csd two interconnected middle schools project manual volume 1 project manual … · 2021. 1. 8. ·...

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Date: January 8, 2021

Re: CSD TWO INTERCONNECTED MIDDLE SCHOOLS

Dover, Delaware

2019180.00

ADDENDUM ONE

The addendum forms a part of the contract documents and modifies the original bidding documents, dated December

18, 2020, as noted below.

PROJECT MANUAL VOLUME 1

1. See attached RYJ Addendum No. 1.

PROJECT MANUAL VOLUME 2

1. Section 113013-Residential Appliances a. Clarification: All residential appliances, including refrigerators, washers and dryers noted

elsewhere in the documents, are NIC. This spec section is for casework coordination purposes only.

b. DELETE 2.2A and REPLACE with “2,2A Basis-of-Design Product: Drop-in electric range Model

#FFEH3054US by Frigidaire or a comparable product (NIC).

c. DELETE 2.2B and REPLACE with “2,2B Basis-of-Design Product: Dishwasher Model

#FGIP2468UF by Frigidaire or a comparable product (NIC).

2. Section 115119-Book Theft Protection Equipment a. Clarification: Book Security Gates are to be directly attached to floor with all electric and data lines

located within floor structure.

3. Section 116133-Stage Rigging and Draperies a. DELETE 3.06A and REPLACE with “3.06A Description and Sizes: New draperies shall be as made

in accordance with the schedule shown on the drawings:”

4. Section 117300-Post Frame Building Systems a. DELETE 2.3 in its entirety.

5. Section 119513-Kilns a. Under 1.6A, DELETE “five (5) years” and REPLACE with “two (2) years on parts and thirty (30)

months on digital controller.”

6. Section 123216-Manuafactured Plastic-Laminate-Faced Casework

a. Under 2.2A, DELETE item 2. in its entirety and RPLACE with “2. Millwork to be made to AWI standards, but the supplier not required to be AWI certified.”

7. Section 123553-Laboratory Casework

a. Under 2.1A, ADD “5. Diversified Woodcrafts.”

8. Section 132148-Sound-Conditioned Rooms

a. CLARIFICATION: The two Sound-Isolation Rooms covered by this section are D132A and D132C,

adjacent to Music D132.

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9. Section 133418-Pattient Care Equipment

a. CLARIFICATION: The two Patient-Bed Service Walls covered by this section are located in Health

Sciences C131. See 12/A702.

DRAWINGS VOLUME 1

1. A101E: REPLACE with the attached A101E, which included the following ADDITIONS.

a. ADD wire mesh partitions in Storage D105.

2. A101H: REPLACE with the attached A101H, which includes the following ADDITIONS.

a. ADD chase in Hoteling A111.

3. A310: REPLACE with the attached A310, which includes the following DELETIONS.

a. Detail 1:

i. REMOVE blocking at roof.

b. Detail 2:


c. Detail 3:



a. Detail 1:


b. Detail 2:


c. Detail 3:


d. Detail 4:



a. Detail 1:


b. Detail 2:


c. Detail 3:


d. Detail 4:


6. A313 REPLACE with the attached A313, which includes the following DELETIONS.

a. Detail 1:


b. Detail 3:


7. A314 REPLACE with the attached A314, which includes the following DELETIONS.

a . Detail 1:


b. Detail 2:


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c. Detail 3:


8. A315: REPLACE with the attached A315, which includes the following DELETIONS

.a. Detail 1:


b. Detail 2:


c. Detail 4:



. a.Detail 1:

i. REMOVE blocking at high roof.

ii. REMOVE blocking at low roof.

b. Detail 2:

i. REMOVE blocking at high roof.

ii. REMOVE blocking at low roof.

c. Detail 3:



a. Detail 1:


b. Detail 2:


c. Detail 3:



. a. Detail 1:


b. Detail 2:


c. Detail 3:


12. A409: REPLACE with the attached A409, which includes the following ADDITIONS.

. a. Detail 3:

i. ADD notes.


a. Detail 7:

i. REMOVE ceiling and insulation.


a. Detail 1:



a. Detail 1:


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b. Detail 2:


c. Detail 4:



a. Detail 3:


b. Detail 4:



a. Detail 2:


18. A601

a. Clarification: On Finish Schedule, for “Wood” shown at Monumental Stairs and at Alcoves, see

Section 064023-Interior Architectural Woodwork.

19. A601 and A602

a. On Finish Legend-Basis Of Design, REPLACE “EP-1” with “HPC-1.”

20. A701

a. On 14/ A701, DELETE “ALTERNATE.”

21. A708: REPLACE with the attached A708, which includes the following ADDITIONS.

a. Detail 12:

i. ADD detail.

BIDDER’S RFI’s

RFI 1

1. Spec sections 101416A and 114683 are listed on my SOW (Line item A)but are not in the specs. a. Answer: Specification 101416A is simply an attachment to 101416, as noted under the 3.4 Plaque

Schedule. There is no Section 114983-Ice Machines.

2. Gymnasium Bleachers and Exterior Bleachers are listed in my SOW, but the spec sections are not listed in (line item A)

a. Answer: See Drawing C906, Competition Softball Field Layout for exterior bleachers requirements.

RFI 2

1. Can we Waive the AISC certification? Or Can we at least submit proof our ability to perform required work.

a. Answer: Requirement will be issued by this addendum for millwork to be made to AWI standards, but the supplier not required to be AWI certified.

RFI 3

1. The storage shed shown on A/422 is listed in col line A but no details in the SOW. What would we own on

this building? I am assuming the DFH and coiling doors would be supplied, and we would install.

a. Answer: Contract A-5 Carpentry is to provide storage building post frame construction including all coiling doors, install only of entry doors, all framing, concrete foundation, wood trusses, wall &

ceiling insulation, metal roof, ceiling, siding and interior metal panel liner and plywood complete.

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Concrete slab work provided Concrete contract A-2; compacted fill and grading provided by

Sitework Contract A-1; entry hollow metal doors furnished only by Doors/Hardware contract A-7;

Mechanical provided by Mechanical contract A-15 and electrical work provided by Electrical

contract A-17.

2. Will the slab be by the concrete contractor?

a. Answer: See RFI 3 Question 1 answer.

3. Electric by the Electrical contractor?

a. Answer: See RFI 3 Question 1 answer.

4. The storage shed shown on A/422 is listed in col line A but no details in the SOW. What would we own on

this building? I am assuming the DFH and coiling doors would be supplied, and we would install.

a. Answer: Reflected Ceiling Plan is correct. Wall Section 7/A422 will be deleted by this addendum. See

also Spec Section 133418-Post Frame Building Systems.

5. I can’t seem to find any Mechanical screens. Please advise if they are in this project.

a. Answer: See revisions to Summary of Work

6. On the book theft protection. I need to know the mounting method required as this affects pricing.

a. Answer: Book Security Gates are to be directly attached to floor with all electric and data lines

located within floor structure. Clarification will be issued by this addendum.

7. Is there a spec for the exterior bleachers?

a. Answer: See Drawing C906, Competition Softball Field Layout for exterior bleachers

requirements.

8. Spec 116613 Exercise Equipment, how many are needed? I see a detail on A512 but no reference on any

Elevations.

a. Answer: See 9/A704 for dance barre location.

9. Residential Appliances 113013 Both Items are discontinued need model numbers for alternate items

a. Answer: By this addendum, appliance model numbers will be revised and noted they are

NIC and given for coordination purposes only.

.

10. 102213 Wire Mesh Partitions There is no reference in the partition list for these. Are they fencing or interior

partitions?

a. Answer: See Section 102213 Wire Mesh Partitions. By this addendum, these will be located in

Storage D105.

11. Specification 101416A; a second plaque spec but it has no dimensions and no materials.

a. Answer: Specification 101416A is simply an attachment to 101416, as noted under the 3.4

Plaque Schedule.

