IFB 27-85-3360SH - DRAWINGS.pdf

CHICKAHOMINY MS REAR WING HVAC

REPLACEMENT

HANOVER COUNTY PUBLIC SCHOOLS

RRMM ARCHITECTS, PC

ARCHITECTURE / PLANNING / INTERIORS

VICINITY MAP CONSULTANTS OWNER LOCATION MAP

SIMMONS, ROCKECHARLIE & PRINCE, INC

MEP ENGINEERING

10150 STAPLES MILL ROAD, SUITE A

GLEN ALLEN, VA 23060

PHONE 804-262-7323

HANOVER COUNTY PUBLIC SCHOOLS

200 BERKLEY ST,

ASHLAND, VA 23005

PHONE 804-365-4500

SITE

SITE

1317 Executive Boulevard, Suite 200 Chesapeake, VA 23320

(757) 622-2828

310 First Street, Suite 100M Roanoke, VA 24011

(540) 344-1212

3700 Koppers Street, Suite 300 Baltimore, MD 21227

(410) 234-8444

2900 South Quincy Street, Suite 710 Arlington, VA 22206

(703) 998-0101

115 South 15th Street, Suite 502 Richmond, VA 23219

(804) 277-8987

TRUE

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TRUE

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ADDITIVE ALTERNATE DESCRIPTIONS

BASE BID: THE BASE BID CAN GENERALLY BE DESCRIBED AS ROOFTOP UNIT REPLACEMENT,

DIFFUSER AND DUCTWORK REPLACEMENT IN THE CORRIDORS AND CLASSROOMS,

CONDENSATE LINE REPLACEMENT, ASSOCIATED BAS CONTROLS WORK, COMPLETE

CORRIDOR CEILING REPLACEMENT, AND PARTIAL CEILING REMOVAL, RE-WORK, AND

REPLACEMENT AS NEEDED IN CLASSROOM SPACES TO ACCOMMODATE MECHANICAL WORK

SHOWN ON MECHANICAL DRAWINGS.

ADDITIVE ALTERNATE #1: CAN GENERALLY BE DESCRIBED AS BOILER REPLACEMENT, GAS

WATER HEATER REPLACEMENT, AND ALL ASSOCIATED MECHANICAL, PLUMBING, AND

ELECTRICAL WORK, AND ASSOCIATED BAS CONTROLS WORK. REFER TO PME DRAWINGS FOR

ADDITIONAL INFORMATION.

ADDITIVE ALTERNATE #2: CAN GENERALLY BE DESCRIBED AS COMPLETE LIGHTING AND

CEILING REPLACEMENT IN CLASSROOM SPACES. REFER TO SHEET A-101 AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

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0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4' 0' 4' 8' 16'

3/32 = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 2' 4' 6'

1/4" = 1'-0"

0' 1' 2' 4'

3/8" = 1'-0"

3' 0' 1' 2' 3'

1/2" = 1'-0"

6" 0' 1' 2'

3/4" = 1'-0"

6" 0' 6" 1' 1.5'

1" = 1'-0"

3" 9" 0' 3" 6" 1'

1 1/2" = 1'-0"

9" 0' 2" 4" 6"

3" = 1'-0"

5"3"1" 0' 1" 2" 3"

6" = 1'-0"

0' 1" 1.5"

12" = 1'-0"

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09/14/2026

SHEET INDEX

SHEET NUMBER SHEET TITLE

PROJECT TITLE SHEET

G-001 TITLE SHEET

ARCHITECTURAL

A-101 FIRST FLOOR CEILING PLAN

MECHANICAL

M101 PART FLOOR PLANS - DUCTWORK - BASE BID

M201 PART FLOOR PLANS - WATER PIPING - BASE BID

M202 PART FLOOR PLAN - GAS PIPING

M301 MECHANICAL ROOM FLOOR PLANS - ALTERNATE #1

M401 SCHEDULES AND DETAILS - MECHANICAL

ELECTRICAL

E101 LEGEND, NOTES AND PANEL SCHEDULES

E201 PARTIAL FLOOR PLANS - ELECTRICAL

E301 PARTIAL FLOOR PLANS - LIGHTING

+9' - 3"+7' - 9"

1 1/4" / 1'-0"

+7' - 9"

+9' - 3"

+7' - 9"

+9' - 3"

