUIP. EQUIPMENT

EST. ESTIMATE

E.F. EXHAUST FAN

EWC ELECTRIC WATER COOLER

EX. EXISTING

EXT. EXTERIOR

F.A. FIRE ALARM

F.D. FLOOR DRAIN

FDN. FOUNDATION

F.E. FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FFE FINISH FLOOR ELEVATION

FG. FIBERGLASS

FLR. FLOOR

F.O. FACE OF

FTG. FOOTING

F.V. FIELD VERIFY

GA. GAUGE

G.C. GENERAL CONTRACTOR

GALV. GALVANIZED

GYP. GYPSUM

GWB GYPSUM WALL BOARD

H.B. HOSE BIB

H.C. HOLLOW CORE

HDWE. HARDWARE

HDR. HEADER

H.M. HOLLOW METAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HORIZ. HORIZONTAL

HT. HEIGHT

HVAC HEATING VENTILATION AIR CONDITIONING

H.W. HOT WATER

I.G. INSULATED GLASS

INT. INTERIOR

JT. JOINT

KIT. KITCHEN

LAM. LAMINATE

LAV. LAVATORY

L.H. LEFT HAND

MAX. MAXIMUM

MECH. MECHANICAL

MIN. MINIMUM

MFR. MANUFACTURER

MISC. MISCELLANEOUS

M.O. MASONRY OPENING

NIC NOT IN CONTRACT

NOM. NOMINAL

NTS NOT TO SCALE

O.C. ON CENTER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFOI OWNER FURNISHED OWNER INSTALLED

O.H. OPPOSITE HAND

OPP. OPPOSITE

P.C. PRECAST

PL. PLATE

PEMB PRE-ENGINEERED METAL BUILDING

P.LAM. PLASTIC LAMINATE

PLBG. PLUMBING

POS. POSITIVE

P.T. PRESSURE TREATED

Q.T. QUARRY TILE

QTY. QUANTITY

RCP REFLECTED CEILING PLAN

R.D. ROOF DRAIN

REBAR. REINFORCING BAR

REINF. REINFORCING/REINFORCED

REQ. REQUIRED

R.H. RIGHT HAND

RM. ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

S.C. SOLID CORE

SCHED. SCHEDULE

SIM. SIMILAR

SPEC. SPECIFICATION

SQ. SQUARE

SS. STAINLESS STEEL

STD. STANDARD

STOR. STORAGE

STL. STEEL

SYM. SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T.O. TOP OF

T.O.C. TOP OF CURB

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TRANS. TRANSPARENT

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITE TILE

V.T. VINYL TILE

VWB VINYL WALL BASE

W.B. WOOD BASE

WD. WOOD

WIN. WINDOW

W.P. WATER PROOFING

W.S. WATER STOP

W.H. WATER HEATER

GENERAL NOTES

1. PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICABLE CODES,

REGULATIONS, ORDINANCES AND STANDARDS OF THE LOCAL BUILDING CODE

AUTHORITY. DIRECT ALL QUESTIONS REGARDING SUCH COMPLIANCE TO THE

ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK IN

QUESTION.

2. THE CONTRACTOR SHALL OBTAIN AND PAY FEES FOR ALL NECESSARY PERMITS,

LICENSES, CERTIFICATES, TESTING, ETC.

3. THE CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND SHALL

BRING CONFLICTS AND/OR QUESTIONS TO THE ATTENTION OF THE ARCHITECT

FOR RESOLUTION PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

4. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE

INSPECTION OF ALL EXISTING CONDITIONS PRIOR TO SUBMITTAL OF A PROPOSAL.

SUBMITTAL OF A PROPOSAL SHALL BE CONSIDERED CONFIRMATION THAT SUCH

INSPECTION HAS BEEN MADE, AND NO FURTHER COMPENSATION SHALL BE DUE

THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM

SUCH INSPECTION.

5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE.

6. WARRANTY ALL MATERIALS AND LABOR FOR A PERIOD OF ONE YEAR FROM THE

DATE OF SUBSTANTIAL COMPLETION. REPAIR OR REPLACE ALL WORK THAT IS

DISCOVERED TO BE DEFECTIVE DURING THAT PERIOD.

7. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES.

8. THE CONTRACTOR SHALL PERFORM CUTTING AND PATCHING FOR ALL TRADES,

CONFIRM LOCATIONS OF STRUCTURAL MEMBERS PRIOR TO CUTTING HOLES IN

FLOORS OR ROOFS. DO NOT CUT HOLES IN STRUCTURAL MEMBERS BEFORE

OBTAINING WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER OF

RECORD.

9. CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF ALL

STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING WORK PRIOR TO

FRAMING OR CUTTING FOR INSTALLATION.

10. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY

11. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR

PROVIDES A COMPLETE, FUNCTIONING PROJECT INCLUDING ALL GENERAL,

MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED TO FULFILL THAT

INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,

REGARDLESS OF WHETHER OR NOT SHOWN ON THE DRAWINGS.