12. I’m looking at the drawings and there is refrigerators and washer & Dryers who are they by and if us we need

specs.

a. Answer: Refrigerators and washers and dryers are NIC. Clarification will be issued by

this addendum.

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RFI 4

1. The Construction Manager General Conditions part 16.i says that each contractor is to pay for all power

consumed. How is this going to be practical to keep separate electric meters for each of the 21 bid packages?

Please delete this item.

a. Answer: Delete reference for each contract to pay for their own electric; School District will pay for

only power consumed, not the power hook up.

2. In the carpentry scope item J, please confirm that “projection monitoring brackets” should read” projector

mounting brackets.”

a. Answer: Yes, that is correct

3. Carpentry scope item X calls for providing “projection scissor lift.” Please explain what this means.

a. Answer: See Sheet A303 in cafeteria, Sheet A305 in gym, Sheet T101D & Sheet T101E.

4. Carpentry scope item RRR calls for providing “dance barre in black box.” Please explain what this is referring

to.

a. Answer: See Spec Section 116613-Exercise Equipment, Drawing Detail 6/A512 and Black Box D128

on floor plans.

RFI 5

1. Need Spec Section 114983 - Ice Machine

a. Answer: There is no Section 114983-Ice Machines.

2. Contact 5 – Item Q- Provide architectural louvers- where are these located?

a. Answer: See Section 089119-Fixed Lovers.

3. What species of wood goes on top 5B walls?

a. Answer: See Section 064023-Interior Architectural Woodwork.

4. Which contact owns metal panel ceiling?

a. Answer: Contract A-10 Acoustical Work

5. Drawing A605- shows to use details on pages A613, A614, A615 & A616, will these drawings be issued?

a. Answer: A613, A614, A615, A616 and A617 will be issued by Addendum 2.

6. Drawing A103 – detail 2/A521 shows sloping insulation @ crickets, Details on A311 shows wood framing

sloping @ wall area. This is usually done with roof insulation. Please advise?

a. Answer: Related wood blocking will be deleted by this addendum.

7. Drawing A701 – detail 14 calls for marker boards as an alternate. This is not noted on Bid Form. Please

advise?

a. Answer: Reference to Alternate will be deleted by this addendum.

8. Contact 5 Item V – Provide corner guards- these are not shown on drawing. Please advise.

a. Answer: See Section 102600-Wall and Door Protection.

9. Drawing A407 – calls for wood planks on monumental stairs. Can details and species of wood be given?

a. Answer: See Section 064023-Interior Architectural Woodwork.

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10. Drawing A407 @ wood benches - can details and species of wood be given?

a. Answer: See Section 064023-Interior Architectural Woodwork and Detail 7/A407.

11. Contact 5 – Item CC – Formed metal closures – can location & quantity be given?

a. Answer: See Section 057500-Decorative Formed Metal. Locations are throughout building.

12. Contact 5 – Item TT – Provide impact wall protection – can locations be given, not shown on drawing?

a. Answer: See Section 102600-Wall and Door Protection.

13. Contact 5 – Item VV – Steel plate- Will this be used, not shown on drawings?

a. Answer: See Revisions to Summary of Work.

14. Contact 5 – Item WW – Roof top screens – These are not shown, please advise.

a. Answer: There are no rooftop screens.

15. Contact 5 – Item LLL – State Column covers, can location be given?

a. Answer: . See columns around Monumental Stairs on Drawings A101A, A01G, A102A and A102G.

16. Scope of work contact 5 notes- Section 071326, will waterproofing be part of this contact?

a. Answer: See Revisions to Summary of Work.

17. Contact 5 – Item QQQ – Need details on 5C walls showing Z grit and wood planking. Also, need species of

wood?

a. Answer: See Section 064023-Interior Architectural Woodwork and Drawing A005.

18. Contact 5 – Item RRR – can model numbers be given for the dance bar and details on mounting the dance

bar?

a. Answer: See Section 116613-Exercise Equipment and Detail 6/A512.

RFI 6

1. Unclear if asking for a 5-year warranty, which is not available. Warranty on Kilns are 2 years parts only and

30 months on the digital controller, please advise?

a. Answer: By this addendum, warranty will be revised to 2 years on parts and 30 months on digital

controller.

RFI 7

1. Drawing A40 Detail 10 shows washer and dryer NIC, please confirm there are no washers and dryers

required.

a. Answer: Washers and dryers are NIC.

2. Post framed building specification 133418 calls for both screwed down and standing seam room, please

clarify.

a. Answer: Reference to Exposed Fastener Roof Panels will be deleted by this addendum.

3. Post framed building calls to use a building in Minnesota, can we use a local post framed building contractor?

a. Answer: Requests for substitutions will be considered in accordance with provisions of Section

016000 - Product Requirements.

4. Can a summary of work be given for contract 5 at post framed building?

a. Answer: See Answer to RFI 3; Answer 1.

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5. Where are the sound condition rooms? Specifications says in practice rooms. Cannot find these on drawings.

a. Answer: See rooms D132A and D132C adjacent to Music D132. Clarification will be issued by

this addendum.

6. Specification 116113 Exercise, is only calling for dance bar, is this correct?

a. Answer: Yes.

7. Drawing A705, can more details be given at stage floor. Is the wood floor on sleepers and plywood? Direction

is needed.

a. Answer: See Basis-of-Design product in Spec Section 096466-Wood Athletic Flooring.

8. Drawing A705, details are needed at front of stage showing how this is constructed and wood finishes.

a. Answer: See A705 for details.

9. Drawing A409 detail 4, can more details be provided at step area?

a. Answer: Additional information will be issued by this addendum.

RFI 8

1. SOW DD/ LL – Confirm all sitework testing is by the site contractor.

a. Answer: Yes, all required testing related to site work is by site work contractor.

2. SOW item R – confirm extend of sitework scope related to gas line installation.

a. Answer: Refer to Gas Service Construction Notes G-1, G-2 & G-3 located on Sheet C-302.

3. Confirm SOW items for sitework for courtyard.

a. Answer: Site work for courtyard should include all grading, drainage utilities, perimeter concrete sidewalk, pavers and landscaping. Greenhouse is by Contract A-5 Carpentry, concrete for

greenhouse is by Contract A-2 Concrete, masonry for greenhouse is by Contract A-3 Masonry,

concrete walls and steps is by Contract A-2 Concrete Work, refer to sheet A421 and landscape plans

for greater detail.

4. SOW EEE – refers to tennis and pickle ball courts, are these in our scope? And is so, where are they located?

a. Answer: See revisions to Summary of Work.

5. Confirm that SOW items GGG, FFF and III are alternate items of bid per the bid form and should not be in

our base bid.

a. Answer: Confirmed, review alternates description in section 012300 Alternates.

6. Does alternate five include D areas of work?

a. Answer: Alternate Five is to provide natural grass in “D” areas at stadium. Alternate Six is to

provide turf with high jump pad and curbing, as designed in lieu of natural grass.

7. Should all items of work list all subs and second tier subs to our bid list?

a. Answer: See Subcontractor listing clarification in Addendum 1.

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RFI 9

1. The architectural millwork spec calls for AWI certification of the supplier. This requirement extremely limits

competition so we would suggest that the spec be changed to say that the millwork will be made to AWI

standards, but the supplier is not required to be certified.

a. Answer: Requirement will be issued by this addendum for millwork to be made to AWI standards, but

the supplier not required to be AWI certified.

RFI 10

1. Drawing A430 detail 9, which contract owns SS Counters and SS Trim?

a. Answer: Contract A-5 Carpentry & General Work.

2. Drawing A430 notes vinyl siding on detail 4 calls for metal siding, detail 8 at gables. Please advise.

a. Answer: There is no note on 4/A430 designating vinyl siding. Please make sure you are looking at

Bid Set. Wall Section 8/A430 is correct.

