leesylvania elementary school addition and renovations · addendum 1 leesylvania elementary school...

ADDENDUM 1

LEESYLVANIA

ELEMENTARY SCHOOL

ADDITION AND

RENOVATIONS

PRINCE WILLIAM COUNTY, VIRGINIA

SDE 075-83-00-101

ARCHITECT/ENGINEER RICHMOND, VIRGINIA

TIMMONS GROUP

CIVIL CONSULTANT ASHBURN, VIRGINIA

FOODSERVICE CONSULTANTS STUDIO

CIVIL CONSULTANT HENRICO, VIRGINIA

A/E’s Proj. #561670 Set No.

December 21, 2017

PURCHASING OFFICE

P.O. BOX 389, MANASSAS, VA 20108 • HTTP://PURCHASING.DEPARTMENTS.PWCS.EDU • 703.791.8743, FAX 703.791.8610

ADDENDUM # 1 DATE: December 21, 2017 REFERENCE: Invitation for Bid: S-LB-18606 IFB Issue Date: December 5, 2017

Title & Location: Construction of Leesylvania Elementary School Addition and Renovation

15800 Neabsco Road, Woodbridge, VA 22191 Architect/Engineer: Moseley Architects Sealed Bid Due Date &Time: January 9, 2018 at 2:00 p.m.

THE FOLLOWING CHANGES, ADDITIONS, DELETIONS AND CLARIFICATIONS ARE HEREBY MADE PART OF THE BIDDING REQUIREMENTS AND CONTRACT DOCUMENTS FOR THE ABOVE REFERENCED PROJECT AND SHALL BE TAKEN INTO ACCOUNT IN THE PREPARATION OF ALL BIDS AND THE EXECUTION OF ALL WORK. BIDDERS SHALL ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE APPROPRIATE SPACE ON THE BID FORM. TO DOWNLOAD THE COMPLETE ADDENDUM GO TO www.moseleyarchitects.com AND CLICK ON THE BIDDING TAB

1. MODIFICATIONS TO THE PROJECT MANUAL

SECTION 087100 – PWCS – FINISH HARDWARE

Page 80, ADD the following door hardware sets:

“Hardware Set 2G.1 LE (Exterior Pair, Access Control Exit Device, Continuous hinge)

Each opening to receive

2 ea Continuous Hinge MCK-54-CLEAR (Mck)

1 ea Exit Device [**] 21-43-G1-PA-8877-ETJ x TB-RHRB-US32D (Sar)

1 ea Exit Device 43-8810-ETJ x TB-LHRB-US32D (Sar)

1ea Removable Mullion 21-L980S x 96” USP (Sar)

(Removable mullion to be cut to size in the field)

2 ea Kick Plate K1050 - 8” x 4” LDW x B4E x TEK - US32D (Roc)

2 ea Closer/Stop EN1431-CPS x TB (Sar)

1 ea Threshold 272A – Door Width x MS & E25 (Pem)

(Threshold to be notched for removable mullion in the field)

2 set Weather Stripping 316AS - Door Width x Height x TEK (Pem)

2 ea Door Drip Sweep 345ANB - Door Width x TEK (Pem)

1 ea Frame Drip Strip 346C-4” more than door opening width x TEK (Pem)

[**][Note reference 08710, 2.7A Items 8, 9,10 for required accessories]

http://www.moseleyarchitects.com/

PURCHASING OFFICE


Hardware Set 2G.2 LE (Exterior Pair, Access Control Exit Device, Mortise hinge)


6 ea Hinge TA2714 4 ½” X 4 ½” NRP US26D (Mck)

1 ea Exit Device [**] 21-43-G1-PA-8877-ETJ x TB-RHRB-US32D (Sar)

1 ea Exit Device 43-8810-ETJ x TB-LHRB-US32D (Sar)

2 ea Closer EN1431-CPS x TB (Sar)

1 ea Removable Mullion 21-L980S x 96” USP field sized (Sar)

2 ea Kick Plate K1050- 8” x 2” LDW x B4E x TEK – US32D (Roc)

1 ea Threshold 272A – Door Width x MS & ES25 (Pem)

2 set Weather Stripping 316AS – Door Width x Height x TEK (Pem)