12. WRITTEN DIMENSIONS GOVERN. DO NOT SCALE DRAWINGS. NOTIFY THE

ARCHITECT IN THE EVENT THAT REQUIRED DIMENSIONS ARE NOT GIVEN.

13. ITEMS FURNISHED BY THE OWNER BUT INSTALLED BY THE CONTRACTOR ARE

NOTED "OFCI". CONTRACTOR SHALL INCLUDE COSTS FOR INSTALLATION ONLY IN

THEIR PROPOSAL.

14. ITEMS FURNISHED AND INSTALLED BY THE OWNER ARE NOTED "OFOI".

CONTRACTOR SHALL NOT INCLUDE COSTS FOR FURNISHING OR INSTALLATION IN

HIS PROPOSAL.

15. ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY THE

CONTRACTOR ARE NOTED "NIC".

16. "ALIGN" AS USED IN THESE DOCUMENTS, MEANS TO ALIGN THE FINISHED FACE OF

THE ELEMENTS IN THE SAME PLANE, EITHER IMMEDIATELY ADJACENT TO ONE

ANOTHER OR ACROSS AN OPENING.

17. "SIMILAR" OR "SIM", AS USED IN THESE DOCUMENTS MEANS THAT THE ITEM OR

DETAIL REFERENCED IS SUBSTANTIALLY THE SAME AS THE ITEM OR DETAIL BEING

REFERRED TO, WITH MINOR VARIATIONS THAT DO NOT AFFECT FUNCTION OR

APPEARANCE.

18. "TYPICAL" OR "TYP", AS USED IN THESE DOCUMENTS MEANS THAT THE ITEM OR

DETAIL REFERENCED IS THE SAME FOR ALL CONDITIONS OF A SIMILAR NATURE

THROUGHOUT THE PROJECT, UNLESS NOTED OTHERWISE.

19. "OPPOSITE HAND" OR "O.H." AS USED IN THESE DOCUMENTS MEANS THAT THE

ITEM OR DETAIL REFERENCED IS THE SAME AS THE REFERENCED ITEM OR DETAIL

EXCEPT THAT IT IS EXACTLY OPPOSITE (MIRRORED) IN ORIENTATION.

20. DIMENSIONS ARE SHOWN FROM THE EXTERIOR WALL FACE OF STUD, OR FACE OF

BRICK, TO THE INTERIOR FACE OF STUD. IN EXISTING BUILDING PROJECTS,

DIMENSIONS ARE SHOWN TO THE FACE OF THE EXISTING WALL SURFACE.

21. ALL ANGLES SHALL BE ASSUMED TO BE 90° OR 45°, UNO.

22. DO NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS. DRAWINGS ARE

INTERRELATED.

21. THE CONTRACTOR SHALL SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,

SPECIAL SYSTEMS, AND MECHANICAL ELECTRICAL AND PLUMBING SYSTEMS

(INCLUDING FIRE PROTECTION SYSTEMS) WHEN REQUIRED BY M.E.P.

CONSULTANT'S DOCUMENTS. SUBMIT ELECTRONIC PDF OF ALL SHOP DRAWINGS

FOR REVIEW AND APPROVAL. REVIEWED DOCUMENTS WILL BE COPIED TO THE

OWNER, ARCHITECT, ENGINEERS, AN GC.

23. THE CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR DOOR AND FRAMES,

HARDWARE AND TOILET ACCESSORIES. SUBMIT ELECTRONIC PDF COPIES OF ALL

DATA FOR REVIEW AND APPROVAL. REVIEWED DOCUMENTS WILL BE COPIED TO

THE OWNER, ARCHITECT, ENGINEERS, AND GC.

23. BY ENTERING INTO A CONSTRUCTION CONTRACT WITH THE OWNER, THE

CONTRACTOR AGREES TO ABIDE BY THE TERMS AND REQUIREMENTS OF THESE

WRITTEN SPECIFICATIONS AND PROJECT DRAWINGS, INCLUDING BUT NOT

LIMITED TO, ALL SUBSEQUENT DRAWING UPDATES, NOTES, SKETCHES, PROJECT

FIELD REPORTS AND PUNCH LISTS.

24. WRITTEN SPECIFICATIONS ARE INTENDED TO REPRESENT GENERAL STANDARDS

OF QUALITY EXCEPT WHERE SPECIFIC MANUFACTURERS PRODUCTS ARE NOTED.

PROJECT OWNER MAY OPT TO MODIFY CONTRACT SPECIFICATIONS FOR

PREFERENTIAL AND/OR BUDGETARY REASONS. MODIFICATIONS OF THESE

DOCUMENTS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO

COMPLY WITH ALL JURISDICTIONAL REQUIREMENTS FOR THE PROJECT.