3. Will roofing contractor be responsible for 5 ½ roof insulation and stand seam room as noted Drawing A430

details 8?

a. Answer: Yes, Contract A-6 Roofing Work is to provide.

4. Drawing A101F Patient care equipment, will this be only in exam rooms at nurses and health science?

a. Answer: Two Patient-Bed Service Walls (PBSW) Headwall Systems are located only at the cubicles

in Health Sciences C131. See 12/A702. A specification clarification will be issued by this addendum.

5. Drawing A420 detail 4F, will contract 4 supply & install steel beams?

a. Answer: Contract A-4 Steel Work to supply & Contract A-5 Carpentry & General Work to install. .

RFI 11

1. Finish schedule shows HPC-1 but the finish legend doesn’t show what that is.

a. Answer: The Finish Legend designation EP-1 (High Performance Coating) will be revised to HPC-1 by this addendum.

2. Finish schedule shows wood, but the finish legend doesn’t show what that is.

a. Answer: See Section 064023-Interior Architectural Woodwork. Clarification will be issued by addendum.

3. SOW calls for FRP none shown on drawings. Please confirm there is no FRP in this project.

a. Answer: There is no FRP in the project.

RFI 12

1. We are interested in bidding the project in the CSD project, but I’m wondering if a test bore has been drilled

for the geothermal project? If so, is there data available for this bore, particularly a drill log?

a. Answer: See Spec Section 009399-Geotechnical Reports (Boring Logs).

RFI 13

1. Verify that A-13 contractor is responsible to furnish and install the stainless steel casework and counters at

4/A706.

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a. Answer: Contract A-13 Casework.

2. Literature racks are listed in both the A-5 and the A-13 scope. Advise what package owns these.

a. Answer: Contract A-13 Casework.

Advise quantity and location of literature racks.

a. Answer: Literature racks will be located in Waiting A100 by a future addendum.

3. Verify that A-05 owns all wood wall panels, except at the millwork desk on 4/A410, which would be covered

by A-13.

a. Answer: Correct, Contract A-13 Casework owns any wood panels associated with casework.

4. Sheet A616 is missing from the set. Please provide.

a. Answer: A613, A614, A615, A616 and A617 will be issued by a future addendum.

5. Provide detail and location of closet shelving.

a. Answer: There is no “closet shelving.” See Plans and Spec Section 105613-Metal Storage Shelving

for Storage Room shelving.

6. Provide elevation for casework in room A111.

a. Answer: An elevation will be issued by this addendum.

7. Scope A-13 lists media center shelving, but none is shown. Advise if media center shelving is intended to be

part of the project.

a. Answer: Media Center shelving is NIC.

8. Verify that 5-knuckle hinges are intended for the 123216 casework. Specification lists both 5knuckle and

frameless concealed hinges.

a. Answer: 5-knukle hinges are acceptable.

RFI 14

1. Drawing QT102 drapery schedule and specification drapery schedule have discrepancies. There’s a

dimension discrepancy for the valance, travelers, and cyc. There’s a quantity discrepancy for the Legs and

Borders

a. Answer: The schedule on drawing QT102 is correct. The schedule in the spec will be deleted by

this addendum.

END OF ADDENDUM NO. ONE

Attachments: Becker Morgan Group, Inc. drawings A101E, A101H, A310, A311, A312, A313, A314, A315, A316,

A317, A318, A409, A422, A522, A523, A524, A525 and A708, all with issue date of 01/08/2021.

Richard Y. Johnson & Son, Inc Addendum No. 1, dated 01/08/2021.

Pre-Bid Meeting Agenda, dated 12/29/2020.

Pre-Bid Meeting Sign-in Sheet, dated 12/29/2020.

Affidavit of Craft Training Compliance.

201918000_Addendum1.doc

E.7D.12E.4E.3E.2E.1 B.2

G.G

G.F

G.E

G.C

G.A

STAIR C2

C2

H.R

1

A303

A404

4

E.5D.1

6

A404

E.6

A401

3

OFFICIALS

D106

VEST

D3B

COACHOFFICE

D109

TLT

D109A

COACHOFFICE

D112

VEST

D3D

VEST

D3C

VEST

D3A

TLT

D112A

VEST

D3E

IDF

D114

AUXILIARYGYMNASIUM

D102

GYMNASIUM

D101

STORAGE

D105

CONCESSIONS

D100

STORAGE

D101A

TRAINING

D103

TLT

D103A

VEST

D0

STOR.

D102A

TOILETS

C137

TOILETS

C135

FLEXCLASSROOM

C136

CO

D115

STOR

D115AD104/1

D106/1 D3A/1 D3B/1 D109/1

D109A/1

D108/1D107/1

D3C/1

D110/1 D111/1

D3D/1 D112/1

D113/1

D112A/1

D3E/1

D115A/1

D102/1

D103A/1

D105/2

D105/3D101/4

D102/4

D102/2

D102/3

D101/5

D105/1 D100/1

D101/3

D101/2

D0/5

C6/2

C7/2

D3/1CORR

D3

D101A/1

10

' -

6"

9' - 6" 14' - 2 5/8" 9' - 1 3/8"

54

' -

0"

6' -

4"

52

' - 1

1"

CL

R.

9' -

5"

1E1E

1G

1G

1E

1E 1E

2C

2C1E

D3/2 D3/3

D2/1

D2/2

D102A/1

D0/6D0/4

D0/1

D101/1

D0/2 D0/3

CW-1

CW-13

D101/6

14

' -

8"

3' -

3 3

/4"

8' -

8"

93

' -

6"

15' - 1"

42' - 2" 6' - 4" 10' - 6" 12' - 10" 102' - 2"

C.5 B.1

D115/1

D103/1

D.7D.3

CW-1 CW-1

SF-28

CORR

D2

G.F.H

G.D

D.6 D.9 D.10

G.B

E.A

E.B

E.C

E.D

E.E

E.F

E.G

E.H

2" EXP. JT.

1' - 8"

SF-4

SF-4A

MATCHLINE - SEE 1/A101D

MA

TC

HL

INE

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EE

1/A

101

F

MA

TC

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1/A

101

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C2/2

2" EXP. JT

2" EXP JT

2" EXP JT

DIVIDER CURTAIN

D100/2

1E

1E

1E

1E

1E

D114/1

34' - 8" 6' - 3" 4' - 6 3/4" 8' - 8 1/8" 3' - 4" 5' - 6" 3' - 4"

2' - 0"

3' - 4" 14' - 8" 3' - 4" 5' - 4" 3' - 4"

2' - 0"

3' - 4" 14' - 0" 3' - 4" 2' - 8" 3' - 4" 8' - 8" 3' - 4" 5' - 1 7/8" 9' - 5 1/4" 12' - 5"

6' -

4"

7' -

0"

6' -

4"

28

' -

4"

6' -

4"

3' -

7 1

/8"

1

A305

4

A312

1

A315

2

A313

3

A313

1

A314

8' - 8"

17' - 0" 2' - 0"

15' - 3" 7' - 6" 11' - 6" 20' - 10" 19' - 8" 6' - 5" 3' - 11" 16' - 2" 12' - 6" 4' - 0" 4' - 0" 15' - 10" 4' - 8" 27' - 7"2' - 8"

23' - 9"

174' - 0" 22' - 8"

10

' -

6"

2' -

8"

1E

1G

2D1G

1G

1G

56' - 6 3/8" 101' - 4 3/8" 13' - 2"

1E 1E

1E

1E

1E

1E

4A

1G

A507

12

A507

4

A507

11

A504

11

A504

10

A507

10

A507

2

A507

1

A504

12

2C

A503

2Sim

5"

A507

9

8 SEATS PER ROW 16 SEATS PER ROW 16 SEATS PER ROW

154 TOTAL SEATS80 TOTAL SEATS 154 TOTAL SEATS

7 SEATS2 SEATS2 SEATS8 SEATS 2 SEATS 2 SEATS2 SEATS

MAT HOIST ABOVE

A507

8

A507

5

A507

6

A507

7

AV

D116A

1' - 2 3/8"