+7' - 9"

+9' - 3"

+7' - 9"

+9' - 3"

+7' - 9"

+9' - 3"

+7' - 9"

+9' - 3" +9' - 3"

+7' - 9" +7' - 9"

+9' - 3"

+8' - 6"

+9' - 3" +7' - 9"

+8' - 6"

+7' - 11"

+7' - 8"

+8' - 6" +8' - 6"

/ 1 '-0

+7' - 9 1/2"

+7' - 10"

+9' - 2 1/2"

+8' - 6"

+8' - 6"

SCIENCE

LAB

G33

CLASSROOM

G26

CLASSROOM

G07

CLASSROOM

G10

CORRIDOR

E08

GIRL'S

TOILET

E10 CLASSROOM

B33

SCIENCE

LAB

B26

PREPROOM

F03

ELECTRICAL

F16

CLASSROOM

B12

BOY'S

TOILET

F06 CLASSROOM

A29

CLASSROOM

A26

CLASSROOM

A07

CORRIDOR

F11

CORRIDOR

F12 SCIENCE

LAB

A14

CONF A

F15

PREP

ROOM

F14

STORAGE

B34

SRO

E03

PREP

ROOM

E02 +7' - 8"

+7' - 11"

+9' - 2"

CORRIDOR

F04

CHAPTER-1

G24 TUTORIAL

STUDY

G05

CLASSROOM

G08 CLASSROOM

B31

CLASSROOM

B24

MECHANICAL

ROOM

D19

CLASSROOM

B10

CLASSROOM

A27

STORAGE

F07

CHAPTER-1

A24

BOOK

STOR

D55

TUTORIAL

STUDY

A05

CLASSROOM

D64

CORRIDOR

C07

CORRIDOR

C28

CORRIDOR

C41

CORRIDOR

D37

CORRIDOR

D58

CORRIDOR

D21

CLASSROOM

G31

/8

'-0

+7' - 11"

+11' - 0"

/8

'-0

+7' - 11"

/8

'-0

+7' - 11"

+11' - 0"

+7' - 10 1/2"

+10' - 11 1/2"

+7' - 9"

+9' - 3"

+7' - 11"

+10' - 11 1/2"+11' - 0"

+7' - 11"

/8

'-0

/8

'-0

+7' - 11"

+11' - 0"

/8

'-0

+7' - 11"

BOOK

STOR

C25

CORRIDOR

E04

1 1 1 1

/4

'-0

" 1

/4

'-0

/4

'-0

/4

'-0

/4

'-0

/4

'-0

/4

'-0

/4

'-0

1 1/4" / 1'-0"

/8

'-0

/8

'-0

+8' - 6"

+8' - 6" +8' - 6" +8' - 6" +8' - 6"

+8' - 6"

+7' - 11" +7' - 11" +7' - 11"

+7' - 11" +7' - 11"

+7' - 11" +7' - 11"

+ 8' - 10" + 8' - 10"

1 1 1

1 1 1 1

1 1

1 1 1

1 1 1

1 1

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SCOPE OF WORK

EXISTING

BIDDING LEGEND

A. REMOVE, SALVAGE AND SAVE FOR RE-INSTALLATION ALL EXISTING MECHANICAL AND ELECTRICAL LIGHT FIXTURES, EXIT LIGHTS, TRACK LIGHTS, SPEAKERS, FIRE ALARM DEVICES, SECURITY SYSTEM DEVICES, IT DEVICES, CORD REELS, GRILLES, REGISTERS, DIFFUSERS AND ALL OTHER CEILING-MOUNTED DEVICES (EXCEPT FOR THOSE SHOWN AS NEW) ATTACHED TO OR INSTALLED IN EXISTING SUSPENDED ACOUSTICAL TILE CEILING. ALSO SEE MECHANICAL DRAWINGS.

THE CONTRACTOR SHALL VISIT THE PROJECT SITE TO DETERMINE THE NUMBER AND LOCATION OF THE EXISTING MECHANICAL AND ELECTRICAL LIGHT FIXTURES, EXIT LIGHTS, SPEAKERS, FIRE ALARM DEVICES, SECURITY SYSTEM DEVICES, IT DEVICES, GRILLES, REGISTERS, DIFFUSERS AND ALL OTHER CEILING-MOUNTED DEVICES TO BE REMOVED, SALVAGED AND RE-INSTALLED.