25. THESE CONSTRUCTION DOCUMENTS MAY BE SUBJECT TO INTERPRETATION AND

MAY OR MAY NOT LACK INFORMATION NECESSARY TO PROVIDE A TURN-KEY

PROJECT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL

REMAINING DETAILING, SCOPE OF WORK AND CONSTRUCTION INFORMATION

WITH THE OWNER AND ARCHITECT.

26. WHERE SUBSTITUTIONS ARE SUBMITTED, IT IS STRONGLY RECOMMENDED THAT THE

GC AND OWNER CONSULT WITH THE ARCHITECT TO VERIFY THE APPLICABILITY OF

THE SUBSTITUTION RELATIVE TO THE DESIGN INTENT AND LONG-TERM

PERFORMANCE OF THE INSTALLATION.

27. UNFORSEEN CONDITIONS ARE CONSIDERED HIDDEN IF STRUCTURAL CONDITIONS

ARE CONCEALED IN SUCH A WAY THAT IT CANNOT BE INVESTIGATED BY REASONABLE

VISUAL OBSERVATION. IF SUCH CONDITIONS EXIST, THE CLIENT AND THE GC SHALL BE

NOTIFIED AND SHALL AUTHORIZE AND PAY FOR ALL COST ASSOCIATED WITHT THE

INVESTIGATION AND/OR CORRECTION OF SUCH CONDITIONS. SHOULD ANY SUCH

CONDITION BE DISCOVERED DURING THE CONSTRUCTION PROCESS, THE DESIGN

TEAM SHALL BE NOTIFIED AND SHALL RESPOND TO THE CONDITION IN A REASONABLE

AMOUNT OF TIME, IN ACCORDANCE WITH THE TERMS OF THEIR AGREEMENT.

28. SHOULD CONSTRUCTION PHASE SERVICES BE LIMITED IN ANY WAY, THE CLIENT SHALL

ASSUME ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS

AND FOR CONSTRUCTION OBSERVATION AND SUPERVISION AND WAIVES ALL CLAIMS

AGAINST THE ARCHITECT AND ALL CONSULTANTS CONTRACTED UNDER THE

ARCHITECT'S AGREEMENT, WITH EXCEPTION OF CLAIMS ARISING FROM THE SOLE

NEGLIGENCE OR WILLFUL MISCONDUCT OF THE ARCHITECT.

ADDRESS: 900 WEST MAIN STREET, SMITHFIELD, VIRGINIA.

APPLICABLE CODES:

1. 2018 VIRGINIA CONSTRUCTION CODE

2. 2018 VIRGINIA PLUMBING CODE

3. 2018 VIRGINIA MECHANICAL CODE

4. 2018 VIRGINIA FUEL GAS CODE

5. 2018 VIRGINIA FIRE CODE

7. 2017 NATIONAL ELECTRICAL CODE

8. 2018 VIRGINIA ENERGY CONSERVATION CODE

9. 2009 ICC/ANSI A-117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

IECC CLIMATE ZONE: 4

BUILDING AREA: 613 SF PER FLOOR

OCCUPANCY CLASSIFICATION: B BUSINESS

BUILDING OCCUPANCY:

OCCUPANCY: 5 PERSONS PER FLOOR (VCC TABLE 1004.5).

CONSTRUCTION TYPE: V-B, COMBUSTIBLE UNPROTECTED.

FIRE SPRINKLER PROTECTION: NONE.

MAXIMUM ALLOWABLE HEIGHT: 2 STORIES, 55 FEET.

ACTUAL HEIGHT: 2 STORIES, 19'-4" TO AVERAGE ROOF HEIGHT

NUMBER OF EXITS REQUIRED: ONE PER STORY (VCC TABLE 1006.3.3(2).

SEPARATE TOILET FACILITIES REQUIRED FOR EACH GENDER:

YES, VIRGINIA PLUMBING CODE 403.2.

ALL TOILET FACILITIES MUST MEET ACCESSIBILITY STANDARDS.

WATER CLOSETS:

REQUIRED: 2 PROVIDED: 4

LAVATORIES:

REQUIRED: 2 PROVIDED: 4

DRINKING FOUNTAINS:

REQUIRED: 1 PROVIDED: 1

SERVICE SINKS:

REQUIRED: 1 PROVIDED: 1

GENERAL LIFE SAFETY (PER VCC CHAPTER 10 )

MAX. TRAVEL DISTANCE = 200'-0"

COMMON PATH OF TRAVEL = 75'-0"

MINIMUM CLEAR OPENING OF EXIT DOORS = 32"

900 WEST MAIN STREET SMITHFIELD VA 23340

SYMBOL LEGENDMATERIAL LEGEND:

LUTER CONCESSION BUILDING BUILDING CODE DATA

A0.1 www.jamesriverarchitects.com

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DOOR AND

WINDOW

SCHEDULES AND

TYPES

R C

O N

N B

09/22/23

DESCRIPTIONISSUE DATE

CON DOCSCD

3/18/24

PROJECT NO: 549-23

, V A

9/22/2023

REVISION 1 - OWNER CHANGESREV-1

HARDWARE

GENERAL HARDWARE NOTES

1. ALL HARDWARE TO BE ADA COMPLIANT

2. HARDWARE CRITERIA

HINGES: BHMA A156.1.