19

' - 1

1"

16

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1"

19

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0 5

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13

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2 3

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C2.8

A503

6Sim

A504

3SimD116A/1

1E 1E

D105A/1 D105A/2 D105B/2 D105B/1

4' - 8" 4' - 8"

4' -

0"

C2/1

DC-1

DC-1

DC-1

22' - 5" 2' - 8" 9' - 4" 15' - 0" 6' - 4" 2' - 0" 4' - 4" 7' - 8" 90' - 0" 3' - 4" 8' - 7"

2 SEATS

12' - 0" 4' - 6" 24' - 0" 4' - 6" 24' - 0" 4' - 6" 10' - 6"

7 SEATS PER ROW

70 TOTAL SEATS

8 SEATS PER ROW 16 SEATS PER ROW 16 SEATS PER ROW

154 TOTAL SEATS80 TOTAL SEATS 154 TOTAL SEATS

7 SEATS PER ROW

70 TOTAL SEATS

7 SEATS2 SEATS2 SEATS8 SEATS 2 SEATS 2 SEATS2 SEATS 2 SEATS

12

' -

5"

10

' - 1

0"

4' -

0"

16

' -

3"

1' -

9"1

0' -

8"

7' -

4"

14

' -

4"

3' -

8"

8' -

9"

7' -

1"

12

' -

0"

2' -

8"

8' -

7 3

/4"

8 1

/4"

2' -

10

"

15' - 3" 7' - 6" 3' - 3" 8' - 3" 20' - 10" 19' - 8" 6' - 5" 3' - 11" 16' - 2" 12' - 6" 4' - 0" 4' - 0" 15' - 10" 4' - 8" 27' - 7" 26' - 5"

9' - 11" 14' - 7"

2M

84' - 0"

F.E.C.

F.E.C.

TELESCOPING BLEACHER

TELESCOPING BLEACHER

ACCESS

D114A

D114A/1

SF-F3

3' - 4"

CW-3

1C

D.13 D.15D.14

A507

3

1E

3E1C1C

1E

3E

1E

3

A317

2' -

1"

2' - 1"

8B

8B

8D

6C

7A7B

6C

1

A306

2

A312

D.P

3C

A408

11

1E

SINK-1

A506

4

F.E.C.

VOLLEYBALL SLEEVE W/ COVER TYP. OF (6)

AED

AED

SINK-1

10

' -

9"

3C

DIVDER CURTAIN

FULL HEIGHT WIRE MESH PARTITIONS

A

EDUCATIONAL SYSTEMS PLANNING

TECHNOLOGY CONSULTANT

49 OLD SOLOMON'S ISLAND ROAD, SUITE 301ANNAPOLIS, MARYLAND 21401410-573-9148 fax 410-573-9215

RICHARD Y. JOHNSON & SON, INC.

CONSTRUCTION MANAGER

18404 JOHNSON AVENUELINCOLN, DELAWARE 19960302-422-3732 fax 302-422-4696

NYIKOS-GARCIA

FOODSERVICE DESIGN INC.FOOD SERVICE CONSULTANT18219-A FLOWER HILL WAYGAITHERSBURG, MARYLAND 20879240-683-9530 fax 240-683-9532

GIPE ASSOCIATES, INC.FIRE PROTECTION, PLUMBING, MECHANICAL, AND ELECTRICAL ENGINEER

8719 BROOKS DRIVEEASTON, MARYLAND 21601410-822-8688 fax: 410-822-6306

BAKER, INGRAM & ASSOCIATES

STRUCTURAL ENGINEER

1050 S. STATE STREETDOVER, DELAWARE 19901302-734-7400 fax 302-734-7592

PERKINS&WILL

ARCHITECTURAL CONSULTANT

1250 24TH STREET NW, SUITE 800WASHINGTON, DC 20037(202) 737-1020 fax: (302) 555-5555

SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020

Delaware309 S Governors Ave

Dover, DE 19904

302.734.7950

Maryland312 West Main St, Suite 300

Salisbury, MD 21801

410.546.9100

North Carolina3333 Jaeckle Drive, Suite 120

Wilmington, NC 28403

910.341.7600

www.beckermorgan.com

Rittenhouse Station

250 South Main Street, Suite 109

Newark, DE 19711

302.369.3700

1/8" = 1'-0"

1/7

/20

21 4

:50

:17

PM

BIM

36

0:/

/CS

D M

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ch

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l/P

W_C

SD

MID

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SC

HO

OL

_A

RC

H_

AL

L.r

vt

A101E

FIRST FLOOR PLAN -PART E

EFHEEM

12.18.2020

2019180.00

198 COMMERCE WAYDOVER, DE 19904

CAPITAL SCHOOLDISTRICT TWOINTERCONNECTEDMIDDLE SCHOOLS

SCALE: 1/8" = 1'-0"1FIRST FLOOR PLAN - PART E

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

0' 4' 8' 16'

PLAN NORTH

N

KEY PLAN

BC A

E

D

F G

H

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

0' 4' 8' 16'

PLAN NORTH

N

Mark Date Description

A 01/08/2021 ADDENDUM 1

A.10A.12

H.H

H.B

H.M

H.Q

A.G

G.G

PRIN

C104

SEC

C101

H.A

H.R

1

A304

H.N

H.D

B.11 A.13

ATTN

A101

BK

A108

CONF

A104

RCPT

A102

STAFF WR

A107

CONF

A114

CONF

A113

CONF

A110

VEST

A0

RECORD'S

A105

25' - 0"

B3/1

B100/1

CONFERENCE

B100

CONFERENCE

C100

C100/1

C104/1

HOTELING

A111

WAITING

A109

WAITING

A100

RS

A103

HALL

A2A

STAIR

A112

C3/1

B104/1

1' -

1 1

/4"

2C

TLT

A106

15.0

0°

H1.4

H1.1

H.8

H.8

H.7 H.6 H.4

H.K

H.5 H.2 H.1

H1.2

14' - 10" 11' - 0"

1' - 0"

5' - 6" 13' - 4"

14' - 10" 14' - 2" 16' - 8"

22' - 0"

SF-8

SF-8

SF-5

CW-12

CW-9A

A2A/1

A114/1

A110/1

A112/2

A106/1

A104/1

A105/1

A107/1

A0/1

A0/3 A0/4

A0/2

A112/1

A101/2

A100A/1

A103/1

A107/2

A108/1

CW-9C

5A

2C2C

2C

2C

2C

2C

2C

2R

2M

2C2C

7A

A401

4

H.P

H.O

H.L

H.J

H.F

H.C

H1.3

1

A312

H.E

H.G

H.3

A101/1

A113/1

SF-5

A2/5

A405

1

1' -

7"

8' -

7"

A.11

CORR

A1

CORR

A2

MATCHLINE - SEE 1/A101A

MATCHLINE - SEE 1/A101G

A9.5

A420

4

3

A301

1

A318

2

A318

3

A319

4

A318

SF-1SF-3SF-1SF-2SF-3SF-2SF-2SF-3SF-2

SF-3 SF-2 SF-2 SF-3 SF-2 SF-1 SF-3 SF-1

4' - 4" 2' - 8" 5' - 4" 4' - 0" 4' - 0" 4' - 0" 5' - 4" 2' - 8" 4' - 0" 4' - 0" 2' - 8" 6' - 8" 4' - 8" 2' - 8"2' - 8"

2' -

10

"

6' - 8" 4' - 0" 10' - 8"

SF-3 SF-2

16' - 0"

2' -

10

"

3' - 5" 12' - 0" 3' - 0" 19' - 6" 5' - 4" 25' - 0"

1' -

9"

2' - 0"

A508

9

A509

5

A509

6

A509

7

A508

10

A508

6A508

7

A509

11

A510

12

A509

9

A509

12

7A

2C

2C

2C2C

2C

2C

2C

2C

2C

2C

2C

2C

A508

10Sim

A508

9Sim

A509

9Sim

A510

12Sim

7A

7D

7D

CL

R.