2 ea Door Drip Sweep 345ANB – Door Width x TEK (Pem)

[**] [Note: reference 08710, 2.7A items 8,9,10 for required accessories]

Hardware Set 131.3 LE (Pair Fire Doors-Exits-Closer w Stop-Half surface hinges - WD)


6 ea Hinge TA2772 4 ½ US26D (Mck)

6 ea Back Plate BP-10 4 ½ US26D (Mck)

1 ea Exit Device 12-21-43-8813 x ETJ x TB-US32D (Sar)

1 ea Exit Device 12-21-43-8810 x TB-US32D (Sar)

1 ea Removable Mullion 12-21-L980 x 96” USP (Sar)



4 ea Kick/Mop Plate K1050 - 6” x 4” LDW x B4E x TEK - US32D (Roc)

2 ea Silencer 608 (Roc)

Hardware Set 8A.2 LE (Entry Door-Mortise Hinge-Rim Exit Device-Night Latch - MD)



1 ea Exit Device 21-43-8804 x ETJ x TB-US (Sar)



1 ea Threshold 272A - Door Width x MS & ES25 (Pem)


1 ea Door Bottom Sweep 18061CNB - Door Width x TEK (Pem)

Hardware Set 102B.1 LE (Closet Door-Storeroom Lock-Door Closer - WD)


3 ea Hinge TA2772 4½ US26D (Mck)

3 ea Back Plate BP-10 4½ US26D (Mck)

1 ea Storeroom Lockset 21-28-11G04 LJ US26D (Sar)

1 ea Closer EN 1431-0 or P10 x TB (Sar)


1 ea Mop Plate K1050 - 6” x 4” LDW x B4E x TEK - US32D (Roc)

1 ea Wall Stop 409 - US32D (Roc)

3 ea Silencer 608 (Roc)

PURCHASING OFFICE


Hardware Set 2.1 LE(Exterior Pair w/o Overhang-Rim Exit-Night Latch- SE Keyway-MD)



1 ea Exit Device SE-43-8804 x 826 x TB-US32D (Sar)

1 ea Exit Device 43-8810 x 821 x TB-US32D (Sar)


1 ea Removable Mullion SE-L980S x 96” USP (Sar)


2 ea Kick Plate KP50 - 8” x 4” LDW x B4E x TEK - US32D (Roc)

1 ea Threshold 272A – Door width x MS & ES25 (Pem)


2 set Weather Stripping MCK316AS - Door Width x Height x TEK (Pem)

2 ea Door Drip Sweep MCK345ANB - Door Width x TEK (Pem)

1 ea Frame Drip Strip MCK346C-4” over frame width x TEK (Pem)

Hardware Set 9.1 LE (Pr Vestibule-Main Entry Doors Rim Exit Night Latch - MD)



1 ea Exit Device 21-43-8804 x ETJ x TB-RHRB-US32D (Sar)

1 ea Exit Device 43-8810 x ETJ x TB-LHRB-US32D (Sar)

1 ea Removable Mullion 21-L980S x 96” USP (Sar)


2 ea Door Closers EN1431-0 x TB (Sar)


1 ea Threshold 272A - Door Width x MS & ES25 (Pem)



2 ea Door Bottom Sweep 18061CNB - Door Width x TEK (Pem)”

SECTION 235216 – CONDENSING BOILERS

Paragraph 1.2, DELETE “pulse-combustion”

2. MODIFICATIONS TO THE DRAWINGS

DRAWING C1.1

ADD note to “Standard Basketball Goal” detail: “Note: portions of play area to be heavy duty as shown

on site plan.”

Refer to attached supplemental drawing AD1-C1.

DRAWING C3.2

DELETE reference to Sheet C3.4 in the Soils Section, which was removed from the sheet set.

DELETE reference to Sheets C7.0-C7.15 in the Calculations Section, which was removed from the sheet

set.


PURCHASING OFFICE


DRAWING C6.0

REVISED proposed storm sewer pipe at Structure 3 to an existing pipe.


DRAWING L2.1

REVISED “Size of Planting” and type of “Root” for the Plant Schedule.


DRAWING A1.2.3

DELETE all operable partitions in the classroom locations at C108-C110, C104-C1-06, C124-C126,

C128-C130, C132-C134, C134-C136, and C132-C154.