SURFACE CLOSERS: BHMA A156.4

LOCKSETS: USE PRODUCTS EQUAL TO SARGENT 10-LINE, WITH

INTERCHANGEABLE CORES.

HARDWARE SETS

HW-1: 6 STAINLESS STEEL HINGES NRP, FLUSH BOLTS IN INACTIVE LEAF, CLASSROOM

LOCKSET IN ACTIVE LEAF, 2 SURFACE OVERHEAD STOPS, ASTRAGAL, THRESHOLD,

WEATHER SEALS.

HW-2: 3 STAINLESS STEEL BALL BEARING HINGES, CLOSER, PRIVACY LATCH, AUXILIARY

LOCK (CYLINDER ON OUTSIDE, NO FUNCTION ON INSIDE), KICK PLATE, THRESHOLD,

WEATHER SEALS.

HW-3: 3 STAINLESS STEEL BALL BEARING HINGES, STOREROOM LOCKSET, SURFACE

OVERHEAD STOP, THRESHOLD, WEATHER SEALS.

HW-4: 3 STAINLESS STEEL BALL BEARING HINGES NRP, CLASSROOM LOCKSET, CLOSER,

RAIN DRIP, THRESHOLD, WEATHER SEALS.

HW-5: 3 HINGES, CLASSROOM LOCKSET, MOP PLATE, SURFACE OVERHEAD STOP.

HW-6: ALL HARDWARE BY SHUTTER MANUFACTURER.

GEN OPENING

1. THE ARCHITECT, CONTRACTOR AND OWNER-APPROVED WINDOW AND DOOR

VENDOR(S) SHALL CHECK, COORDINATE AND APPROVE THE WINDOW AND

DOOR SCHEDULES, ELEVATIONS AND VENDOR PROPOSAL(S) PRIOR TO

PLACING THE DOOR AND WINDOW ORDER(S).

2. ANY ALTERNATES, SUBSTITUTIONS OR VARIATIONS TO THESE SCHEDULES

SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER

PRIOR TO PLACING ANY ORDERS.

3. DOOR AND WINDOW VENDOR(S) SHALL BE RESPONSIBLE FOR ALL

APPLICABLE CODE COMPLIANCE OF THEIR PROPOSED PRODUCTS BASED ON

THE DESIGN CRITERIA DESIGNATED IN THESE DOCUMENTS.

4. IT IS RECOMMENDED THAT ALL DOORS AND WINDOWS BE INSTALLED BY THE

APPLICABLE DOOR AND WINDOW VENDOR. SHOULD THE GENERAL

CONTRACTOR PROVIDE FOR INSTALLATION BY ANY OTHER MEANS, THE G.C.

SHALL BECOME RESPONSIBLE FOR ANY AND ALL PROBLEMS OR ISSUES

RELATED TO THE ITEMS INSTALLED PERFORMANCE AND/OR OPERATION.

5. ALL DETAIL RELATED INQUIRIES SHALL BE SUBMITTED IN WRITING TO THE

ARCHITECT PRIOR TO PLACING ORDERS.

6. / "IG-TEMP" = TEMPERED SAFETY GLAZING

WINDOW

1. WINDOW PERFORMANCE SPECIFICATION:

BASIS OF SPEC: PPG SOLARBAN 60 LOW-E GLASS

COLOR: GRAYLITE II + SOLARBAN 60 (3) CLEAR

U-VALUE: 0.25 (MEET OR EXCEED)

SOLAR HEAT GAIN COEFFICIENT (SHGC): 0.25 (MEET OR EXCEED),

OR OWNER / ARCHITECT APPROVED EQUAL

2. PROVIDE AND INSTALL PRE-PRIMED STEEL BRICK LINTELS AT ALL MASONRY

OPENINGS AND RECESSES. FIELD PAINT WITH DIRECT TO METAL PREMIUM

EXTERIOR PAINT. SEE LINTEL SCHEDULE FOR SIZING.

3. PROVIDE AND INSTALL EPDM FLASHING AND WEEPS AT 16" o.c. ABOVE ALL

MASONRY OPENINGS.

4. COORDINATE ALL COLORS AND FINISH SELECTIONS WITH ARCHITECT, GC, OR

OWNER.

5. PROVIDE 20-YEAR WARRANTY ON GLASS COMPONENTS AND 10-YEAR

WARRANTY ON ALL NON-GLASS COMPONENTS.

6. PROVIDE AND INSTALL PAINTABLE EXTERIOR WINDOW AND DOOR SEALANT.

SEALANT SHALL BE OSI QUAD Advanced Formula Pro Series Solvent Based, OR

EQUAL, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. COLOR TO

BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF

COLORS.