6' -

0 3

/4"

RAIN LEADER -SEE PLUMB

O.D. W/ LAMBS TONGUE - SEE PLUMB

RAIN LEADER -SEE PLUMB

O.D. W/ LAMBS TONGUE - SEE PLUMB

A100/1SF-B2

6' - 8" 4' - 0" 8" 10' - 0" 16' - 0" 4' - 4"2' - 8" 5' - 4" 4' - 0" 4' - 0" 4' - 0" 5' - 4" 2' - 8" 4' - 0" 6' - 8" 6' - 8" 4' - 8" 2' - 8"2' - 8"

2" EXP JT

2

A321

C101/1C101/1

A100/2

A509

3

A509

1

A2/2

A2/1

2C

2C

HALL

A100A

SF-B3

CW-10CW-9D

2Y

CW-9B

CW-9B

A509

8

A508

6Sim

A508

7Sim

A510

8

3' - 5" 12' - 0" 3' - 0" 24' - 10" 25' - 0"

7D

CW-11CSF-B1

2" EXP. JT.

SF-32A109/1

75.00°

105.

00°

93.0

0°

87.00°

100.00°80

.00°

100.00°

105.

00°

5A

A510

11

SF-37C

SF-8

SF-5

SF-8

SF-5

A510

11Sim

2K

93.00°

A509

12Sim

A509

8Sim

A510

7

A510

3A510

6

A510

2

A2/6

F.E.C.

A510

8Sim

F.E.C.

7C7A 7B 7A

7A 7A7B

7D

7' -

10

22

1/2

56

"1

0' -

0"

1' - 0"

2

A202

4

A202

1

A206

2

A206

3

A206

1' -

4"

5' -

8"

A410

1

A2/3

A2/4

1' -

2"

KNOX BOX

CONT. SECOND LAYER OF GWB WHOLE WALL

A







NYIKOS-GARCIA





STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

1/8" = 1'-0"

1/7

/20

21 4

:50

:17

PM

BIM

36

0:/

/CS

D M

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le S

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oo

l/P

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SD

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SC

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vt

A101H

FIRST FLOOR PLAN -PART H

EFHEEM

12.18.2020

2019180.00



SCALE: 1/8" = 1'-0"1FIRST FLOOR PLAN - PART H

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

0' 4' 8' 16'

PLAN NORTH

N

KEY PLAN

BC A

E

D

F G

H

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

0' 4' 8' 16'

PLAN NORTH

N


A 01/08/2021 ADDENDUM 1

CLA

SS

RO

OM

RO

OF

ELE

V. 29' -

4"

G.A

GW

B J

AM

B B

EY

ON

D, T

YP

.

CE

ILIN

G A

S S

CH

ED

., T

YP

.

AP

PR

OX

. G

RA

DE

-S

EE

C

IVIL

BR

ICK

JA

MB

BE

YO

ND

, T

YP

.

1' -

0"

8"

ST

OR

EF

RO

NT

AS

SC

HE

D., T

YP

.

FO

OT

ING

-S

EE

ST

RU

CT

.

CLA

SS

RO

OM

PA

RA

PE

TE

LE

V. 33' -

4"

RO

OF

TY

PE

1

FLO

OR

TY

PE

1

7AA

521

1

3"

A6

13

H6

Sim

A6

13

H6

Sim

SC

IEN

CE

LA

B

C123

SC

IEN

CE

LA

B

C219

3"

A6

16

S7

Sim

A6

16

S7

Sim

SLA

B T

YP

E 1

ST

EE

L B

EA

M -

SE

ES

TR

UC

TU

RA

L

A5

11

1

2 1

/2"

2 1

/2"

SS

B-1

7G

7G

3 1/2"

A5

30

1

A

FIR

ST

FLO

OR

ELE

V. 0"

SE

CO

ND

FLO

OR

ELE

V. 14' -

8"

G.E

PE

NT

HO

US

E F

LO

OR

ELE

V. 31' -

0"

PE

NT

HO

US

E L

OW

B.O

.D.

ELE

V. 46' -

8"

TO

ILE

TS

C111

CO

RR

C4

CO

RR

C9

TO

ILE

TS

C207

1' -

0"

1' -

5"

A5

20

4

RO

OF

TY

PE

1

7E

RO

OF

TY

PE

1

FLO

OR

TY

PE

1

2K

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OR

TY

PE

1

A5

20

1

CE

ILIN

G A

S S

CH

ED

., T

YP

.

BE

AM

, T

YP

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SE

E S

TR

UC

T.

2K

2R

ST

EE

L B

EA

M -

SE

ES

TR

UC

TU

RA

L

SLA

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E 1

A6

02

2S

im

A6

02

2S

im

A

G.C

PE

NT

HO

US

E F

LO

OR

ELE

V. 31' -

0"

1' -

0"

CO

RR

C10

SC

IEN

CE

LA

B

C219

SC

IEN

CE

LA

B

C123

1' -

5"

7E

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RO

OF

TY

PE

1

FLO

OR

TY

PE

1

FLO

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TY

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1

RO

OF

TY

PE

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SC

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D., T

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ST

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S

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5

A5

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2

CO

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A5

13

6S

im

SLA

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YP

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PE

NT

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US

E

KIC

KE

R @

4'-0"

O.C

. M

AX

., T

YP

.

SP

LA

SH

PA

N

DO

WN

SP

OU

T

A6

13

H1

8S

im

A6

13

H1

8S

im

A

A.7

PE

NT

HO

US

E F

LO

OR

ELE

V. 31' -

0"

1' -

5"

7E

RO

OF

TY

PE

1

FLO

OR

TY

PE

1R

OO

F T

YP

E 1

A5

20

3

A5

20

6

1' -

0"







NYIKOS-GARCIA





STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

3/4" = 1'-0"

1/7

/20

21 4

:50

:21

PM

BIM

36

0:/

/CS

D M

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ch

oo

l/P

W_C

SD

MID

DLE

SC

HO

OL

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RC

H_

AL

L.r

vt

A310

WALL SECTIONS-CLASSROOM WINGS

EFHKMS

12.18.2020

2019180.00



SC

ALE

: 3/4

" =

1'-0"

3

WA

LL S

EC

TIO

N -

TY

PIC

AL

CL

AS

SR

OO

M W

ING

EX

TE

RIO

RW

AL

LS

CA

LE

: 3/4

" =

1'-0"

1

WA

LL

SE

CT

ION

-T

YP

CIA

LP

EN

TH

OU

SE

AT

CLA

SS

RO

OM

WIN

G C

ON

DIT

ION

-E

AS

T W

AL

LS

CA

LE

: 3/4

" =

1'-0"

2

WA

LL

SE

CT

ION

-T

YP

ICA

LP

EN

TH

OU

SE

AT

CL

AS

SR

OM

WIN

G C

ON

DIT

ION

-W

ES

T W

AL

LS

CA

LE

: 3/4

" =

1'-0"

4

PA

RT

IAL W

AL

L S

EC

TIO

N -

TY

PIC

AL

PE

NT

HO

UE

RA

KE

CO

ND

ITIO

N

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

0' 6" 1' 3'2'


A 01/08/2021 ADDENDUM 1

A.1

RO

OF

TY

PE

1

CE

ILIN

G A

S S

CH

ED

.

A5

11

4S

im

A6

13

H3

Sim

RA

ILIN

G T

YP

E 3

ST

AIR

-S

EE

PLA

NS

8"

1' -

0"

CU

RT

AIN

WA

LL A

S S

CH

ED

.