B. REMOVE EXISTING SUSPENDED ACOUSTICAL TILE CEILINGS IN ALL SPACES WHERE NEW CEILINGS ARE SHOWN. PROVIDE NEW 2' BY 2' SUSPENDED ACOUSTICAL TILE CEILING AT SAME HEIGHT AS EXISTING REMOVED CEILING. RE-INSTALL ALL EXISTING SALVAGED LIGHT FIXTURES, EXIT LIGHTS, TRACK LIGHTS, SPEAKERS, FIRE ALARM DEVICES, SECURITY SYSTEM DEVICES, IT DEVICES, CORD REELS, GRILLES, REGISTERS, DIFFUSERS AND ALL OTHER CEILING-MOUNTED DEVICES (EXCEPT FOR THOSE SHOWN AS NEW). NOTE: FOR ROOMS AND SPACES WITH EXISTING SLOPED CEILINGS, PROVIDE NEW SUSPENDED ACOUSTICAL TILE CEILING AT SAME HEIGHTS AND SLOPE AS EXISTING REMOVED CEILING. ALSO SEE

MECHANICAL DRAWINGS.

C. FOR ROOMS AND SPACES WITH EXISTING SLOPED CEILINGS: REMOVE, SALVAGE AND SAVE FOR RE-INSTALLATION ALL EXISTING MECHANICAL AND ELECTRICAL FIXTURES, GRILLES AND DEVICES (EXCEPT FOR THOSE SHOWN AS NEW) ATTACHED TO EXISTING SUSPENDED ACOUSTICAL TILE CEILING; SEE MECHANICAL AND ELECTRICAL DRAWINGS. REMOVE EXISTING 2' BY 4' SUSPENDED ACOUSTICAL TILE CEILING. PROVIDE NEW 2' BY 2' SUSPENDED ACOUSTICAL TILE CEILING AT SAME HEIGHTS AND SLOPE AS EXISTING REMOVED CEILING. RE-INSTALL ALL EXISTING SALVAGED FIXTURES, GRILLES AND DEVICES (EXCEPT FOR THOSE SHOWN AS NEW); SEE MECHANICAL AND ELECTRICAL DRAWINGS.

D. THE CONTRACTOR SHALL LABEL AND REMOVE ALL EXISTING EQUIPMENT AND FURNISHINGS FROM THE ROOMS PRIOR TO THE START OF DEMOLITION AND CONSTRUCTION. THE EXISTING EQUIPMENT AND FURNISHINGS SHALL BE STORED IN THE SPACES AS SHOWN ON THE PHASING DRAWINGS. AT THE CONCLUSION OF THE CONSTRUCTION, ALL EXISTING

EQUIPMENT AND FURNITURE SHALL BE RETURNED TO THE ORIGINAL ROOMS.

E. ALL DEMOLITION WORK IN ANY INTERIOR SPACE IN THE PROJECT SHALL BE CARRIED OUT IN A MANNER TO AVOID DAMAGE OF ANY KIND TO ALL ADJACENT SURFACES AND FINISHES WHICH WILL REMAIN IN THE FINISHED PROJECT.

F. ALL EXISTING WALLS, CEILINGS, FLOORS, SUBSTRATES, AND OTHER SURFACES WHICH WILL REMAIN EXPOSED IN THE FINISHED WORK AND WHICH ARE MARRED OR DAMAGED BY DEMOLITION WORK OR ANY OTHER CONSTRUCTION WORK SHALL BE PATCHED AS REQUIRED TO MATCH THE ADJACENT SURFACE. SUCH SURFACES WHICH ARE COATED WITH EXISTING PAINT SHALL BE REPAINTED WITH SUFFICIENT COATS OF PAINT TO COMPLETELY HIDE THE PATCHING WORK.

G. ALL DEMOLITION WORK SHALL BE CARRIED OUT IN A MANNER TO PROTECT ALL ADJACENT SURFACES WHICH REMAIN IN PLACE, PARTICULARLY FINISH SURFACES WHICH WILL REMAIN EXPOSED IN THE COMPLETED WORK. ANY DAMAGE SHALL

BE REPAIRED TO MATCH SURROUNDING WORK.