DOOR

1. INTERIOR DOOR STYLE SHALL BE: FLUSH PANEL SQUARE EDGE SMOOTH, OR

AS SELECTED BY THE OWNER. 1-3/4" SOLID CORE MDF, OR PRIMED WOOD

ONLY. NO MOLDED DOORS.

DOOR

200A 200B 200C 200D C100 E100 E101 E102 E103 E104 E105 E200

SIZE

W 2'-6" 2'-6" 2'-6" 2'-6" 6'-0" 6'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"

7'-0" 7'-0" 7'-0" 7'-0" 4'-4" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0" 7'-0"

FIRE

RATING

FRAME

MATERIAL

STL

FRAME

TYPE

DOOR

MATERIAL

SCWD

STL

DOOR

TYPE

A A A A D C A A A A A B

GLASS

I.G./TEMP

HARDWARE

SET

HW-5

HW-6

HW-1

HW-2

HW-3

HW-2

HW-4

DESCRIPTION / NOTES

Coil-up door as per manufacturer Solid core Solid core Solid core Solid core Solid core Solid core Solid core

WINDOW SCHEDULE

QTY

WIDTH

8'-0"

HEIGHT

6'-4"

HEAD HT.

8'-0"

OPERATION

FIXED

FRAME

ALUM

GLASS

I.G./TEMP

EGRESS

DESCRIPTION / NOTES

SEE SCHED

S E

E S

C H

E D

S E

E S

C H

E D

SEE SCHED.

SEE

SCHED.

3' -1

S E

E S

C H

E D

SEE SCHED.

S E

E S

C H

E D

SEE SCHED. SEE SCHED.

S E

E S

C H

E D

SEE SCHED.

S E

E S

C H

E D

FLUSH

A B C

FLUSH PANEL

w/ 1/2 LITE

2 FLUSH

PANEL

COILING OVERHEAD

COUNTER SHUTTER

LEGEND

(TEMP.) = TEMPERED SAFETY GLAZING

(LAM.) = LAMINATED SAFETY GLAZING

(PLEXI) = 1/4" PLEXIGLASS

HM = HOLLOW METAL

WD = WOOD

SCWD = SOLID CORE WOOD

AL = ALUMINUM

GL = GLASS

I.G. = INSULATED GLASS

5' -0

8'-0"

EQ. EQ. EQ.

R 8'-6"

TTT

SCALE: 1/4" = 1'-0" 1DOOR AND FRAME TYPES

SCALE: 1/4" = 1'-0" 2WINDOW TYPE

WINDOW NOTES

DOOR NOTES

GENERAL NOTES - OPENINGS

WINDOW SCHEDULE

DOOR SCHEDULE

LEGEND

A1.0 www.jamesriverarchitects.com

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FOUNDATION

PLAN AND

DETAILS

R C

O N

N B

09/22/23

DESCRIPTIONISSUE DATE

CON DOCSCD

3/18/24

PROJECT NO: 549-23

, V A

9/22/2023

REVISION 1 - OWNER CHANGESREV-1

GENERAL FOUNDATION PLAN NOTES

A. THE CONTRACTOR IS RESPONSIBLE FOR ALL EXCAVATION, GRADING, CONCRETE, CMU BLOCK AND STEEL

WORK NECESSARY TO INSTALL THE FOUNDATION SYSTEM AS INTENDED BY THESE CONSTRUCTION

DOCUMENTS.

B. THE CONTRACTOR SHALL STOCKPILE ALL EXISTING TOPSOIL FROM THE EXCAVATED WORK FOR USE IN FINAL GRADING. TOPSOIL SHALL BE PROTECTED FROM RUNOFF USING SILT FENCE AND/OR HAY BALES, AND/OR AS REQUIRED BY LOCAL JURISDICTION.

C. THE CONTRACTOR SHALL HIRE A LICENSED SURVEYOR TO STAKE AND PIN ALL WORK REQUIRED FOR

FOOTING AND FOUNDATION WALL INSTALLATION.

D. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED FOOTING AND FOUNDATION INSPECTIONS WITH THE

LOCAL JURISDICTION AS REQUIRED.

E. THE CONTRACTOR SHALL PROVIDE AND INSTALL A FOUNDATION UNDER-DRAIN SYSTEM TO PREVENT THE POTENTIAL FOR GROUND WATER ACCUMULATION UNDER OR IN THE CRAWL SPACE. DAYLIGHT DRAIN TO

LOW POINT(S) ON SITE.

F. THE CONTRACTOR SHALL PROVIDE AND INSTALL EXTERIOR PERIMETER FOUNDATION DRAINS AND

DAYLIGHT TO LOW POINT(S) ON SITE.

G. THE CONTRACTOR SHALL PROPERLY PREPARE AND COMPACT THE FOUNDATION SUB-GRADE PROVIDING A MINIMUM BEARING CAPACITY OF 2,500 PSF PRIOR TO FOUNDATION INSTALLATION. THE CONTRACTOR SHALL HIRE A LICENSED STRUCTURAL OR SOILS ENGINEER TO INSPECT THE SUB-GRADE AND OBTAIN

WRITTEN APPROVAL PRIOR TO FOOTING INSTALLATION.