DELETE removal of all pass-through doors in the classrooms at locations C108-C110, C104-C1-06,

C124-C126, C128-C130, C132-C134, C134-C136, and C132-C154. These doors shall remain as existing.

ADD note “31 - REMOVE OPERABLE PARTITION AND TRACK ABOVE” to the Demolition Plan

Keynotes.

Refer to attached supplemental drawings AD1-A1 – AD1-A3

DRAWING A2.1.3

ADD masonry infill to operable partition locations at C108-C110, C104-C1-06, C124-C126, C128-C130,

C132-C134, C134-C136, and C132-C154.

Cubbies referenced by 8/A8.1.2 at rooms C104, C106, C108, C110, C124, C126, C128, C130, C132,

C134, C136, and C154 have been relocated.

Pass-through doors in classrooms shall remain. DELETE masonry infill at pass-through door locations at

C108-C110, C104-C1-06, C124-C126, C128-C130, C132-C134, C134-C136, and C132-C154.

Refer to attached supplemental drawings AD1-A4 – AD1-A6.

END TO ADDENDUM #1 TO PWCS BID #S-LB-18606

ARCHITECTS

3200 NORFOLK STREET, RICHMOND, VIRGINIA, 23230PHONE (804) 794-7555 FAX (804) 355-5690MOSELEY .COM

PROJECT NO:

ATTACHMENT TO:

DATE:

DRAWN BY: SUPPLEMENTAL DWG. NO:

PROJECT:DRAWING TITLE: CONTRACT

DWG NO.:

12/18/2017 2:03:32 P

M

LEESYLVANIA ELEMENTARY SCHOOL ADDITION

12/21/17 561670

15800 NEABSCO ROAD, WOODBRIDGE, VA 22191

LTF

AD1-C1

GENERAL NOTES AND DETAILS

C1.1

1

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%%UOUTDOOR BASKETBALL COURT LAYOUT

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NO SCALE

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%%USTANDARD BASKETBALL GOAL

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FINISHED COURT SURFACE

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4" DIA. GALVANIZED PIPE FORMED UPRIGHT

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1'-6" R

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RIM

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CONC. FOOTING

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ANCHOR PIN

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2'

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6"

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3'-6"

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4'-0"

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10'-0"

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3'

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* "FAN" SHAPED METAL BACKBOARD

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* FOR DESIGN OF BACKBOARD REFER "NATIONAL FEDERATION OF STATE HIGH SCHOOLS ASSOCIATION" & "THE VA. HIGH SCHOOL LEAGUES"

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PROVIDE CONSTRUCTION JOINTS EVERY 12' O.C. (MAX). PROVIDE JOINT SEALANTS AT ALL EXPANSION JOINTS AND AT THE TRANSITION FROM HEAVY DUTY CONCRETE (EMERGENCY ACCESS)

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NO SCALE

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4" CONCRETE PAVEMENT SECTION (PER ADJACENT PAVEMENT SECTION)

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NOTE: PORTIONS OF PLAY AREA TO BE HEAVY DUTY AS SHOWN ON SITE PLAN

ARCHITECTS


PROJECT NO:

ATTACHMENT TO:

DATE:



DWG NO.:

12/18/2017 2:03:32 P

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12/21/17 561670


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AD1-C2

EROSION & SEDIMENT CONTROL

NOTES & DETAILS

C3.2

2

1

AutoCAD SHX Text

THERE ARE NO OFF-SITE AREAS BEING DISTURBED WITH THIS PLAN. SHOULD THE NEED ARISE TO GRADE OFF-SITE, OR OBTAIN MATERIAL FROM A BORROW AREA, THE AREA MUST BE COVERED BY A VALID GRADING PERMIT.