H. WHEREVER EXISTING MECHANICAL DEVICES OR ELECTRICAL DEVICES OCCUR ON OR IN EXISTING SURFACES WHICH ARE REMOVED, COORDINATE WITH MECHANICAL AND ELECTRICAL SUBCONTRACTORS FOR REMOVAL, SALVAGE AND RE-

INSTALLATION OF THE FIXTURES AND DEVICES.

I. WHEREVER ANY EXISTING CEILING OR OTHER ARCHITECTURAL SURFACE OR FINISH IS DEMOLISHED OR OTHERWISE DISTURBED BY THIS WORK, PROVIDE COMPLETE COORDINATION WITH MECHANICAL AND ELECTRICAL WORK FOR REMOVAL AND/OR RELOCATION OF ANY AND ALL FIXTURES, DEVICES, DUCTS, ETC., AS REQUIRED FOR A COMPLETE AND PROPER INSTALLATION OF ALL BUILDING FEATURES IN COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS.

J. ALL NEW THROUGH-WALL PIPE SLEEVES SHALL BE STUFFED AND SEALED.

K. ALL NEW THROUGH-WALL PIPE SLEEVES IN RATED WALLS SHALL BE STUFFED AND SEALED WITH RATED FIRE STOPPING.

L. LIGHTS IN AREAS WITH ALUMINUM CEILING GRIDS SHALL HAVE ADDITIONAL LIGHT SUPPORT WIRES PROVIDED.

M. THE CONTRACTOR SHALL NOT USE ANY EXISTING SCHOOL EQUIPMENT, SUCH AS CARTS, TRASH CANS, LADDERS, VACUUM CLEANERS, ETC. IF ANY EXISTING SCHOOL EQUIPMENT IS USED BY THE CONTRACTOR, THAT EQUIPMENT WILL BE GIVEN TO THE CONTRACTOR AND THE CONTRACTOR WILL BE BACK-CHARGED FOR THE PURCHASE OF NEW

REPLACEMENT EQUIPMENT FOR THE OWNER.

N. CEILING HEIGHTS ARE PROVIDED USING EXISTING INFORMATION AVAILABLE. CONTRACTOR TO VERIFY ALL EXISTING CEILING HEIGHTS TO BE REPLACED AND CONFIRM ANY MODIFICATIONS TO NEW CEILING HEIGHTS.

GENERAL REFLECTED CEILING PLAN DEMOLITION AND NEW

WORK NOTES:

EXISTING FURNITURE, STORAGE BOXES &

EQUIPMENT MOVING NOTES:

A. THE EXISTING CORRIDORS SHALL SERVE AS THE TEMPORARY STORAGE AREA FOR ALL EXISTING FURNITURE, STORAGE BOXES AND EQUIPMENT FROM THE EXISTING ROOMS IN THE DESIGNATED AREAS AS SHOWN ON THE FIRST FLOOR TEMPORARY STORAGE LOCATION FOR FURNITURE AND EQUIPMENT DIAGRAM, 1/A-102. THE CONTRACTOR SHALL PROTECT THE EXISTING CORRIDOR FLOORS AND ALL OTHER

EXISTING SURFACES FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD, AND THE

CONTRACTOR SHALL COVER THE EXISTING CORRIDOR AND COMMONS FLOORS USED FOR STORAGE

WITH 45 MIL THICK HEAVY-DUTY ROLLED CARDBOARD TEMPORARY FLOOR PROTECTION (RAM BOARD BRAND, OR APPROVED EQUAL), WITH ADJACENT SECTIONS OF CARDBOARD TAPED TO EACH OTHER.

B. ALL EXISTING FURNITURE, STORAGE BOXES AND EQUIPMENT SHALL BE LABELED BY EXISTING ROOM NUMBER AND SHALL BE MOVED TO THE CORRIDORS, WHERE IT SHALL BE STORED, AND GROUPED BY ROOM NUMBER. AT THE CONCLUSION OF CONSTRUCTION, THE CONTRACTOR SHALL MOVE ALL EXISTING FURNITURE, STORAGE BOXES AND EQUIPMENT BACK TO ITS ORIGINAL ROOM, AND THE ROOM NUMBER

LABELS SHALL BE REMOVED.