SLA

B T

YP

E 1

3"

1' -

5"

FO

OT

ING

-S

EE

ST

RU

CT

.

AP

PR

OX

. G

RA

DE

-S

EE

CIV

IL

7A

ST

RIN

GE

R B

EY

ON

D

3 1/2"

SP

EC

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HA

PE

BR

ICK

SIL

L (

SS

B-1

)

TR

AN

SIT

ION

ME

MB

RA

NE

SE

ALA

NT

AN

D B

AC

KE

R

RO

D, T

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OF

(3)

DO

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T S

ILL M

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N

FIL

L C

OLLA

R J

OIN

T S

OLID

A

FIR

ST

FLO

OR

ELE

V. 0"

CLA

SS

RO

OM

RO

OF

ELE

V. 29' -

4"

G.A

1' -

8"

FO

OT

ING

-S

EE

ST

RU

CT

.

CE

ILIN

G A

S S

CH

ED

.

RA

ILIN

G T

YP

E 3

ST

AIR

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EE

PLA

NS

CU

RT

AIN

WA

LL A

S S

CH

ED

.

CLA

SS

RO

OM

PA

RA

PE

TE

LE

V. 33' -

4"

1' -

5"

3"

RO

OF

TY

PE

1

7A

A5

11

4

A5

21

2

A6

13

H3

Sim

CO

LU

MN

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EY

ON

D

SLA

B T

YP

E 1

AP

PR

OX

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RA

DE

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EE

CIV

IL

ST

AIR

C1

C1

3 1/2"

A

SE

CO

ND

FLO

OR

ELE

V. 14' -

8"

A.1

1' -

7"

RO

OF

TY

PE

1

FLO

OR

TY

PE

1

PU

LL O

UT

C115

7A

CE

ILIN

G A

S S

CH

ED

.

A5

11

12

8"

1' -

0"

CU

RT

AIN

AS

SC

HE

D.

SLA

B T

YP

E 1

RO

LLE

R S

HA

DE

-S

EE

SP

EC

.

2' -

9"

A5

11

8

A5

21

2S

im

FO

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ING

-S

EE

ST

RU

CT

.

AP

PR

OX

. G

RA

DE

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CIV

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3"

2K

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SP

EC

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HA

PE

BR

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S

ILL (

SS

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)

SE

ALA

NT

AN

D B

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D, T

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(3)

TR

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ME

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RA

NE

FIL

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R J

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A.1

1' -

0" 1' -

8"

2' -

7"

A5

11

11

RO

OF

TY

PE

1

FLO

OR

TY

PE

1

CE

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G A

S S

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SC

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CO

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CO

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1' -

8 1

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ST

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CT

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CE

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G A

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CH

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CU

RT

AIN

WA

LL B

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ON

D

3 1/2"

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ALA

NT

AN

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AC

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R

RO

D, T

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(3)

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AN

SIT

ION

ME

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RA

NE

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R J

OIN

T S

OLID

SP

EC

IAL S

HA

PE

BR

ICK

S

ILL (

SS

B-1

)

AEDUCATIONAL SYSTEMS PLANNING






NYIKOS-GARCIA





STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

3/4" = 1'-0"

1/7

/20

21 4

:50

:25

PM

BIM

36

0:/

/CS

D M

idd

le S

ch

oo

l/P

W_C

SD

MID

DLE

SC

HO

OL

_A

RC

H_

AL

L.r

vt

A311

WALL SECTIONS -CLASSROOM WINGS

EFHKMS

12.18.2020

2019180.00



SC

ALE

: 3/4

" =

1'-0"

4W

ALL

SE

CT

ION

-T

YP

ICA

L S

TA

IRT

OW

ER

SO

UT

H E

ND

SC

ALE

: 3/4

" =

1'-0"

1W

AL

L S

EC

TIO

N -

TY

PIC

AL

ST

AIR

TO

WE

RS

CA

LE

: 3/4

" =

1'-0"

2

WA

LL

SE

CT

ION

-T

YP

ICA

LP

ULL

OU

T S

PA

CE

AT

CL

AS

SR

OO

M W

ING

SC

ALE

: 3/4

" =

1'-0"

3

WA

LL S

EC

TIO

N -

TY

PIC

AL

CO

RR

IDO

R E

ND

AT

CL

AS

SR

OO

MW

ING

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

0' 6" 1' 3'2'


A 01/08/2021 ADDENDUM 1

G.B

A5

22

2

A5

11

9

A6

13

H9

Sim

7J

RO

OF

TY

PE

1

FLO

OR

TY

PE

1

SLA

B T

YP

E 1

CE

ILIN

G A

S S

CH

ED

., T

YP

.

ST

OR

EF

RO

NT

AN

D

DO

OR

A

S S

CH

ED

.

1' -

6"

MIN

ER

AL W

OO

L F

IRE

ST

OP

PIN

G

SLID

E C

LIP

-S

EE

ST

RU

CT

UR

AL

ST

EE

L B

EA

M -

SE

ES

TR

UC

TU

RA

L

SID

EW

ALK

-S

EE

CIV

IL

10

' -

0"

1 1

/2"

1 1

/2"

GW

B J

AM

B B

EY

ON

D

A6

16

S7

Sim

A6

16

S1

Sim

A

FIR

ST

FLO

OR

ELE

V. 0"

SE

CO

ND

FLO

OR

ELE

V. 14' -

8"

CLA

SS

RO

OM

RO

OF

ELE

V. 29' -

4"

G.G

H.R

CO

RR

C8

CO

RR

C3

WA

LL E

XP

AN

SIO

N

JO

INT

BE

YO

ND

DO

OR

AN

D F

RA

ME

A

S S

CH

ED

.,

CO

RR

A2

1' -

10

"1

' -

0"

HA

UN

CH

-S

EE

ST

RU

CT

.

CLA

SS

RO

OM

PA

RA

PE

TE

LE

V. 33' -

4"

A5

22

1

CE

ILIN

G A

S S

CH

ED

., T

YP

.

A5

11

2

FLO

OR

TY

PE

1

RO

OF

TY

PE

1R

OO

F T

YP

E 1

7C

2Y

2F

2F

2Y

SLA

B T

YP

E 1

CE

ILIN

G A

S S

CH

ED

. (2

-HR

RA

TE

D)

2"

EX

PA

NS

ION

JO

INT

(IE

J-3

)

2"

EX

PA

NS

ION

JO

INT

(IE

J-3

)

A6

13

H2

8S

im

A6

13

H2

8S

im

EX

PA

NS

ION

JO

INT

FIR

EB

LA

NK

ET

EX

PA

NS

ION

JO

INT

FIR

EB

LA

NK

ET

A

G.B

1' -

10

"

VE

ST

D0

RO

OF

TY

PE

1

A5

22

3

SLA

B T

YP

E 1

SID

EW

ALK

-S

EE

CIV

IL

CE

ILIN

G A

S

SC

HE

D.

A5

11

10

10

' -

0"

BA

FF

LE

A6

16

S1

Sim

A

G.A

RA

ILIN

G T

YP

E 3

ST

AIR

-S

EE

PLA

NS

RO

OF

TY

PE

1

1' -

8"

A6

13

H4

Sim

CU

RT

AIN

WA

LL A

S S

CH

ED

.

6A

CE

ILIN

G A

S S

CH

ED

.