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%%USOILS

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%%UCRITICAL EROSION AREAS

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%%UEROSION AND SEDIMENT CONTROL MEASURES

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THE PROPOSED DISTURBED AREA WAS PARTIALLY GRADED WITH THE OVERALL DEVELOPMENT OF LEESYLVANNIA ELEMENTARY SCHOOL. SLOPES WITHIN THIS AREA ARE MINIMAL AND WERE PROPERLY COMPACTED DURING THE ORIGINAL DEVELOPMENT. STEEP SLOPES (3:1 MAX) ARE LOCATED AT THE EDGE OF THE PROPERTY. THE SITE INSPECTOR SHALL HAVE THE AUTHORITY TO ADJUST OR REQUIRE ADDITIONAL EROSION MEASURES IF NEEDED TO PREVENT SEDIMENT FROM LEAVING THE DISTURBED AREAS.

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%%UPERMANENT STABILIZATION

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%%UMAINTENANCE

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%%USTORM WATER RUNOFF CONSIDERATION

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THIS PROJECT SITE DRAINS TO A STORMWATER PIPE NETWORK THAT HAS BEEN PREVIOUSLY DESIGNED AND CONSTRUCTED TO ACCOMMODATE THIS AS A DEVELOPED SITE. THE EXISTING STORM PIPES, AND OUTFALL CHANNELS HAVE PROVEN OUTFALL CAPACITY FOR THIS DEVELOPED SITE.

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%%UDRAINAGE DIVIDES

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PRE & POST DEVELOPMENT DRAINAGE DIVIDES HAVE BEEN PROVIDED WITH THE E&S PLAN DESIGN ON SHEETS C3.0 - C3.1.C3.0 - C3.1. - C3.1.C3.1..

AutoCAD SHX Text

UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND PWC DCSM SECTION 700. THE MINIMUM . THE MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE BY LOCAL AUTHORITIES HAVING JURISDICTION.

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SEE PWC COVER SHEET, SHEET C0.0 FOR THE COUNTY SOILS MAPPING & THE COUNTY SOILS SUMMARY.

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ALL NON-PAVED AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE IN ACCORDANCE WITH STD. & SPEC. 3.32, PERMANENT SEEDING. SEED TYPE SHALL BE AS SPECIFIED FOR "MINIMUM CARE LAWNS" AND "GENERAL SLOPES" IN THE HANDBOOK. MULCH (STRAW OR FIBER) SHALL BE USED ON ALL SEEDED SURFACES. IN ALL SEEDING OPERATIONS SEED, FERTILIZER AND LIME SHALL BE APPLIED PRIOR TO MULCHING.

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ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RUN-OFF PRODUCING RAINFALL. THE FOLLOWING ITEMS SHALL BE CHECKED IN PARTICULAR:

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%%UCALCULATIONS:

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STORM DRAINAGE CALCULATIONS CAN BE FOUND ON SHEET C6.4.

4

4

.

9

8

F

F

O

U

T

S

I

D

E

1

5

"R

C

P

15"R

CP

6

6

.

4

'

1

2

.

3

'

1

2

.

9

'

9

6

.

6

'

1

9

1

.

2

'

0

.

2

'

L

E

E

S

Y

L

V

A

N

I

A

E

L

E

M

E

N

T

A

R

Y

S

C

H

O

O

L

B

U

I

L

D

I

N

G

H

E

I

G

H

T

3

0

'

8

"

E

X

C

O

N

C

.W

A

L

K

E

X

A

S

P

H

A

L

T

D

R

IV

E

44

4

4

43

4

3

46

33

NO UTILITY

INSTALLATION IN

THIS AREA

LOD

LOD

L

O

D

L

O

D

L

O

D

43

44

4

5

4

4

4

3

E

X

F

.

F

.

=

4

5

.

0

0

F.F. = 45.02

RELOCATED

STORM SEWER

15' STORM

SEWER

EASEMENT

CONNECT TO

EXISTING

STORM

10 YR W.S.E.

= 43.04

10 YR W.S.E.

= 43.18

10 YR W.S.E.

= 42.78

D

18" RCP

58.43'

0.50%

18" RCP

54.80'

0.50%

4

5

18" RCP

50.90'

0.50%

3

15" RCP

20.48'

4.95%

1

21" RCP

38.66'

1.30%

2

D

ARCHITECTS


PROJECT NO:

ATTACHMENT TO:

DATE:



DWG NO.:

12/18/2017 2:03:32 P

M


12/21/17 561670


LTF

0

SCALE 1"=30'

60'30'