C. IMPORTANT: THE CONTRACTOR SHALL VISIT THE JOBSITE AND REVIEW THE EXISTING FURNITURE AND EQUIPMENT IN EACH ROOM DURING THE BIDDING PROCESS TO FULLY UNDERSTAND THE SCOPE OF THE

FURNITURE AND EQUIPMENT MOVING WORK.

D. THE CONTRACTOR SHALL ASSUME THAT EACH ROOM INVOLVED IN THE PROJECT WILL HAVE UP TO THREE (3) CARDBOARD BOXES THAT SHALL BE MOVED BY THE CONTRACTOR. THE CARDBOARD BOXES

SHALL BE APPROXIMATELY 18” WIDE BY 18” INCHES DEEP BY 16” INCHES TALL.

E. THE CONTRACTOR SHALL REVIEW, PROVIDE A WRITTEN INVENTORY LIST AND CERTIFY THAT ALL EXISTING FURNITURE, STORAGE BOXES AND EQUIPMENT TO BE MOVED IN EACH ROOM IS IN UNDAMAGED CONDITION PRIOR TO IT BEING MOVED. IF ANY EXISTING FURNITURE OR EQUIPMENT IS DAMAGED DURING THE MOVING PROCESS, THE CONTRACTOR SHALL PAY THE FULL AMOUNT NECESSARY TO PROVIDE NEW REPLACEMENT FURNITURE OR EQUIPMENT. IF THE CONTRACTOR FINDS THAT ANY EXISTING FURNITURE

OR EQUIPMENT IS DAMAGED PRIOR TO BEING MOVED, THE CONTRACTOR SHALL PROVIDE

PHOTOGRAPHIC DOCUMENTATION TO THE OWNER BEFORE THE EXISTING FURNITURE AND EQUIPMENT IS MOVED, AND THE CONTRACTOR’S INVENTORY LIST SHALL ALSO INDICATE THE CONDITION AND THE

DAMAGE.

A. EXISTING CARPET FLOORING PROTECTION NOTES:

THE CONTRACTOR SHALL PROTECT ALL EXISTING CARPET FLOORS AND ALL OTHER EXISTING SURFACES FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL COVER ALL EXISTING CARPET FLOORS WITH 45 MIL THICK HEAVY-DUTY ROLLED CARDBOARD TEMPORARY FLOOR PROTECTION (RAM BOARD BRAND, OR APPROVED EQUAL), WITH ADJACENT SECTIONS OF CARDBOARD

TAPED TO EACH OTHER, BUT NOT TAPED TO THE CARPET.

B. EXISTING CORRIDOR FLOORING PROTECTION NOTES:

THE CONTRACTOR SHALL PROTECT ALL EXISTING CORRIDOR FLOORS AND ALL OTHER EXISTING

SURFACES FROM DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL

COVER ALL EXISTING CORRIDOR FLOORS WITH 45 MIL THICK HEAVY-DUTY ROLLED CARDBOARD

TEMPORARY FLOOR PROTECTION (RAM BOARD BRAND, OR APPROVED EQUAL), WITH ADJACENT

SECTIONS OF CARDBOARD TAPED TO EACH OTHER.

C. EXISTING FLOORING PROTECTION NOTES (FOR SPACES OTHER THAN ROOMS WITH CARPET OR FOR

CORRIDORS):

THE CONTRACTOR SHALL PROTECT ALL EXISTING FLOORS AND ALL OTHER EXISTING SURFACES FROM

DAMAGE DURING THE ENTIRE CONSTRUCTION PERIOD.

EXISTING FLOORING PROTECTION NOTES:

A. THE CONTRACTOR SHALL REFER TO SECTIONS 01210 AND 17810 FOR WORK

INVOLVING EXISTING SPRAY-ON FIREPROOFING.

B. THE CONTRACTOR SHALL REPAIR ANY DAMAGED OR MISSING SPRAY-ON

FIREPROOFING IN THE AREA OF THE WORK THROUGH THE ALLOWANCE

PROVIDED FOR IN SECTION 01210. ALL NEW SPRAY-ON FIREPROOFING

SHALL PROVIDE THE SAME LEVEL OF FIRE PROTECTION AS THE EXISTING

FIREPROOFING.

C. THE CONTRACTOR SHALL NOT REMOVE ANY OF THE EXISTING SPRAY-ON

FIREPROOFING AT THE AREA OF THE WORK. IF ANY EXISTING SPRAY-ON

FIREPROOFING IS REMOVED BY THE CONTRACTOR, THE CONTRACTOR

SHALL REPAIR THE EXISTING SPRAY-ON FIREPROOFING AT THE

CONTRACTOR’S EXPENSE.