H. CONCRETE MIX DESIGN SHALL BE AS SPECIFIED BY THE OWNER'S SEPARATE STRUCTURAL ENGINEER, OR

BE A MINIMUM OF 3,500 PSI DESIGN.

PLACE H

OLDER

USE C

ORRECT SYSTEM FOR

PROJE

A2.0

'-7

2' -6

'-7

7/ 8"

23'-7"

8' -9

2' -0

-9

2' -0

5'-21/8" 11'-53/8" 8"

8" 3'

-0

2' -0

-1 1/

2" 8"

2'-6" WIDE X 1'-0" THICK

CONTINUOUS WALL

FOOTING REINF. WITH

3 - #5 CONT. & #5 AT

48"O/C TRANSVERSE

4" THICK SLAB WITH 8" WIDE X 12" DEEP

TURN DOWNS. WIDEN TO 24" WIDE X 12"

DEEP TURNDOWNS AT STAIR POSTS.

STAIRCASE POST LOCATIONS.

SLAB POUR AND

TURNDOWN

THROUGH

DOORWAY

SLAB POUR AND

TURNDOWN

THROUGH

DOORWAY

SLAB POUR AND

TURNDOWN THROUGH

DOORWAY

SLAB POUR AND

TURNDOWN THROUGH

DOORWAY

4" 3500 PSI CONCRETE

SLAB-ON-GRADE, REINF.

WITH 1-1/2" PCY

FIBERMESH 300, OVER

10MIL VAPOR RETARDER,

OVER 4" DEPTH OF

POROUS FILL COMPACTED

TO 98%.

20" WIDE X 8" DEEP

THICKENED SLAB

UNDER BEARING

WALL ABOVE

SLAB POUR AND

TURNDOWN THROUGH

DOORWAY

SLAB CONTROL

JOINTS

A2.0

A3.0

1' -0

2'-6"

CLR.

3" C

#4 X 36" w/ 180º HOOK @ 12" o.c. AT DOOR POUR

THROUGH

CONC. FOOTING

#5 BARS @ 4'-0" o.c.

(3) #5 BARS CONT.

EXPANSION

JOINT MATERIAL

CONC. WALK -

SEE CIVIL DWGS.

GROUT SOLID

4" CMU

VAPOR RETARDER

#4 CONT.

X XXX

1'-9"

20" WIDE X 8" DEEP

THICKENED SLAB WITH

3 - #4 CONT, UNDER

BEARING WALL ABOVE.

#4 @ 48" o.c.

1' -0

2'-6"

3" C

CLR.

FLEXIBLE SELF-ADHERING

FLASHING: SEAL TO

FLASHING RECEIVER AND

TO AIR BARRIER ON CMU

CAVITY DRAINAGE MESH

MASONRY JOINT

REINFORCING

BRICK VENEER

#4 BARS @ 48" o.c.

#4 BARS @ 48" o.c. (24" LAP)

4" REINF. CONC. SLAB w/ WWF

ON MIN. 10 MIL VAPOR

RETARDER ON 4" POROUS FILL

CONC. FOOTING

#5 BARS @ 4'-0" o.c.

(3) #5 BARS CONT.

WEEPS @ 32" o.c. (MAX)

FLUID-APPLIED AIR

BARRIER ON CMU

COPPER FLASHING

RECEIVER W/ HEMMED DRIP

CONC. WALK -

SEE CIVIL DWGS.

R-10 RIGID INSULATION

GROUT SOLID

X X

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

0 2' 4' 8'

SCALE: 1 1/2"= 1'-0" 3DETAIL @ DOOR POUR THROUGH

0 6'' 12'' 18''

SCALE: 1 1/2"= 1'-0" 4THICKENED SLAB DETAIL

0 6'' 12'' 18''

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

0 6'' 12'' 18''

NORTH

A1.1 www.jamesriverarchitects.com

DRAWN BY:

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dkw ram

T M

FLOOR PLANS

R C

O N

N B

09/22/23

DESCRIPTIONISSUE DATE

CON DOCSCD

3/18/24

PROJECT NO: 549-23

, V A

9/22/2023

REVISION 1 - OWNER CHANGESREV-1

GENERAL PLAN NOTES

A. THE CONTRACTOR IS RESPONSIBLE FOR ALL MECHANICAL,

ELECTRICAL, AND PLUMBING WORK. ANY UNFORESEEN

CONDITIONS ENCOUNTERED DURING CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF THE ARCHITECT, AND

COORDINATED IN THE FIELD PRIOR TO MODIFICATION WORK

PROCEEDING.

B. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL LUMBER/BEAM

SIZES WITH LUMBER/BEAM PROVIDER PRIOR TO ORDERING OF

MATERIALS.