AD1-C3

GRADING PLAN

C6.0

1

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EX MECH. AREA

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EX 20' STM. SEW. ESM'T**

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15' W/L ESM'T**

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EX 15' W/L ESM'T**

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EX 10' GTE VA ESM'T *

ARCHITECTS


PROJECT NO:

ATTACHMENT TO:

DATE:



DWG NO.:

12/18/2017 2:03:32 P

M


12/21/17 561670


LTF

AD1-C4

LANDSCAPE NOTES AND DETAILS

L2.1

1

CLASSROOM

C134

CLOSET

C135

CLOSET

C133

CLASSROOM

C132

TOILET

C155

CLASSROOM

C154

CLASSROOM

C152

CLOSET

C153

CLASSROOM

C150

CLOSET

C151

CLOSET

C149

CLASSROOM

C148

CLASSROOM

C130

CLOSET

C131

CLOSET

C129

CLASSROOM

C128

CORRIDOR

C121A

2

3

4

2

3

4

2

3

4

2

3

4

2

3

4

2

3

4

2

3

4

2

3

4

2

3

2

3

2

3

2

3

2

3

2

3

2

3

3

4

3

6

6 6

6 6 6

66

77

777

77

7

8

8

ADD 1

ADD 1

ADD 1

ADD 1

31 31

31

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PROJECT NO:

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DRAWN BY: SUPPLEMENTAL DWG. NO:PROJECT:DRAWING TITLE: CONTRACT

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12/2

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DEMOLITION FLOOR PLAN - PART C LEESYLVANIA ELEMENTARY SCHOOL ADDITION

12/21/17 56167015800 NEABSCO ROAD, WOODBRIDGE, VA 22191 AD1-A1

CEM ADDENDUM 1

A1.2.3

1/8" = 1'-0"

DEMOLITION FLOOR PLAN - PART C

CLASSROOM

C139

CLOSET

C140

CLOSET

C138

CLASSROOM

C137CLASSROOM

C136

TOILET

C147A

CLASSROOM

C134

CLASSROOM

C128

CLASSROOM

C126

CLOSET

C127

CLOSET

C125

CLASSROOM

C124BOYS

C123

GIRLS

C122

ELEC

C101TOILET

C103A

CORRIDOR

C121

2

3

4

2

3

4

2

3

4

2

3

4

2

3

4

2

3

4

2

3

4

3

43

4

2

3

2

3

2

3

2

3

3

4

3

6 6

6 6

6 6

6

77

777

77

8

ADD 1

ADD 1

ADD 1

31

31

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CEM ADDENDUM 1

A1.2.3

1/8" = 1'-0"


CLASSROOM

C104

CLOSET

C105

CLOSET

C107

CLASSROOM

C106

CLASSROOM

C108

CLOSET

C109

CLOSET

C111

CLASSROOM

C110

CORRIDOR

C100A

1

2

3

4

2

3

4

2

3

4

2

3

4

2 3 2 3

2 32 3

3

6 6

66

77

7 7

8

26

20

ADD 1ADD 1

3131

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CEM ADDENDUM 1

A1.2.3

1/8" = 1'-0"


CLASSROOM

C134

CLOSET

C135

CLOSET

C133

CLASSROOM

C132

TOILET

C155

CLASSROOM

C154

CLASSROOM

C152

CLOSET

C153

CLOSET

C151

CLOSET

C149

CLASSROOM

C148

CLASSROOM

C130

CLOSET

C131

CLOSET

C129

CLASSROOM

C128

CORRIDOR

C121A

A8.1.2

2

A8.1.2

2

A8.1.2

2A8.1.2 3 A8.1.23 A8.1.2 3 A8.1.23

A8.1.23A8.1.2 3A8.1.23A8.1.2 3

A8.1.1

26

4' T

B

4' T

B

8' M

BIW

B (

NIC

)8' M

B

8' M

BIW

B (

NIC

)8' M

B

4' T

B

4' T

B8' T

B

6' M

BIW

B (

NIC

)6' M

B

8' T

B

6' M

BIW

B (

NIC

)6' M

B

4' T

B

4' T

B

8' TS8' TB

8' TB

8' TS8' TB

8' TB

8' TS

8' TS8' TS

8' TS8' TB

8' TB 8' TS 8' TS

A8.1.1

25

A8.1.1

25

A8.1.1

25

A8.1.1

25

A8.1.1

25

2 2 2 2

2 2 2 2

A8.1.1

22

6(2) 6 (2) 6 (2)

6(2) (2)6 6(2) (2)6

A8.1.2 8

TOOTH IN

MASONRY INFILL

A8.1.28A8.1.2 8

A8.1.2 8 A8.1.28

A8.1.28

TOOTH IN

MASONRY INFILL

ADD 1

ADD 1

2' -

0"

2' -

0"

2' -

0"

TOOTH IN

MASONRY INFILL

ADD 1

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DWG NO.:

12/2

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FLOOR PLAN - PART C LEESYLVANIA ELEMENTARY SCHOOL ADDITION


CEM ADDENDUM 1

A2.1.3

1/8" = 1'-0"

FIRST FLOOR PLAN - PART C

A8.1.2

9

CLASSROOM

C139

CLOSET

C140

CLOSET

C138

CLASSROOM

C137

CLASSROOM

C136

TOILET

C147A

CLASSROOM

C134

CLASSROOM

C128

CLASSROOM

C126

CLOSET

C127

CLOSET

C125

CLASSROOM

C124

BOYS

C123

TOILET

C103A

CORRIDOR

C121

A8.1.2

2

A8.1.2

2

A8.1.2

2

A8.1.2

2

A8.1.2

2 A8.1.2 3

A8.1.2

3

A8.1.23A8.1.2 3

A8.1.1

27

A8.1.1

26

8' M

BIW

B (

NIC

)8' M

B

4' T

B

4' T

B

8' M

BIW

B (

NIC

)8' M

B

8' M

BIW

B (

NIC

)8' M

B6' M

BIW

B (

NIC

)6' M

B

8' T

B

6' M

BIW

B (

NIC

)6' M

B

6' M

BIW

B (

NIC

)6' M

B

4' T

B

4' T

B

8' TB

8' TB

8' TS8' TS

8' TB

8' TB

8' TS

8' TB

A8.1.1

25

A8.1.1

25

A8.1.1

25

2 22

2 2

A8.1.1

22

6(2) 6 (2)

6(2) (2)6

C121A

STORAGE

C103

A8.1.2 8 A8.1.28

A8.1.2 8

A8.1.2 8 A8.1.28

ADD 1

2' -

0"

ADD 1

ADD 1TOOTH IN

MASONRY INFILL

2' -

0"

TOOTH IN

MASONRY INFILL

^o`efqb`qp



jlpbibv K`lj

PROJECT NO:

ATTACHMENT TO:

DATE:


DWG NO.:

12/2

0/2

017 1

1:2

8:0

3 A

M



CEM ADDENDUM 1

A2.1.3

1/8" = 1'-0"


A8.1.22

A8.1.2

3

CLASSROOM

C104

CLOSET

C105

CLOSET

C107

CLASSROOM

C106CLASSROOM

C108

CLOSET

C109

CLOSET

C111

CLASSROOM

C110

CORRIDOR

C100A

A8.1.2 2

A8.1.2 2A8.1.22

A8.1.2

3

A8.1.2

3

A8.1.2

34' TB

4' TB 4' TB

4' TB

8' MB IWB (NIC) 8' MB 8' MB IWB (NIC) 8' MB

8' T

B

8' T

B

8' T

S

8' T

S

2

22

2

6 (2)

6 (2)

6 (2)

6 (2)

C100A

C100B

15

A8.1.1 25A8.1.125

A8.1.127A8.1.1 27

A8.1.2

8

A8.1.2

8

TOOTH IN

MASONRY INFILL

TOOTH IN

MASONRY INFILL

2' - 0"

A8.1.2

8

2' - 0"

A8.1.2

8

ADD 1

ADD 1

^o`efqb`qp



jlpbibv K`lj

PROJECT NO:

ATTACHMENT TO:

DATE:


DWG NO.:

12/2

0/2

017 1

1:2

8:0

3 A

M



CEM ADDENDUM 1

A2.1.3

1/8" = 1'-0"


leesylvania elementary school addition and renovations · addendum 1 leesylvania elementary school...

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