D. THE CONTRACTOR SHALL SEEK TO UTILIZE THE EXISTING ABOVE-CEILING

HANGERS FOR ALL NEW WORK TO THE GREATEST EXTENT POSSIBLE IN

ROOMS AND SPACES THAT HAVE EXISTING SPRAY-ON FIREPROOFING.

EXISTING SPRAY-ON FIRE PROTECTION

NOTES:

A. THE CONTRACTOR SHALL SECURE ALL EXISTING UNSECURED ABOVE-

CEILING CABLES TO THE ROOF OR FLOOR STRUCTURE ABOVE. REFER TO

SECTIONS 01210 AND 02413 FOR WORK INVOLVING EXISTING ABOVE-

CEILING CABLES.

EXISTING ABOVE-CEILING CABLE

MANAGEMENT NOTES:

A. AT EXISTING SERVER LOCATIONS, THE CONTRACTOR SHALL PROVIDE

PROTECTIVE PLYWOOD COVERS OVER ALL EXISTING COMPUTER SERVERS

AND SERVER RACKS, AND THEN COVER THE PLYWOOD COVERS WITH

PLASTIC SHEETING. SERVER RACKS ARE APPROXIMATELY 3' x 3' x 8' TALL, AND ARE FLOOR-MOUNTED OR WALL-HUNG.

PROTECTION OF EXISTING SERVERS AND

SERVER RACKS:

REMOVE, SALVAGE AND SAVE EXISTING CEILING MOUNTED DEVICES, LIGHT

FIXTURES, ETC. REMOVE, SALVAGE AND SAVE EXISTING SUSPENDED

ACOUSTICAL PANEL CEILING SYSTEM AS REQUIRED FOR ABOVE CEILING

MECHANICAL WORK. REFER TO MECHANICAL DRAWINGS FOR NEW WORK.

REINSTALL SUSPENDED ACOUSTICAL PANEL CEILING AT ORIGINAL ELEVATION

AND LOCATION. REINSTALL ALL EXISTING CEILING MOUNTED DEVICES, LIGHT

FIXTURES, ETC. AT ORIGINAL LOCATION.

NEW LIGHTS, DIFFUSERS, AND RETURN GRILLES IN THIS ROOM, TYPICAL.

REFER TO MECHANICAL AND ELECTRICAL DWGS FOR ADDITIONAL

INFORMATION.

NEW WORK KEY NOTES:

ADDITIVE ALTERNATE #2

REMOVAL AND REPLACEMENT OF EXISTING CEILINGS AS PART OF

ADDITIVE ALTERNATE #2 SCOPE ARE INDICATED BY THE HATCH:

ALL OTHER CEILING REPLACEMENT IS INCLUDED IN BASE BID

8" WIDE X 8" DEEP

CMU BOND BEAM

WITH (2) #4 BOTTOM

TYPICAL CLEAR

OPENING IN INTERIOR

PARTITION WALLS 1'-0"

TO 4'-0" WIDE (UNO)

DESCRIPTION LOCATIONCONFIGURATION

L1

MARK

LINTEL SCHEDULE

A. REINFORCING BARS IN CMU BOND BEAMS SHALL

BE ASTM 615 GRADE 60.

B. FILL ALL BOND BEAMS WITH f'c AT 28 DAY, 2000

PSI MINIMUM PORTLAND CEMENT GROUT.

SHORE BOND BEAMS UNTIL GROUT HAS CURED.

C. BEAR ALL CMU BOND BEAMS 8" ON REINFORCED

MASONRY JAMBS EACH END UNLESS NOTED

OTHERWISE.

D. SHORE EXISTING WALLS AS REQUIRED WHERE

NEW LINTELS ARE TO BE INSTALLED WITHIN

EXISTING WALLS.

E. ALL TRADES CUTTING HOLES IN EXISTING CMU

WALLS SHALL COORDINATE THEIR WORK WITH

THE MASON SO THAT AN APPROPRIATE LINTEL

MAY BE PROVIDED AT THE OPENING. AT

LOCATIONS ABOVE CEILINGS, PRECAST CMU OR

PRECAST CONCRETE LINTELS MAY BE

SUBSTITUTED FOR BOND BEAM LINTELS

INDICATED SO LONG AS THE SAME UNIT SIZE

AND REINFORCING STEEL IS PROVIDED.