C. THE CONTRACTOR IS RESPONSIBLE FOR JOB SITE SAFETY, MEANS

AND METHODS OF CONSTRUCTION AND ALL OTHER APPLICABLE

JOB SITE REQUIREMENTS.

D. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND

COORDINATING ALL PROJECT DIMENSIONS PRIOR TO

CONSTRUCTION. ANY QUESTIONS SHALL BE DIRECTED TO THE

ARCHITECT IN ADVANCE OF CONSTRUCTION.

E. THE CONTRACTOR SHALL COORDINATE ALL FINISHES, CASEWORK,

PLUMBING FIXTURES, HVAC DESIGN, UTILITIES, ELECTRICAL, TRIM

AND OTHER DETAILS w/ THE ARCHITECT.

F. ALL WALL-HUNG CASEWORK, SHELVING, AND ACCESSORY

LOCATIONS SHALL HAVE CONTINUOUS WOOD BLOCKING LOCATED

IN THE WALLS AS REQUIRED FOR LONG-TERM, DURABLE MOUNTING.

G. THE CONTRACTOR SHALL INSTALL BIRD AND BUG SCREEN ON ALL

FRESH AIR INTAKES.

H. ALL JOINTS AND INTERSECTIONS BETWEEN DISSIMILAR MATERIALS

SHALL BE SEALED WITH APPROPRIATE SEALANTS TO PROVIDE A

MINIMUM 10 YEAR WEATHERTIGHT JOINT.

I. ALL EXTERIOR PENETRATIONS SHALL BE SEALED WITH

APPROPRIATE SEALANTS TO PROVIDE A MINIMUM 10 YEAR

WEATHERTIGHT JOINT.

J. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

DETERMINING THE APPROPRIATE SEALANT TYPE FOR EACH

APPLICATION.

A2.0

5' -4

1/ 2"

5'-41/2"

TYP. (4)

5'-6"

(6) TR. @ 11" EA.

1' -0

-0

6" 4'

-0

105/8"

4'-0" 9'-2"

(10) TREADS @ 11" EA.

W1 H-2

H-2

5/8" GWB EA. SIDE 2x4 WOOD STUDS @ 16" o.c.

- CONT. TO UNDERSIDE

OF STRUCTURE ABOVE

(TYP.)

H-1

A3.0

H-2

FLOOR JOISTS

11 7/8" TJI

@16" oc

PRO-SERIES 230CONFERENCE

E105

E100

C100

67" CLR.

67" CLR. 67" CLR.

A2.0

73/8"

23'-7" 73/8"

24'-93/4"

8'-5" 15'-2"

73/ 8"

'-1

03/ 8"

7' -8

5/ 8"

73/ 8"

5' -4

7' -7

1/ 8"

7' -7

1/ 8"

7' -9

1/ 8"

'-9

3/ 4"

73/ 8"

'-7

73/

1/ 2"

8' -9

5' -0

4' -0

4'-0" 9'-2"

(10) TREADS @ 11" EA.

8'-5" 6'-87/8" 8'-5"

4' -8

8'-8"

4'-8"

'-0

4'-8"

'-6

'-2

A2.0

L-

L-1

L-

L-2

A3.0

E103

E102

E101

CUST.

TOILET

CONCESSION

LINTEL SCHEDULE

L-1. 8"X8" CMU BOND BEAM WITH REINF. 2 - #4 TOP AND BOTTOM AND

GALV L5 X 3" X 1/4"(LLH) SHELF ANGLE.

L-2. 16"DEEP X 8"WIDE CMU BOND BEAM WITH 2 - #5 TOP AND BOTTOM AND

GALV L5 X 5" X 5/16" SHELF ANGLE

H-1. 3 - 2" X 6" BEAM WITH GALV. L5 X 3" X 1/4"(LLH) SHELF ANGLE

H-2. 3 - 2" X 10" BEAM WITH GALV. L5 X 5" X 5/16" ROLLED

PRODUCTS

033000 FOR CONCRETE COMPLY WITH ACI 301 AND ACI 117.

042200 FOR CONCRETE MASONRY UNITS COMPLY WITH ASTM C90.

042000 FOR BRICK ANCHORS USE A PRODUCT EQUAL TO HOHMANN & BARNARD HB-200/

DA-213 ADJUSTABLE VENEER ANCHOR, HOT-DIP GALVANIZED.

042613 FOR BRICK COMPLY WITH ASTM C216, GRADE SW, TYPE FBS. SIZE (ACTUAL

DIMENSIONS): 3-5/8 INCHES WIDE BY 2-1/4 INCHES HIGH BY 7-5/8 INCHES LONG.

055200 FOR PIPE RAILINGS USE STANDARD STEEL PIPE, HOT-DIP GALVANIZED AFTER

FABRICATION.

061000 FOR FRAMING LUMBER COMPLY WITH DOC PS 20 AND APPLICABLE RULES OF

GRADING AGENCIES. MAXIMUM MOISTURE CONTENT OF LUMBER 19 PERCENT.

061600 FOR SHEATHING USE 1/2 INCH FIBER-FACED GYPSUM SHEATHING, ASTM C

1177/1177M, EQUAL TO G-P GYPSUM CORPORATION DENS-GLASS GOLD.

064100 FOR ARCHITECTURAL WOODWORK, EXCEPT WHERE MORE STRINGENT STANDARDS

ARE INDICATED, COMPLY WITH THE ARCHITECTURAL WOODWORK STANDARDS,

CUSTOM GRADE.

064100 WHERE STEEL COUNTER SUPPORTS ARE CALLED FOR, UNLESS OTHERWISE

INDICATED USE A PRODUCT EQUAL TO RAKKS SURFACE MOUNT EH COUNTER

SUPPORT BRACKET.

064100 WHERE STEEL COUNTER SUPPORTS ARE CALLED FOR AND ANGLED ADA-

COMPLIANT PANELS WILL BE USED, USE A PRODUCT EQUAL TO RAKKS ADA

COMPLIANT VANITY SUPPORT BRACKET.

072100 FOR INSULATION IN STUD WALL CAVITIES AROUND SPACES TO BE HEATED AND

COOLED, USE UNFACED GLASS FIBER BATTS OF A SIZE TO FILL THE STUD SPACE.

072600 FOR UNDER-SLAB VAPOR RETARDER USE AN ABUSE-RESISTANT SHEET COMPLYING

WITH ASTM E 1745, CLASS C, WITH ALL SEAMS TAPED AND ALL PENETRATIONS

SEALED.

072726 FOR FLUID-APPLIED, VAPOR-PERMEABLE MEMBRANE AIR BARRIER USE

ELASTOMERIC PRODUCT WITH AIR PERMEANCE MAXIMUM 0.004 CFM/SQ. FT. ASTM E

2178; VAPOR PERMEANCE MINIMUM 5.5 PERMS ASTM E 96; AND ULTIMATE

ELONGATION MINIMUM 200 PERCENT, ASTM D 412, DIE C.

073113 FOR SHINGLES USE GLASS-FIBER REINFORCED LAMINATED-STRIP ASPHALT

SHINGLES, MINIMUM 30-YEAR MANUFACTURER'S WARRANTY.

073113 SYNTHETIC UNDERLAYMENT: UV-RESISTANT POLYPROPYLENE, POLYOLEFIN, OR

POLYETHYLENE POLYMER FABRIC WITH SURFACE COATINGS OR TREATMENTS TO

IMPROVE TRACTION UNDERFOOT AND ABRASION RESISTANCE.

079200 FOR EXTERIOR NON-TRAFFIC SEALANT USES, USE EITHER URETHANE SEALANT OR

SILICONE SEALANT: ASTM C 920, TYPE S, GRADE NS, CLASS 100/50, FOR USE NT.

081113 EXTERIOR HOLLOW METAL DOORS AND FRAMES: MAXIMUM DUTY, SDI

PERFORMANCE LEVEL 4 AND PHYSICAL PERFORMANCE LEVEL A. USE POLYSTYRENE

CORES.

081113 INTERIOR HOLLOW METAL DOORS AND FRAMES: EXTRA-HEAVY DUTY, SDI

PERFORMANCE LEVEL 3 AND PHYSICAL PERFORMANCE LEVEL B.

081416 FOR INTERIOR WOOD DOORS COMPLY WITH NWWDA I.S.1-A, "ARCHITECTURAL

WOOD FLUSH DOORS." USE FACTORY-FINISHED, FLUSH WOOD-VENEER DOORS

WITH PARTICLE-BOARD CORE, NWWDA CUSTOM GRADE WITH GRADE A FACES.

083323 FOR OVERHEAD COILING COUNTER SHUTTER USE INTERLOCKING DOUBLE-WALLED

METAL SLATS WITH FOAM INSULATING CORE, AND INCLUDE JAMB GUIDES, FULL

WEATHER SEALS, HOOD, COUNTERBALANCE BARREL AND SPRING, WITH MANUAL

PUSH-UP OPERATION. USE STAINLESS STEEL CONSTRUCTION THROUGHOUT.

084113 ALUMINUM WINDOWS USE PRODUCTS EQUAL TO KAWNEER TRI-FAB VG 451-T, GLASS

TO FRONT. FINISH, FLUOROPOLYMER COATING.

087100 FOR DOOR HARDWARE REFER TO SHEET A0.1.

088000 FOR EXTERIOR GLAZING USE ONE-INCH LOW-E GRAY GLAZING: U-VALUE 0.32; SOLAR

HEAT GAIN COEFFICIENT 0.42; SHADING COEFFICIENT 0.48.

092900 GYPSUM BOARD: ASTM C36 OR C1396. 5/8" THICK UNLESS OTHERWISE NOTED.

093000 FOR FINISHES SEE SHEET A5.0.