A







NYIKOS-GARCIA





STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

3/4" = 1'-0"

1/7

/20

21 4

:50

:28

PM

BIM

36

0:/

/CS

D M

idd

le S

ch

oo

l/P

W_C

SD

MID

DLE

SC

HO

OL

_A

RC

H_

AL

L.r

vt

A312

WALL SECTIONS -CLASSROOM WINGS

EFHKMS

12.18.2020

2019180.00



SC

ALE

: 3/4

" =

1'-0"

3

WA

LL S

EC

TIO

N -

TY

PIC

AL

CL

AS

SR

OO

M W

ING

EN

TR

YV

ES

TIB

UL

ES

CA

LE

: 3/4

" =

1'-0"

1

WA

LL S

EC

TIO

N -

CL

AS

SR

OO

MT

O A

DM

IN W

ING

EX

PA

NS

ION

JO

INT

SC

ALE

: 3/4

" =

1'-0"

4

WA

LL

SE

CT

ION

-T

YP

ICA

LC

LA

SS

RO

OM

WIN

G T

RA

NS

ITIO

NV

ES

TIB

ULE

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

0' 6" 1' 3'2'

SC

ALE

: 3/4

" =

1'-0"

2W

ALL

SE

CT

ION

-C

LA

SR

RO

MS

TA

IR T

OW

ER

S A

T A

RE

A B

& F


A 01/08/2021 ADDENDUM 1

SE

CO

ND

FLO

OR

ELE

V. 14' -

8"

B.2

1' -

1"

CO

RR

D2

PU

LL O

UT

SP

AC

E

C235

FLO

OR

TY

PE

1

SLA

B T

YP

E 1

ST

OR

EF

RO

NT

AS

SC

HE

D.

CE

ILIN

G A

S S

CH

ED

.

A6

13

H1

9S

im

RO

OF

TY

PE

1

ST

EE

L B

EA

M -

SE

ES

TR

UC

TU

RA

L

FIR

E S

TO

PP

ING

A5

11

3

GW

B J

AM

B B

EY

ON

D

KIC

KE

R @

4'-0"

O.C

. M

AX

., T

YP

.

CE

ILIN

G A

S S

CH

ED

.

WA

LL B

EY

ON

D

A6

16

S1

7S

im

RO

OF

TY

PE

1B

FIR

ST

FLO

OR

ELE

V. 0"

E.7

B.1

GY

M &

AU

DIT

OR

IUM

PA

RA

PE

TE

LE

V. 42' -

0"

1' -

3"

1' -

5" 6

E

GY

MN

AS

IUM

D101

CO

RR

D2

A5

24

1

RO

OF

TY

PE

2

A5

24

3

33

' -

4"

1E

SLA

B T

YP

E 1

A6

13

H3

0S

im

ST

EE

L T

UB

E -

SE

ES

TR

UC

TU

RA

L

ST

EE

L A

NG

LE

-S

EE

ST

RU

CT

UR

AL

DO

OR

AS

SC

HE

D.

CE

ILIN

G A

S S

CH

ED

.

8"

CM

U B

ON

D B

EA

M -

SE

ES

TR

UC

TU

RA

L

WA

LL P

AD

3C

RO

OF

TY

PE

1B

JA

MB

BE

YO

ND

FR

Y R

EG

LE

T T

RIM

A

A

E.7

B.1

CLA

SS

RO

OM

PA

RA

PE

TE

LE

V. 33' -

4"

1' -

3"

2"

1' -

3"

CO

RR

D3

CO

RR

D2R

OO

F T

YP

E 1

1E

RO

OF

TY

PE

1B

A5

23

21

' -

5"

1' -

3"

A6

13

H3

0S

im

SLA

B T

YP

E 1

DO

OR

AS

SC

HE

D.

CM

U J

AM

B B

EY

ON

D

CE

ILIN

G A

S S

CH

ED

.

CE

ILIN

G A

S S

CH

ED

.

3C

FR

Y R

EG

LE

T T

RIM

.

A

A







NYIKOS-GARCIA





STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

3/4" = 1'-0"

1/7

/20

21 4

:50

:31

PM

BIM

36

0:/

/CS

D M

idd

le S

ch

oo

l/P

W_C

SD

MID

DLE

SC

HO

OL

_A

RC

H_

AL

L.r

vt

A313

WALL SECTIONS -CLASSROOM WINGAND GYM

EFHKMS

12.18.2020

2019180.00



SC

ALE

: 3/4

" =

1'-0"

2

WA

LL S

EC

TIO

N -

CL

AS

SR

OO

MW

ING

TO

GY

M C

OR

RID

OR

TR

AN

SIT

ION

SC

ALE

: 3/4

" =

1'-0"

1

WA

LL

SE

CT

ION

-E

XP

AN

SIO

NJO

INT

AN

D F

IRE

WA

LL

AT

GY

MS

OU

TH

SC

ALE

: 3/4

" =

1'-0"

3

WA

LL S

EC

TIO

N -

EX

PA

NS

ION

JO

INT

GY

M C

OR

RID

OR

SE

PE

RA

TIO

N

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

0' 6" 1' 3'2'


A 01/08/2021 ADDENDUM 1

FIR

ST

FLO

OR

ELE

V. 0"

E.F

GY

M &

AU

DIT

OR

IUM

PA

RA

PE

TE

LE

V. 42' -

0"

RO

OF

TY

PE

2

8"

1E

CO

RR

D3

AU

XIL

IAR

YG

YM

NA

SIU

M

D102

18

' -

0"

A5

24

4

RO

OF

TY

PE

1A

6E

FIR

E S

TO

PP

ING

CE

ILIN

G A

S S

CH

ED

., T

YP

.

DO

OR

AN

D F

RA

ME

A

S S

CH

ED

.

LIN

E O

F W

ALL B

EY

ON

D

CM

U J

AM

B B

EY

ON

D

A6

13

H2

9S

im

8"

CM

U B

ON

D B

EA

M -

SE

ES

TR

UC

TU

RA

L

ST

EE

L A

NG

LE

-S

EE

ST

RU

CT

UR

AL

ST

EE

L T

UB

E -

SE

ES

TR

UC

TU

RA

L

B.O

.M.

12

.00

'

T.O

.M.

18

.00

'

WA

LL E

XP

AN

SIO

N

JO

INT

BE

YO

ND

8"

CM

U B

ON

D B

EA

M -

SE

ES

TR

UC

TU

RA

L

CE

ILIN

G T

YP

E 6

-2H

R H

OR

IZO

NT

AL

AS

SE

MB

LY

(U

L D

ES

IGN

U415)

8"

CM

U B

ON

D B

EA

M -

SE

ES

TR

UC

TU

RA

L

BO

X S

TU

D H

EA

DE

R

SLA

B T

YP

E 4

SLA

B T

YP

E 1

A

A

FIR

ST

FLO

OR

ELE

V. 0"

E.F

E.G

GY

M &

AU

DIT

OR

IUM

PA

RA

PE

TE

LE

V. 42' -

0"

CO

RR

D3

GY

MN

AS

IUM

D101

2' -

0"

8"

2"

6E

1E

1E

CE

ILIN

G A

S S

CH

ED

.

SLA

B T

YP

E 1

RO

OF

TY

PE

1B

A5

24

2

CO

LU

MN

BE

YO

ND

EX

PA

NS

ION

JO

INT

ST

EE

L T

UB

E -

SE

ES

TR

UC

TU

RA

L

BR

AC

ING

-S

EE

ST

RU

CT

UR

AL

BLE

AC

HE

RS

3E

RO

OF

TY

PE

2

3E

A5

25

2

A

A

FIR

ST

FLO

OR

ELE

V. 0"

E.A

GY

M &

AU

DIT

OR

IUM

RO

OF

ELE

V. 38' -

0"

GY

MN

AS

IUM

D101

1' -

5"

RO

OF

TY

PE

2

8B

A5

25

1

CO

UM

N B

EY

ON

D

ST

EE

L T

UB

E -

SE

ES

TR

UC

TU

RA

L

BR

AC

ING

-S

EE

S

TR

UC

TU

RA

L

17

' -

4"

10"

CM

U B

ON

D B

EA

M -

SE

E S

TR

UC

TU

RA

L

SO

UN

D B

OO

TH

ELE

V. 10' -

0"

SLA

B T

YP

E 4

A5

30

2

A







NYIKOS-GARCIA





STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

3/4" = 1'-0"

1/7

/20

21 4

:50

:33

PM

BIM

36

0:/

/CS

D M

idd

le S

ch

oo

l/P

W_C

SD

MID

DLE

SC

HO

OL

_A

RC

H_

AL

L.r

vt

A314

WALL SECTIONS -GYM

EFHKMS

12.18.2020

2019180.00



SC

ALE

: 3/4

" =

1'-0"

1W

ALL

SE

CT

ION

-A

UX

. G

YM

EN

TR

Y

SC

ALE

: 3/4

" =

1'-0"

2W

ALL

SE

CT

ION

-G

YM

FIR

E W

AL

LA

ND

EX

PA

NS

ION

JO

INT

SC

ALE

: 3/4

" =

1'-0"

3W

ALL

SE

CT

ION

-T

YP

CIA

LE

XT

ER

IOR

GY

M W

AL

L

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

0' 6" 1' 3'2'


A 01/08/2021 ADDENDUM 1

FIRST FLOORELEV. 0"

CLASSROOM ROOFELEV. 29' - 4"

G.GH.R

CLASSROOM PARAPETELEV. 33' - 4"

CORR

D2

2' - 10"

1' - 0"

2" 1' - 8"

BEAM - SEE STRUCT.

JOIST SEE STRUCT.

ROOF TYPE 1B

BEAM - SEE STRUCT.

1E

ADMIN. BRIDGEPARAPET

ELEV. 31' - 4"

A523

1

CAFETERIA

A613

H30Sim

FIRE STOPPING

CUT CMU

CEILING AS SCHED.

DOOR AS SCHED.

CMU JAMB BEYOND

CEILING TYPE 6 - 2HR HORIZONTAL ASSEMBLY (UL DESIGN U415)

CONT. BOND BEAM ACROSS BOTH OPENINGS, 2#5 TOP AND BOTTOM (1-1/2" MIN. COVER), GROUT JAMBS SOLID W/ 1#5 EA. CELL -SEE STRUCTURAL

LINE OF WALL BEYOND

ROOF TYPE 1B

D.P

AA

SECOND FLOORELEV. 14' - 8"

D.7 D.8

CAFETERIA ROOFELEV. 29' - 8"

PENTHOUSE

D200

KITCHEN

D118

DISH WASH

D118B

5' - 3"1' - 0"

3"

FLOOR TYPE 1

ROOF TYPE 1A

A526

2

A526

3

1A

SLAB TYPE 1

EXTERIOR

ROOF TYPE 1

18' - 0"

STEEL BEAM - SEESTRUCTURAL

PARTITION ANCHOR

7F

A

D.12D.11

FLOOR TYPE 1

SERVING

D118C

CAFETERIA

D116

PENTHOUSE

D200

1' - 6 1/2"6 1/2"

ROOF TYPE 1B

JAMB BAYOND

GWB BULKHEAD

CEILING AS SCHED.

DOOR AS SCHED.

8" H x 6" W CONC. CURB - SEESTRUCT.

STEEL JOIST - SEESTRUCTURAL

STEEL BEAM - SEESTRUCTURAL

FIRE STOPPING

CUT CMU

ROOF TYPE 1

1/2" REVEAL

2V

1' -

0"

3' - 10 1/2"

24' - 0"

B.2

CLASSROOM PARAPETELEV. 33' - 4"

1' - 10 1/2"

ROOF TYPE 1B

A526

4

SLAB TYPE 1

STEEL TUBE - SEESTRUCTURAL

CURTAINWALL AS SCHED.

SIDEWALK - SEE CIVIL

2' - 0"

COLUMN BEYOND -SEE STRUCT.

CAFETERIA EXTERIOR

A616

S5Sim

6A

CEILING AS SCHED.

ROLLER SHADE -SEE SPEC.

A







NYIKOS-GARCIA





STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

3/4" = 1'-0"

1/7

/20

21 4

:50

:37

PM

BIM

36

0:/

/CS

D M

idd

le S

ch

oo

l/P

W_C

SD

MID

DLE

SC

HO

OL

_A

RC

H_

AL

L.r

vt

A315

WALL SECTIONS -CAFETERIA

EFHKMS

12.18.2020

2019180.00



SCALE: 3/4" = 1'-0"1WALL SECTION - CAFETERIAENTRY EXPANSION JOINT

SCALE: 3/4" = 1'-0"2 WALL SECTION - KITCHEN SCALE: 3/4" = 1'-0"3WALL SECTION - SERVING TOCAFETERIA

SCALE: 3/4" = 1'-0"4WALL SECTION - CAFETERIAEXTERIOR CURTAIN WALL

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

0' 6" 1' 3'2'


A 01/08/2021 ADDENDUM 1

FIR

ST

FLO

OR

ELE

V. 0"

C.C

1' -

9"

CO

RR

D7

AU

DIT

OR

IUM

D130

CE

ILIN

G A

S S

CH

ED

.

DO

OR

AN

D F

RA

ME

A

S S

CH

ED

.

FO

OT

ING

-S

EE

ST

RU

CT

.

CO

LU

MN

BE

YO

ND

-S

EE

ST

RU

CT

.

GY

M &

AU

DIT

OR

IUM

PA

RA

PE

TE

LE

V. 42' -

0"

GY

M &

AU

DIT

OR

IUM

RO

OF

ELE

V. 38' -

0"

24

' -

0"

RO

OF

TY

PE

2A

8B

RO

OF

TY

PE

1

A5

27

1

A5

27

2

BU

LK

HE

AD

SE

E R

CP

VA

RIE

S

CM

U J

AM

B B

EY

ON

D

SLA

B T

YP

E 1

A6

14

H3

9S

im

ST

EE

L T

UB

E -

SE

ES

TR

UC

TU

RA

L

ST

EE

L A

NG

LE

-S

EE

ST

RU

CT

UR

AL

10"

CM

U B

ON

D B

EA

M -

SE

E S

TR

UC

TU

RA

L

PIP

E A

ND

DU

CT

S -

SE

E M

EP

WA

LL B

EY

ON

D

30

' -

0"

A

A

C.9

B.1

CLA

SS

RO

OM

PA

RA

PE

TE

LE

V. 33' -

4"

23

' -

4"

CE

ILIN

G A

S S

CH

ED

., T

YP

.

DO

OR

AS

SC

HE

D.

CO

RR

D7

CO

RR

D6

FO

OT

ING

-S

EE

ST

RU

CT

.

A5

23

4

A5

23

3

A6

14

H3

1S

im

CM

U J

AM

B B

EY

ON

D

SLA

B T

YP

E 1

1E6E

E.J

. B

EY

ON

D

8"

CM

U B

ON

D B

EA

M -

SE

ES

TR

UC

TU

RA

L

RO

OF

TY

PE

1B

SO

UN

D B

OO

TH

ELE

V. 10' -

0"

3B

1' -

4 1

/4"

1' -

2 3

/4"

A

A

C.9

B.1

GY

M &

AU

DIT

OR

IUM

PA

RA

PE

TE

LE

V. 42' -

0"

6E

RO

OF

TY

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AEDUCATIONAL SYSTEMS PLANNING






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STRUCTURAL ENGINEER


PERKINS&WILL



SCALE:

DATE:

DRAWN BY: PROJ MGR:

PROJECT NO:

PROJECT TITLE

SHEET TITLE

ISSUE BLOCK

COPYRIGHT © 2020


Dover, DE 19904

302.734.7950


Salisbury, MD 21801

410.546.9100



910.341.7600


Rittenhouse Station


Newark, DE 19711

302.369.3700

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6


A 01/08/2021 ADDENDUM 1

FIRST FLOORELEV. 0"

C.A

MUSIC ROOFELEV. 20' - 4"

MUSIC PARAPETELEV. 23' -

csd two interconnected middle schools project manual volume 1 project manual … · 2021. 1. 8. ·...

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