LINTEL SCHEDULE NOTES

Lic. No. 15121

DANIEL J. WEIGAND

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(804)277-8987

115 South 15th Street, Suite 502 Richmond, Virginia 23219

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0' 16' 32' 48'

1/32" = 1'-0"

0' 8' 16' 24'

1/16" = 1'-0"

4' 0' 4' 8' 16'

3/32 = 1'-0"

0' 4' 8' 12'

1/8" = 1'-0"

0' 2' 4' 6'

1/4" = 1'-0"

0' 1' 2' 4'

3/8" = 1'-0"

3' 0' 1' 2' 3'

1/2" = 1'-0"

6" 0' 1' 2'

3/4" = 1'-0"

6" 0' 6" 1' 1.5'

1" = 1'-0"

3" 9" 0' 3" 6" 1'

1 1/2" = 1'-0"

9" 0' 2" 4" 6"

3" = 1'-0"

5"3"1" 0' 1" 2" 3"

6" = 1'-0"

0' 1" 1.5"

12" = 1'-0"

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09/14/2026

SCALE: 3/32" = 1'-0"

FIRST FLOOR RCP PLAN - BASE BID & ADD. ALT. 2

NOT TO SCALE

KEY PLAN

System No. W-J-1067

SECTION A-A

W J

A

Reproduced Courtesy of Underwriters Laboratories, Inc.

February 03, 2025

A

1. Wall Assembly — Min 3-3/4 in. and 5 in. (95 and 127 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) concrete for 1 and 2 h rated assemblies, respectively. For items 2F and 2G, min 6 in. (152 mm) thick reinforced lightweight or normal weight

(100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Max diam of opening is 32-1/4

in. (819 mm).

See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.

2. Through—Penetrants — One metallic pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space for items 2A to 2E shall be min 0 in. to max 2-1/4 in. (57 mm). These pipes/tubings may be installed with continuous point contact.

The annular space for items 2F and 2G shall be min 0 in. to max 1-1/2 in. (38 mm). Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used:

A. Steel Pipe — Nom 30 in. (762 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.

B. Iron Pipe — Nom 30 in. (762 mm) diam (or smaller) cast or ductile iron pipe.

C. Conduit — Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing or 6 in. (152 mm) diam (or smaller) steel conduit.

D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing.

E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe.

F. Aluminum Pipe — Nom 2 in. (51 mm) diam (or smaller) Schedule 5 (or heavier) aluminum pipe for use in closed (process or supply) piping systems.

G. Aluminum Conduit — Nom 2 in. (51 mm) diam (or smaller) aluminum electric metallic tubing (EMT) or rigid aluminum conduit for use in closed (process or supply) piping systems.

The hourly T Ratings of the firestop system are equal to 0 Hr when items 2A to 2E are used and equal to 1/2 Hr when items 2F and 2G are used.

The hourly CAN F and FH Ratings are equal to 0 Hr when items 2F and 2G are used.

C

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SS IF IED

Classified by Underwriters Laboratories, Inc.

to UL 1479 and CAN/ULC-S115

US ANSI/UL1479 (ASTM E814) CAN/ULC S115

F Rating — 1 and 2 Hr (See Items 1 and 3) F Rating — 0, 1 and 2 Hr (See Items 1, 2 and 3)

T Rating — 0 and 1/2 Hr (See Item 2) FT Rating — 0 Hr

L Rating At Ambient — Less Than 1 CFM/sq ft FH Rating — 0, 1 and 2 Hr (See Items 1, 2 and 3)

L Rating At 400 F — Less Than 1 CFM/sq ft FTH Rating — 0 Hr

L Rating At Ambient — Less Than 5.1 L/s/m2

L Rating At 400 F — Less Than 5.1 L/s/m2

3. Fill, Void or Cavity Material* — Min 5/8 in. (16 mm) thickness of fill material applied within the annulus, flush with both surfaces of wall. At the point or continuous contact locations between pipe and wall, a min 1/2 in. (13 mm) diam bead of fill material shall be applied at the pipe-wall interface on both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE MAX Intumescent Sealant

* Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively.