New Fairfield Bus Lot_Drawings - Bid Set 2026.08.pdf

PDF 18 MB Posted Aug 27, 2026

Attached to: Construction of Bus Lot
Solicitation number: 38728
Issued by: Fairfield County, Connecticut

About this file

Written by GovTribe AI · Sep 1, 2026

This is a bid set drawing document for the Town of New Fairfield and the New Fairfield Board of Education related to the construction of a bus lot facility. The project, identified as State Project Bid number 2026-27BOS4, requires sealed bids to be submitted on or before 1:00 p.m. EST on Wednesday, September 23, 2026, at 4 Brush Hill Road, New Fairfield, Connecticut 06812. A non-mandatory pre-bid meeting is scheduled for Wednesday, September 2, 2026, at 11:00 a.m. at 12 Gillotti Road, New Fairfield, Connecticut 06812. The drawing set document serves as the technical specification and design reference for bidders preparing proposals for this construction project.

The bid set drawings provide the detailed plans, specifications, and design requirements necessary for contractors to accurately estimate costs and develop competitive bids for the bus lot construction. This document is essential for establishing uniform understanding among all bidders regarding project scope, site conditions, construction standards, and technical requirements that will govern the work to be performed.

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Other files

File	Type	Posted
38728_Oct_7_26_solicitation_doc.pdf	PDF	Aug 27, 2026
38728_Oct_15_26_solicitation_doc.pdf	PDF	Aug 27, 2026
38728_Sep_1_26_solicitation_doc.pdf	PDF	Aug 27, 2026
Addendum No. 1 - 2026.09.11.pdf	PDF	Aug 27, 2026
38728_Oct_8_26_solicitation_doc.pdf	PDF	Aug 27, 2026
New Fairfield Bus Lot_Project Manual - Bid Set 2026.08.pdf	PDF	Aug 27, 2026
38728_Sep_28_26_solicitation_doc.pdf	PDF	Aug 27, 2026
Addendum No. 3 - 2026.09.28.pdf	PDF	Aug 27, 2026
38728_Sep_29_26_solicitation_doc.pdf	PDF	Aug 27, 2026
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38728_Oct_16_26_solicitation_doc.pdf	PDF	Aug 27, 2026
38728_Sep_30_26_solicitation_doc.pdf	PDF	Aug 27, 2026
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ARCHITECTS &

INTERIOR DESIGN

PROJECT DIRECTORY

2026 JCJ Architecturec

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

COVER SHEET

LANGAN

555 LONG WHARF DRIVE

NEW HAVEN, CT 06511

203.562.5771

CES - CONSULTING

ENGINEERING SERVICES

811 MIDDLE STREET

MIDDLETOWN, CT 06457

860.632.1682

MICHAEL HORTON

ASSOCIATES, INC.

151 MEADOW STREET

BRANFORD, CT 06405

203.481.8600

SITE/CIVIL ENGINEER MEPFPT STRUCTURAL ENGINEER

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

CONSOLIDATED BUS LOT

BID SET

H19079.00

06/25/2026

G-000 r1 v

# SHEET NAME

A-000 GENERAL ARCHITECTURAL LEGENDS ABBREVIATIONS NOTES AND SYMBOLS

A-010 TYPICAL ACCESSORY MOUNTING HEIGHTS AND LOCATIONS

A-020 CODE EGRESS PLANS & INFORMATION

A-030 PARTITION TYPES

A-050 ARCHITECTURAL SITE PLAN

A-111 ARCHITECTURAL PLAN – FIRST FLOOR LEVEL OVERALL

A-410 ENLARGED FLOOR PLANS & DETAILS

ARCHITECTURAL

SITE/CIVIL

LANDSCAPE

PLUMBING

MECHANICAL

ELECTRICAL

# SHEET NAME

VB101 EXISTING SURVEY

CS101 SITE PLAN

CS501 SITE DETAILS

CS502 SITE DETAILS II

CG101 GRADING AND DRAINAGE PLANS

CG501 GRADING AND DRAINAGE DETAILS

CG502 GRADING AND DRAINAGE DETAILS II

CU101 UTILITY PLAN

CU102 PROPOSED SEPTIC PLAN & DETAILS

CU501 UTILITY DETAILS

CE101 SOIL EROSION & SEDIMENT CONTROL PLAN

CE501 SOIL EROSION & SEDIMENT CONTROL DETAILS

# SHEET NAME

LP101 PLANTING PLAN - CONSOLIDATED SCHOOL

LP501 PLANTING NOTES & DETAILS - CONSOLIDATED SCHOOL

LL101 SITE LIGHTING PLAN - CONSOLIDATED SCHOOL

LL501 SITE LIGHTING NOTES & DETAILS - CONSOLIDATED SCHOOL

E-100 ELECTRICAL FIRST FLOOR LEVEL FLOOR PLANS, ABBREVIATIONS, SYMBOLS, AND

NOTES

E-200 ELECTRICAL DETAILS

E-201 ELECTRICAL DETAILS

E-300 ELECTRICAL SCHEDULES AND DIAGRAMS

# SHEET NAME

M-100 MECHANICAL CONTENT

# SHEET NAME

P-100 PLUMBING CONTENT

# SHEET NAME

ES-100 ELECTRICAL SITE UTILITY PLAN

ES-500 ELECTRICAL SITE DETAILS

# SHEET NAME

S-000 GENERAL NOTES

S-111 BUS BUILDING PLANS AND DETAILS

S-200 TYPICAL DETAILS

STRUCTURAL

H 0°00'00"

V 90°00'00"

R ob ert Gre en Associates L.L.C

Surveyors and Engine ers

TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.

Terryville, Conn. 06786

6 Old Waterbury Road

Fax: (860)-589-1342

Phone: (860)-589-0135

Vol. 38, Pg. 262 N/F Congregational Church of New Fairfield

Map 23, Block 16, Lot 14

G i l l o t t i o a d

Ball Pond Road

12" H.D.P.E.

" H .D.

P.E

12" H.D .P.E

12" H.D.P.E.

18" R.C.P.

15" H.D.P.E.

Inv.=780.57 (N) Inv.=780.70 (S) T.F.=784.76 Storm Mh. w/Grate

Inv.=771.71 T.F.=776.81 'C-L' C.B.

Inv.=773.94 T.F.=777.63 'C-L' C.B.

Inv.=772.24 (N) Inv.=772.34 (SW) T.F.=777.27 'C-L' C.B.

Inv.=768.65 (NW) Inv.=768.69 (S) T.F.=773.68 'C-L' C.B.

Inv.=763.82 (NE) Inv.=763.89 (SW) Inv.=763.92 (SE) T.F.=774.16 Storm Mh.

Surveyors Notes:

Map Reference: 1.

Survey, April 21, 2020, Drawing No. VB301, Langan CT, Inc.

Consolidated School, 12 Gillotti Road, New Fairfield, Connecticut, Partial Boundary & Topographic subsequent errors or omissions which may have been incorporated into this plan as a result.

information is to be considered approximate and Robert Green Associates does not take responsibility for Underground features have been compiled, in part, based upon informations furnished by others. This

Vertical Datum - NAVD 1988

Topographic Accuracy Class - T-2

Horizontal Accuracy Class - A-2 property/boundary opinion and was taken from map reference #1.

Boundary Determination Category - Resurvey; the property line as depicted does not present a

August 29, 2019.

State of Connecticut" as adopted by the Connecticut Association of Land Surveyors, Inc. on Agencies Sections 20-300b-1 through 20-300b-20 and the "Standards for Surveys and Maps in the This survey and map have been prepared in accordance with the Regulations of Connecticut State

State Project No. 091-0045EA

Scale 1"=40' September 17, 2025

New Fairfield, Connecticut

302 Ball Pond Road

Former Consolidated Early Learning Acadamy

Topographic Survey

2" Poly.

Pullbox

Millings

GR=774.52

GR=773.58

INV(2)=781.59

INV(2)=776.22

Meadow

Lawn

Meadow

Gate

P ol y.

in place per Health Dept. requirements Note: San. Mh.'s and Septic Tank abandoned

(2)#10, #12G ƒ " P.V.C. Conduit

" P .V .C . C ond uit - (6 )#10 , #6

G6 ,4

2( ti ud no

C .C.

V.P

‚1

1‚" P.V.C. Con duit - (2)#

4, #6G

774.66 774.94

775.13

775.25

775.74 775.62

776.00

January 19, 2026

October 20, 2025

Date

Review Comments

Revision

INV(1)=770.59

INV(2)=770.39

INV(1)=770.54

12"

18"

GR=785.76

INV(1)=781.56

INV(2)=782.55

INV(3)=783.15

INV(4)=782.55

INV(1)=783.45

12"

3-08 3-02

3-07

3-03

3-04

3-05

3-06

" METAL

V C

R C P

INV(1)=766.88

15" RCP

M E T

A L

15" RCP

1 2

C P

A L

6" HDPE

15" HDPE6

H D P E

15" HDPE

1 2

1 1

3-10

3-18

3-11

3-12

3-13

3-14

3-15 3-16

3-17

15" METAL

T A

W A

L K

B C

GRASS

B C

E P

B C

C C

CCCONC WALK

C C C C

C O

L K

W A

L K

B W

C O

WALK

BIT

WALK

B C

L K

B C

C C

BIT

GRASS

AREA

WOODED

AREA

WOODED

AREA

WOODED

AREA

WOODED

AREA

WOODED

AREA

WOODED

STONE

GRASS

W A

GRASS

CONC

CONC NO PIPES VISI

BLERIM=775.54

6" PVC

FOOTBRIDGE

18" CMP

12" METAL

18" RCP

10" PVC

UPLAND REVIEW AREA

REVIEW AREA

UPLAND

REVIEW AREA

UPLAND

8" HDPE

800 800

793 793

ELEV=781.41

PK NAIL IN

LP BASEBENCHMARK SET

INV(1)=782.70

INV=750.77

C P

754.4

GR=754.95

INV(1)=752.95

INV(2)=752.20

INV(3)=752.05

757.7

758.6

INV=758.71

759.5

INV=759.96

762.4

3-01 AND 3-09

764.1

769.5

772.5

INV(1)=765.62

INV(2)=765.52

INV(3)=765.42

GR=774.29

INV(1)=766.49

INV(2)=766.49

GR=758.52

RIM=774.42

SILTED

EINV(1)=767.98

774.5

774.8

GR=774.94

INV(1)=773.64

INV(2)=769.57

INV(3)=769.54

775.5

RIM=775.65

SEIZED

RIM=775.65

NO PIPES VISI

BLE

RIM=775.67 S

RIM=776.08

RIM=776.26

RIM=776.29

Bit. Walk

776.6

RIM=776.74

RIM=776.81

777.6

777.7

Conc. Curb.

Conc. Walk

778.6

GR=779.56

INV(1)=777.26

INV(2)=776.46

GR=779.87

INV(1)=775.37

INV(2)=777.02

INV(3)=774.87

780 GR=781.78

INV(1)=777.88

INV(3)=775.88

GR=782.14

INV(1)=779.44

INV(2)=778.54

782.6

RIM=785.14

INV(1)=781.54

INV(2)=781.54

785.4

785.6

GR=785.95

GR=786.08

INV(1)=782.13

GR=786.55

INV(1)=783.25

INV(2)=782.90

INV(3)=782.90

RIM=787.03

GR=787.05

Well E

792.5

793.2

797.3

798.4

802.5

802.7

804.6

807.6

811.6

Date: 6/24/2026 Time: 10:52 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: CP01-140215368-0501-CS101-0101

2026 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

AS NOTED

CS101

SITE PLAN

ATG

http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://epcadd/Details/UploadedFiles/Symbols/1720/3436/80scale.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://gisintranet/Details/UploadedFiles/Symbols/777/2323/SIGN.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg http://epcadd/Details/UploadedFiles/Symbols/1619/3185/40SCALE.dwg

STOP

Date: 6/24/2026 Time: 10:52 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: 140215368-0501-CS501-0101

2026 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CS501

SITE DETAILS

ATG

SIDEW

ALK

ANSITI

1:12

ROADWAY

SUBBASE

CURBING

MATCH SIDEWALK WIDTH

FACE OF CURB

GRANULAR FILL

NEW SIDEWALK

FLA

RED CURB RAMP

NEW OR EXISTING

CURB AND SIDEWALK

NEW OR EXISTING

CURB AND SIDEWALK

CURBING

NEW OR EXISTING

CURB AND SIDEWALK

NEW OR EXISTING

CURB AND SIDEWALK

NEW SIDEWALK

FLA

RED CURB RAMP OPTIONAL GRASS

STRIP

CURBING

OPTIONAL GRASS

STRIP

CURBING

PLANTING OR OTHER

NON-WALKING

SURFACE

APPLIES TO WIDTH

< 6'-6"(1981)

48"(1219)

SIDEW

ALK

ANSITI

:12

12"(305) CONCRETE EDGE

PROTECTION TYP.

2'(610) DETECTABLE

WARNING

2'(610) DETECTABLE

WARNING

< 6'-6"(1981)

12"(305) CONCRETE

PROTECTION TYP.

2'(610) DETECTABLE

WARNING

SIDEW

ALK

ANSITI

1:12 TY

12"(305) CONC. EDGE

PROTECTION TYP. 2'(610) DETECTABLE

WARNING

2'(610)

DETECTABLE

WARNING

5"(127)

8" (203)

4"(102)

2' (610)

DETECTABLE

WARNING

8"(203)

5"(127)

1.6"(41

)MIN.

2.4"(61

)MAX.

.65" MIN.(17)

0.2"(5)

0.9"(23) MIN.1.4"(36) MAX.

0.45"(11) MIN.0.9"(23) MAX.

FLARE 12:1

PARALLEL SIDEWALK RAMP (TYPE 1)

PERPENDICULAR SIDEWALK RAMP (TYPE 2)

DIAGONAL SIDEWALK RAMP (TYPE 4c)

DIAGONAL/PARALLEL

SIDEWALK RAMP (TYPE 4b)

DIAGONAL SIDEWALK RAMP (TYPE 4a)

DOME SECTION

DOME SPACING

GENERAL NOTES:

2' (610)

DETECTABLE

WARNING

APPLIES TO WIDTH

> 6'-6"(1981)

48"(1219)

RAMP ELEVATION AT

GUTTER IS FLUSH WITH

ROADWAY PAVEMENT

APPLIES TO WIDTH> 6'-6"(1981)

GUTTER

RAMP ELEVATION AT

GUTTER IS FLUSH WITH

ROADWAY PAVEMENT

> 6'-6"

(1981)

GRANULAR FILL

CURB WIDTH 6" (152) OR CONSTRUCT

THICKER PORTION WHEN SIDEWALK

RAMP WILL NOT BUTT UP AGAINST A

STONE OR CONCRETE CURBING

GUTTER

CURB WIDTH 6" (152) OR

CONSTRUCT THICKER

PORTION WHEN SIDEWALK

RAMP WILL NOT BUTT UP

AGAINST A STONE OR

CONCRETE CURBING

GUTTER

SEE NOTE 11

1:12

48" (1219)

MAX.

LANDING

2%MAX.

48"(1219) MIN.

LANDING

1:12

ROADWAY

SUBBASE

48" (1219)

MIN.

MAX.

LANDING

Date: 6/24/2026 Time: 10:53 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: 140215368-0501-CS501-0102

2026 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CS502

SITE DETAILS II

Date: 6/24/2026 Time: 10:53 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: CP01-140215368-0501-CG101-0101

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CG101

GRADING AND DRAINAGE

PLANS

INLINE CDS

STANDARD DETAIL

C :\B

M S\

-P W

-0 1\

-C G

.D W

/2 4/

THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE

FOLLOWING U.S. PATENTS: 5,788,848; 6,641,720; 6,511,595; 6,581,783;

RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING.

CDS DESIGN NOTES

THE STANDARD CDS CONFIGURATION IS SHOWN. ALTERNATE CONFIGURATIONS ARE AVAILABLE AND ARE LISTED BELOW. SOME CONFIGURATIONS

MAY BE COMBINED TO SUIT SITE REQUIREMENTS.

GENERAL NOTES

1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.

2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.

3. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED

SOLUTIONS LLC REPRESENTATIVE. www.contechES.com

4. CDS WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING.

5. STRUCTURE SHALL MEET AASHTO HS20 AND CASTINGS SHALL MEET HS20 (AASHTO M 306) LOAD RATING, ASSUMING GROUNDWATER ELEVATION

AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION.

6. PVC HYDRAULIC SHEAR PLATE IS PLACED ON SHELF AT BOTTOM OF SCREEN CYLINDER. REMOVE AND REPLACE AS NECESSARY DURING

MAINTENANCE CLEANING.

INSTALLATION NOTES

A. ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE

SPECIFIED BY ENGINEER OF RECORD.

B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CDS MANHOLE STRUCTURE

(LIFTING CLUTCHES PROVIDED).

C. CONTRACTOR TO ADD JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS, AND ASSEMBLE STRUCTURE.

D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH PIPE INVERTS WITH ELEVATIONS SHOWN.

E. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO ASSURE UNIT IS WATER TIGHT, HOLDING WATER TO FLOWLINE INVERT MINIMUM. IT IS

SUGGESTED THAT ALL JOINTS BELOW PIPE INVERTS ARE GROUTED.

GRATED INLET ONLY (NO INLET PIPE)

GRATED INLET WITH INLET PIPE OR PIPES

CURB INLET ONLY (NO INLET PIPE)

CURB INLET WITH INLET PIPE OR PIPES

CONFIGURATION DESCRIPTION

SEPARATE OIL BAFFLE (SINGLE INLET PIPE REQUIRED FOR THIS CONFIGURATION)

SEDIMENT WEIR FOR NJDEP / NJCAT CONFORMING UNITS

PLAN VIEW B-B

N.T.S.

FIBERGLASS SEPARATION

CYLINDER AND INLET

CENTER OF CDS STRUCTURE,

SCREEN AND SUMP OPENING

HDPE HYDRAULIC

SHEAR PLATE

ELEVATION A-A

N.T.S.

FIBERGLASS SEPARATION

CYLINDER AND INLET

SOLIDS STORAGE SUMP

SEPARATION

SCREEN

INLET PIPE

(MULTIPLE INLET PIPES MAY

BE ACCOMMODATED) OUTLET PIPE

HDPE HYDRAULIC

SHEAR PLATE

PERMANENT POOL

ELEV.

OIL BAFFLE SKIRT

### [####] I.D. MANHOLE

STRUCTURE

TOP SLAB ACCESS

(SEE FRAME AND

COVER DETAIL)

FRAME AND COVER

(DIAMETER VARIES)

N.T.S.

CONTRACTOR TO GROUT

TO FINISHED GRADE

GRADE

RINGS/RISERS

FOR MA INTENANCE CA LL 1.800.338.11

www.contechES.com

C l ean wa t e r s t a r t s he r e

STRUCTURE ID

WATER QUALITY FLOW RATE (CFS)

PEAK FLOW RATE (CFS)

PEAK FLOW RETURN PERIOD (YRS)

SITE SPECIFIC DATA REQUIRMENTS

SCREEN APERTURE (2400 OR 4700)

Date: 6/24/2026 Time: 10:53 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: 140215368-0501-CG501-0101

2026 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CG501

GRADING AND DRAINAGE

DETAILS

Date: 6/24/2026 Time: 10:54 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: 140215368-0501-CG501-0102

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CG502

GRADING AND DRAINAGE

DETAILS II

Date: 6/24/2026 Time: 10:54 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: CP01-140215368-0501-CU101-0101

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CU101

UTILITY PLAN

0 240 24

Date: 6/24/2026 Time: 10:54 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: CP01-140215368-0501-CU102-0101

2026 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CU102

PROPOSED SEPTIC PLAN

& DETAILS

Date: 6/24/2026 Time: 10:54 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: 140215368-0501-CU501-0101

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CU501

UTILITY DETAILS

Date: 6/24/2026 Time: 10:55 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: CP01-140215368-0501-CE101-0101

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CE101

SOIL EROSION &

SEDIMENT CONTROL PLAN

Date: 6/24/2026 Time: 10:55 User: agordon Style Table: Langan.stb Layout: Layout1 Document Code: 140215368-0501-CE501-0101

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

CE501

SOIL EROSION &

SEDIMENT CONTROL

DETAILS

Date: 6/24/2026 Time: 10:55 User: agordon Style Table: Langan.stb Layout: LP101 Document Code: 140215368-0501-LP101-0102

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

LP101

PLANTING PLAN -

CONSOLIDATED SCHOOL

VGC

Date: 6/24/2026 Time: 10:56 User: agordon Style Table: Langan.stb Layout: LP501 Document Code: 140215368-0501-LP501-0101

2026 JCJ Architecturec

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

PLANTING NOTES &

DETAILS - CONSOLIDATED

SCHOOL

LP501

Date: 6/24/2026 Time: 10:56 User: agordon Style Table: Langan.stb Layout: LL101 Document Code: 140215368-0501-LL101-0101

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

SITE LIGHTING PLAN -

CONSOLIDATED SCHOOL

LL101

Date: 6/24/2026 Time: 10:56 User: agordon Style Table: Langan.stb Layout: LP501 Document Code: 140215368-0501-LL501-0101

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

Reference Cover Sheet for Consultant Directory

REVISIONS

E (1

(5 0%

) W

ILL

O N

" W

1.5 " O

(3 7.5

.25

.75 " W

ILL

1/ 2"

, 1 /4"

, 1 /8"

, 1 /16

" A

" V

W S

S W

ILL

B Y

8" =1

'-0 " A

T (3

7.5

) W

ILL

B E

3/6 4"

=1 '-0

A T

3/4

3/8

3/1 6"

" T

O 1.

3/4

1'- 0"

A T

(3 7.5

) W

ILL

1/ 4"

=1 '-0

A M

AS NOTED

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

H19079.00

DL [WHO]PIC [JL]

DTL [AMD]PM [CO]

BID SET

06/25/2026

6/25/2026

LIGHT POLE FOOTING

NTS1

POLE-MOUNTED FIXTURE

NTS2 LIGHT POLE

NTS3

SITE LIGHTING NOTES &

DETAILS - CONSOLIDATED

SCHOOL

LL501

SCALE

DRAWN

ISSUE

JOB

CONSULTANT:

120 HUYSHOPE AVENUE

SUITE 400

HARTFORD, CT 06106

860.247.9226

REVISIONS

CONSULTANT:

D R

A W

P R

E D

F U

0" x4

2" ; D

R A

G P

T E

D H

O N

A S

H E

E T

8" x2 4"

O F

E X

T R

A S

P A

C E

O N

F O

U R

E S

; D R

A W

P R

E D

N E

A R

D S

5" W

H T

1" x1

7" . I

N D

U A

L 1/

2" , 1

/1 6"

A N

/3 2"

W S

C A

L T

R A

N S

E B

Y M

T H

E D

E N

O M

T O

R B

A N

D M

A K

T H

E N

U M

E R

A T

O R

. F

O R

E X

A M

-0

A T

B E

1' -0

O R

S C

S A

/1 6"

A N

/3 2"

T H

E T

R A

N S

E E

N O

U G

H T

O U

S E

T H

E D

E N

O M

T O

R E

Q U

T A

N D

C H

A N

G E

T H

E N

U M

E R

A T

O R

T O

. E

X A

M P

1' -0

L B

E N

E A

R E

S T

T O

-0

CONSOLIDATED

BUS LOT

302 BALL POND ROAD

NEW FAIRFIELD, CT 06812

GENERAL NOTES

S-000

BID SET

06/25/2026

H19079.00

6/25/2026

MICHAEL HORTON ASSOCIATES, INC.

780 East Main Street, Suite 1

Branford

CT.

(203) 228-8647

STRUCTURAL ENGINEER

PIC [JL]

DTL [AMD]PM [CO]

r1 v

GENERAL

GOVERNING CODE: 2022 CONNECTICUT STATE BUILDING CODE, (2021 INTERNATIONAL BUILDING CODE).

DESIGN LOADS: TOWN OF NEW FAIRFIELD

CONSTRUCTION LIVE LOADS: 20 PSF

PRE-COMPOSITE LOAD FOR CONCRETE PLACEMENT BY HOSE AND FINISHING. CONTRACTOR IS

RESPONSIBLE FOR ANY SHORING REQUIRED OF THE DECK FOR HEAVIER LOADS DURING CONCRETE

PLACEMENT.

MINIMUM LIVE LOADS: OFFICE 50 PSF + 15 PSF PARTITIONS

ROOF LOAD:

ROOF SNOW LOAD CRITERIA:

Pg = 30 PSF Ce = 1.0 Is = 1.0 Ct= 1.0 Pf = 21.0 PSF

WITH INCREASES FOR SNOW DRIFTING, UNBALANCES AND SLIDING PER SECTION

1608 (2021 IBC).

MINIMUM ROOF LIVE LOAD = 30 PSF

ROOF DEAD LOAD = 15 PSF

WIND LOAD CRITERIA: SECTION 1609 (2021 IBC)

ULTIMATE WIND SPEED VU = 115 MPH

NOMINAL DESIGN WIND VASD = 89 MPH

RISK CATEGORY II, Iw = 1.0

EXPOSURE CLASSIFICATION "C".

MINIMUM WIND LOAD ON PRIMARY STRUCTURE = 15 PSF

WIND LOADS ON SECONDARY ELEMENTS SHALL CONFORM WITH ASCE 7-16.

COMPONENT AND CLADDING DESIGN WIND PRESSURES:

ROOF ZONE 1: POSITIVE: 17.48 PSF

NEGATIVE: -41.04 PSF

ROOF ZONE 2E: POSITIVE: 17.48 PSF

NEGATIVE: -41.04 PSF

ROOF ZONE 2N/2R: POSITIVE: 17.48 PSF

NEGATIVE: -65.47 PSF

ROOF ZONE 3E: POSITIVE: 17.48 PSF

NEGATIVE: -65.47 PSF

ROOF ZONE 3R: POSITIVE: 17.48 PSF

NEGATIVE: -76.39 PSF

WALL ZONE 4: POSITIVE: 28.8 PSF

NEGATIVE: -31.3 PSF

WALL ZONE 5: POSITIVE: 28.8 PSF

NEGATIVE: -38.6 PSF

DESIGN WIND PRESSURE IS COMPUTED BASED ON ULTIMATE WIND SPEED USING 10

SQUARE FOOT OF AREA.

SEISMIC LOAD CRITERIA: AS PER SECTION 1613 (2021 IBC) WITH:

RISK CATEGORY = II

SEISMIC IMPORTANCE FACTOR, Ie = 1.0 Ss = 0.219g, S1 = 0.056g

SOIL SITE CLASS = D (DEFAULT)

SPECTRAL RESPONSE COEFFICIENTS, Sds = 0.235G, Sd1 = 0.09g

SEISMIC DESIGN CATEGORY, B

BASIC SEISMIC-FORCE-RESISTING SYSTEM: BEARING WALL, LIGHT FRAME WALLS

WITH SHEAR PANELS

SEISMIC RESPONSE COEFFICIENT, Cs = 0.054 DESIGN BASE SHEAR, V = Cs x W

RESPONSE MODIFICATION FACTOR, R = 6.5

ANALYSIS PROCEDURE USED: EQUIVELANT LATERAL FORCE PROCEDURE

ASSUMED BEARING PRESSURE ON UNDISTURBED SOIL: 3000 PSF

1. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THE

GENERAL STRUCTURAL NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICTEST PROVISION

SHALL GOVERN.

2. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS

FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE

CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE PROJECT.

THE CONTRACTOR SHALL PROVIDE SHORING CALCULATIONS AND SHORING DRAWINGS,

INDICATING THE WORK TO BE PROVIDED, SIGNED AND SEALED BY A PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF CONNECTICUT.

3. THE STRUCTURE UTILIZES SHEAR WALLS TO PROVIDE LATERAL STABILITY. THEREFORE,

TEMPORARY BRACING, GUYS, ETC. MUST BE MAINTAINED UNTIL ALL MASONRY SHEAR WALLS HAVE BEEN

ERECTED AND ATTACHED TO STEEL FRAMING.

4. LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO REQUIREMENTS OF OTHER (NON- STRUCTURAL) DISCIPLINES ARE SHOWN FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL OBTAIN FROM THE HEATING AND VENTILATING, ELECTRICAL, PLUMBING AND OTHER SUBCONTRACTORS THE FINAL APPROVED SIZE AND LOCATION OF ALL OPENINGS AND WORK TO BE PROVIDED FOR THEIR TRADE IN

ROOFS, FLOORS AND WALLS, WHETHER SHOWN OR NOT SHOWN ON STRUCTURAL DRAWINGS.

CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSMISSION OF REQUIREMENTS, LOCATIONS AND DETAILS

TO STRUCTURAL SUBCONTRACTORS. EXCESS COST RELATED TO VARIATION IN MECHANICAL

REQUIREMENTS ARE NOT TO BE BORNE BY THE OWNER.

5. MECHANICAL EQUIPMENT WEIGHTS USED IN DESIGN OF SUPPORTING ELEMENTS HAVE BEEN

INDICATED ON THE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO INSTALLATION IF

ACTUAL WEIGHT EXCEEDS WEIGHT SHOWN ON DRAWINGS.

6. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES

AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION.

7. SHOP DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR

CHECKER'S INITIALS BEFORE BEING SUBMITTED TO THE ARCHITECT FOR APPROVAL.

8. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANGLES AND EXISTING

CONDITIONS BEFORE PROCEEDING WITH ANY WORK.

9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND

SIMILAR SITUATIONS THROUGHOUT THE BUILDING, UNLESS OTHERWISE SPECIFICALLY NOTED.

10. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO

SUBMITTING THEIR BID FOR REFERENCE TO ALL NOTES ON ARCHITECTURAL DRAWINGS REFERRING TO ASEE STRUCTURAL DRAWINGS@. IF THE SIZE OF ELEMENTS AND DETAILING OF MEMBERS IS NOT INDICATED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO REQUEST THE MISSING INFORMATION IN PREPARATION OF THEIR BID. THESE REFERENCED ITEMS SHALL BE PART OF THE BASE BID.

11. IN CASES OF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SUBMITTED SHOP

DRAWINGS, THE CONTRACT DOCUMENTS SHALL GOVERN INSTALLATION OF MATERIALS.

CONRTACTOR’S DELEGATED DESIGN

1. CONTRACTOR SHALL RETAIN THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE

STATE OF CONNECTICUT TO PERFORM THE DESIGN OF THE FOLLOWING:

1. PREFABRICATED TRUSS DESIGN AND THEIR CONNECTIONS

2. ALL NON-STRUCTURAL EQUIPMENT ATTACHMENT TO SUPPORTING STRUCTURE, THIS

INCLUDES BUT IS NOT LIMITED TO MECHANICAL CURB ATTACHMENTS, HANGING

CONNECTIONS OF MEP ITEMS, ETC.

ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY THE ENGINEER AND SUBMITTED FOR

REVIEW.

FOUNDATIONS

1. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF FOUNDATION WALLS TO PREVENT MOVEMENTS DUE TO UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE ONLY, BACKFILLING AND COMPACTION SHALL NOT START UNTIL FLOOR SLAB OR ADEQUATE BRACING IS

PROVIDED FOR WALL SUPPORT (EXCEPT AT RETAINING WALLS).

2. ALL FOOTINGS ARE TO REST ON UNDISTURBED NATURAL SOIL, AS DEFINED IN THE

SPECIFICATIONS, OR CONTROLLED COMPACTED FILL, REGARDLESS OF ELEVATIONS SHOWN ON

DRAWINGS. FOOTING BOTTOM ELEVATIONS SHALL NOT BE HIGHER THAN INDICATED ON THE FOUNDATION

PLAN, NOR LESS THAN 3'-6" BELOW FINISH GRADES.

3. IF FILL MATERIALS ARE ENCOUNTERED AT FOOTING BEARING ELEVATIONS, ALL FILL MATERIAL SHALL BE EXCAVATED AND DISPOSED OF LEGALLY OFF-SITE. THE OVER EXCAVATION SHALL BE BACKFILLED WITH CONTROLLED COMPACTED FILL TO THE BOTTOM OF FOOTING ELEVATION AS REQUIRED.

4. ALL CONTROLLED COMPACTED BACKFILL UNDER FOOTINGS AND WITHIN THE FOOTPRINT OF THE

STRUCTURE SHALL BE COMPACTED TO 95% OF THE MODIFIED OPTIMUM DENSITY.

5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE AT LEAST 3'-6" BELOW FINISHED GRADE. PRIOR

TO PROCEEDING WITH FOOTING EXCAVATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF FINISH GRADES AND BOTTOM OF EXTERIOR FOOTING ELEVATIONS TO MAINTAIN THE

3'-6" FROST PROTECTION.

6. ALL SOIL SURROUNDING AND UNDER ALL FOOTINGS SHALL BE PROTECTED FROM FREEZING AND

FROST ACTION DURING THE COURSE OF CONSTRUCTION.

7. FOOTING BOTTOMS SHALL STEP AT THE RATE OF 1 UNIT VERTICAL TO 2 UNITS HORIZONTAL

WITH A MAXIMUM VERTICAL STEP OF 2'-0".

8. WHERE SUBSURFACE PIPING PASSES THROUGH FOUNDATION WALLS, THE TOP OF THE

FOOTINGS SHALL BE AT LEAST 8" BELOW THE INVERT ELEVATION OF THE PIPING AND CONDUITS.

COORDINATE ALL INVERTS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, SITE AND SITE

UTILITY DRAWINGS.

9. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUBSURFACE PIPING OR CONDUIT, BOTTOM OF

FOOTINGS SHALL BE AT LEAST 8" BELOW INVERT ELEVATION OF PIPING OR CONDUITS.

10. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES.

11. USE LEAN CONCRETE (f'c=1500) OR CONTROLLED COMPACTED FILL FOR OVER-EXCAVATION OF

FOOTINGS.

12. PLACEMENT OF ALL COMPACTED FILL MATERIALS MUST BE UNDER SUPERVISION OF AN

APPROVED TESTING LABORATORY (SEE SPECIFICATIONS). CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL SUBGRADE HAS BEEN CHECKED IN PLACE AND APPROVED BY TESTING LABORATORY.

13. EXISTING ON-SITE EXCAVATED MATERIALS SHALL NOT BE ACCEPTABLE BACKFILL MATERIAL BELOW BUILDING FOUNDATIONS, SLABS ON GRADE, OR FOR BACKFILLING OF FOUNDATION WALLS, OR

WITHIN 2 FEET OF PAVEMENT GRADES UNLESS APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD.

14. CONTROL JOINT SPACING EXPOSED FOUNDATION RETAINING WALLS SHALL NOT EXCEED 30

FEET. 50% OF HORIZONTAL REINFORCEMENT SHALL EXTEND THROUGH JOINT AND HAVE A CLASS "B" SPLICE (PER ACI 318). CONTROL JOINTS ARE NOT REQUIRED AT FROST WALLS UNLESS NOTED ON PLAN.

15. WHERE REQUIRED, CONSTRUCTION JOINTS SHALL BE KEYED AND OCCUR AT CONTROL JOINT INTERVALS. PROVIDE BENTONITE WATERSTOP FULL HEIGHT IN ALL WALL CONSTRUCTION JOINTS WHERE

THERE IS A DIFFENCE IN GRADE.

16. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF BRICK OR CONCRETE MASONRY BLOCK

SHELF ELEVATIONS IN THE FOUNDATION WALLS.

17. THE FOUNDATION DESIGN OF THE STRUCTURE HAS BEEN PREPARED BASED ON THE SOIL

BORINGS, SOILS REPORT AND RECOMMENDATIONS PROVIDED BY THE GEOTECHNICAL ENGINEER, DOWN TO

EARTH CONSULTING DATED MARCH 23, 2023. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE MATERIAL PRIOR TO PREPARING HIS BID TO ASSURE HE UNDERSTANDS THE SOIL CONDITIONS AND THE

RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER.

18. FOUNDATION DESIGN SITE PREPARATION: THE FOUNDATION DESIGN AS INDICATED ON THE STRUCTURAL DRAWINGS HAS BEEN BASED ON THE FOLLOWING SITE PREPARATION. THE SITE HAS BEEN PREPARED BY THE EXCAVATION AND REMOVAL FROM THE SITE OF ALL EXISTING FILL AND CONTAMINATED SOILS. THE FOUNDATION DESIGN IS BASED ON THE CONTROLLED BACKFILLING OF THE SITE EXCAVATION WITH CONTROLLED FILL COMPACTED TO AT LEAST 95% OF THE MODIFIED OPTIMUM DENSITY IN

ACCORDANCE WITH ASTM D1557.

19. PROVIDE CONTINUOUS BENTONITE WATERSTOPS BETWEEN THE TOP OF FOOTING AND BOTTOM OF ALL WALLS WHERE THE SLAB ON GRADE IS BELOW THE FINISH GRADE. PLACE THE WATERSTOP WITH A

MINIMUM OF 2" CLEAR FROM THE FACE OF WALL, OR PER THE MANUFACTURER=S WRITTEN

INSTALLATION INSTRUCTIONS. ATTACH WATERSTOP TO THE CONCRETE PER THE MANUFACTURERS

WRITTEN INSTALLATION INSTRUCTIONS.

SLAB ON GRADE

1. ALL SLABS ON GRADE SHALL BEAR ON A 15 MIL, CLASS A, VAPOR RETARDER OVER A MINIMUM OF 4 INCHES OF 3/4" COMPACTED PROCESSED AGGREGATE FILL, OVER A MINIMUM OF 6 INCHES OF

COMPACTED GRAVEL FILL.

ALL JOINTS OF THE VAPOR RETARDER SHALL BE SEALED WITH TAPE. TURN THE VAPOR BARRIER UP AT ALL TERMINATIONS AGAINST FOUNDATION WALLS AND SEAL JOINT BY CONTINUOUSLY TAPING.

2. IF FILL MATERIALS ARE ENCOUNTERED SLAB SUBGRADE ELEVATIONS, ALL FILL MATERIAL SHALL BE EXCAVATED AND DISPOSED OF LEGALLY OFF-SITE. THE OVER EXCAVATION SHALL BE BACKFILLED WITH CONTROLLED COMPACTED FILL TO THE BOTTOM OF THE SLAB SUBGRADE AS REQUIRED. ALL CONTROLLED COMPACTED BACKFILL UNDER SLABS WITHIN THE FOOTPRINT OF THE STRUCTURE SHALL BE COMPACTED

TO 95% OF THE MODIFIED OPTIMUM DENSITY.

3. EXISTING ON-SITE EXCAVATED MATERIALS SHALL NOT BE ACCEPTABLE BACKFILL MATERIAL BELOW BUILDING SLABS ON GRADE UNLESS APPROVED BY THE GEOTECHNICAL ENGINEER OF RECORD.

4. SAWCUT CONTRACTION JOINTS ARE TO BE CREATED IN SLABS ON GRADE. REFER TO ACI 360, CHAPTER 6 FOR REQUIREMENTS. JOINTS SHALL BE SAW CUT 1/8" WIDE AND TO A DEPTH EQUAL TO 1/4 OF

THE SLAB THICKNESS. LOCATE JOINTS A MAXIMUM OF 12'-0" ON CENTER IN EACH DIRECTION, IN

ADDITION TO THOSE LOCATIONS INDICATED ON PLAN.

5. SAWCUT CONTRACTION JOINTS SHOULD BE CONTINUOUS ACROSS INTERSECTING JOINTS, NOT STAGGERED OR OFFSET. THE ASPECT RATIO OF SLAB PANELS SHOULD BE A MAXIMUM OF 1.5 TO 1. L AND

T SHAPED PANELS SHOULD BE AVOIDED.

6. CONSTRUCTION JOINTS AS REQUIRED SHALL BE KEYED AND DOWELED AND LOCATED AT

INTERVALS OF A MAXIMUM OF 75 FEET ON CENTER.

7. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF DEPRESSED AREAS IN CONCRETE SLABS AND FOR CONCRETE PADS. MAINTAIN FULL SLAB THICKNESS IN DEPRESSED AREAS, UNLESS

OTHERWISE SHOWN.

8. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF ALL MASONRY WALLS FOR WHICH NO

FOOTING IS SHOWN. SEE DETAILS FOR SLAB REINFORCING REQUIREMENTS AT ALL WALL LOCATIONS.

9. CONTRACTOR SHALL CONSOLIDATE ALL SLAB CONCRETE USING VIBRATIONAL METHODS IN

CONFORMANCE WITH ACI 309, AGUIDE FOR CONSOLIDATION OF CONCRETE.

10. ALL CONDUIT AND PIPING ARE TO BE PLACED BELOW THE SLAB VAPOR BARRIER. ANY STUB-UPS

SHOULD BE TAPED WITH APPROVED TAPE.

CONCRETE

MATERIALS:

CONCRETE SHALL MEET THE REQUIREMENTS OF THE EXPOSURE CATEGORY LISTED BELOW PER ACI 318 CHAPTER 19, AND SHALL HAVE THE MAXIMUM WATER TO CEMENT RATIO, TARGET AIR CONTENT AND DEVELOP STRENGTH

IN 28 DAYS AS FOLLOWS:

LOCATION EXPOSURE STRENGTH MAXIMUM WATER TARGET AIR

CATEGORY(PSI) TO CEMENT RATIO CONTENT

FOUNDATIONS F2 4500 0.45 6%

SLABS ON GRADE F0 3500 N/A N/A

SLABS ON METAL DECK F0 3500 N/A N/A

* INCLUDES ANY EXTERIOR CONCRETE PADS, SLABS, ETC. NOTED ON THE STRUCTURAL DRAWINGS. REFER TO

SITE CONCRETE SPECIFICATIONS FOR ALL OTHER EXTERIOR CONCRETE REQUIREMENTS.

1. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS MUST FOLLOW ACI 318-19.

2. CONTRACTOR IS RESPONSIBLE FOR FOLLOWING ACI GUIDELINES FOR HOT AND COLD WEATHER

CONCRETE AND SHALL SUBMIT PROCEDURES FOR RECORD PRIOR TO COMMENCING WORK.

3. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60.

4. NO TACK WELDING OF REINFORCING WILL BE PERMITTED.

5. UNLESS NOTED OTHERWISE, ALL LAP SPLICES SHALL BE CLASS B, IN ACCORDANCE WITH ACI 318-19.

6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.

7. WIRE MESH REINFORCEMENT MUST LAP ONE MESH SIZE AT SIDES AND ENDS AND BE WIRED

TOGETHER.

8. WELDED WIRE FABRIC SIDE LAPS SHALL BE STAGGERED TO AVOID FOUR MESH THICKNESS AT

COINCIDING END LAP AND SIDE LAP LOCATION.

9. NO CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.1% CHLORIDE BY WEIGHT OF

ADMIXTURE SHALL BE USED IN THE CONCRETE.

10. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE AT LEAST 3'-6" BELOW FINISHED GRADE. PRIOR TO

PROCEEDING WITH FOOTING FORMWORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF BOTTOM OF EXTERIOR FOOTING ELEVATIONS WITH THE FINISH GRADES AND MAINTAINING THE 3'-6" FROST PROTECTION. WHERE SUBSURFACE PIPING PASSES THROUGH FOUNDATION WALLS, THE TOP OF FOOTINGS SHALL BE AT LEAST 8" BELOW THE INVERT ELEVATION OF THE PIPING AND CONDUITS. COORDINATE ALL INVERTS WITH MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, SITE AND SITE UTILITY DRAWINGS. PIPING OR

CONDUITS SHALL NOT PASS THROUGH COLUMNS OR PIERS.

11. CONTRACTOR SHALL ANTICIPATE DEFLECTION OF STEEL MEMBERS AT SUPPORTED ELEVATED SLABS

OF 1 INCH MAXIMUM, AND PROVIDE ADDITIONAL CONCRETE AS REQUIRED.

12. ALL HORIZONTAL STEEL SHOWN IN SECTIONS AND DETAILS SHALL BE CONTINUOUS, UNLESS

OTHERWISE NOTED. ALL LAPS SHALL BE CLASS AB@ SPLICES IN ACCORDANCE WITH ACI 318.

13. AT INTERSECTIONS OF REINFORCED CONCRETE WALLS, PROVIDE CORNER DOWELS OF SAME SIZE AND AT THE SAME SPACING AS THE SMALLER HORIZONTAL REINFORCING. DOWELS SHALL HAVE A CLASS B LAP WITH

HORIZONTAL REINFORCING IN EACH DIRECTION.

14. PROVIDE DRILLED AND EPOXIED DOWELS OF SAME SIZE TO MATCH NEW REINFORCING WHERE NEW CONSTRUCTION ABUTS EXISTING CONCRETE CONSTRUCTION. LENGTH SHALL BE THE REQUIRED EMBEDMENT DEPTH PER THE ANCHOR BOLT/EPOXY MANUFACTURER PLUS A CLASS B LAP SPLICE FOR THE SIZE OF BAR.

15. PROVIDE CORROSION RESISTANT ACCESSORIES IN ALL EXPOSED CONSTRUCTION.

16. ALL KEYS IN CONCRETE WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERWISE.

17. CONCRETE PIERS: PLACE CONCRETE PIERS AND WALLS TOGETHER. SET PIER REINFORCING AND SET WALL REINFORCING THROUGH PIER VERTICAL BARS. PROVIDE DOWELS WITH STANDARD HOOK FROM FOOTING

AT ALL PIERS. SIZE AND QUANTITY OF DOWELS TO MATCH VERTICAL PIER REINFORCING, PROVIDE CLASS "B"

SPLICE.

18. SEE ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, SITE, SITE UTILITY AND EQUIPMENT DRAWINGS FOR CONCRETE PADS, SLEEVES, OPENINGS, RECESSES, AND BUILT-IN WORK IN

CONCRETE ELEMENTS.

19. THE CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL ALL ACCESSORIES FOR PROPER

ANCHORAGE OF WOOD AND METAL FRAMING, WOOD BLOCKING, BRICK WORK AND MASONRY UNITS. HE SHALL BE SOLELY RESPONSIBLE FOR FURNISHING, LOCATING AND ENSURING PROPER QUANTITY OF ALL FASTENING

DEVICES.

20. ALL CONCRETE TO REMAIN EXPOSED TO VIEW SHALL RECEIVE A SMOOTH RUBBED FINISH (SEE

SPECIFICATIONS).

21. ALL CONCRETE CORNERS WITH BOTH SIDES EXPOSED TO VIEW SHALL BE SQUARE UNLESS OTHERWISE SHOWN OR NOTED. THE EDGE SHALL BE RUBBED, PRODUCING A SMOOTH, DENSE SURFACE WITHOUT PITS OR

IRREGULARITIES.

22. PROVIDE CONTINUOUS VERTICAL DOVETAIL SLOTS AT 16 INCH CENTERS HORIZONTALLY FOR ALL CONCRETE WALLS ABUTTING A MASONRY WALL OR MASONRY VENEER, UNLESS OTHERWISE NOTED.

23. PROVIDE CLEARANCE FROM EDGE OF REINFORCING TO EDGE OF CONCRETE AS FOLLOWS:

FOOTINGS (AGAINST EARTH) 3"

BEAMS (LONGITUDINAL REINFORCING) 2"

COLUMNS AND PIERS (VERTICAL REINFORCING) 2"

WALLS, EXTERIOR FACE (#5 AND SMALLER) 1 1/2"

WALLS, EXTERIOR FACE (#6 AND LARGER) 2"

SLABS (INTERIOR) 3/4"

SLABS (EXTERIOR) 1 1/2"

SLABS ON GRADE (W.W.F.) 1/3 X THK. FROM TOP SURFACE

24. PROVIDE 2-#4 BARS IN TOP OF ALL CONCRETE BEAMS WITH STIRRUPS THAT DO NOT HAVE ANY

OTHER TOP STEEL SPECIFIED.

25. NO SLEEVES, HOLES OR INSERTS SHALL BE PLACED IN SLABS WITHIN 2'-0" OF THE EDGE OF COLUMNS, OR ANYWHERE IN BEAMS, COLUMNS OR JOISTS WITHOUT APPROVAL OF THE ARCHITECT.

26. PROVIDE LENGTH OF BEARING ON MASONRY WALLS AS FOLLOWS, UNLESS NOTED OTHERWISE:

REINFORCED CONCRETE BEAMS: 8 INCHES

SOLID CONCRETE SLABS: 4 INCHES

27. CONCRETE COLUMNS SHALL BE PLACED AT LEAST TWO HOURS IN ADVANCE OF BEAMS, JOISTS AND

SLABS.

28. JOINTS NOT INDICATED ON THE DRAWINGS SHALL BE MADE SO AS TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE. THERE SHALL BE NO HORIZONTAL JOINTS IN BEAMS OR SUSPENDED SLABS.

29. PROVIDE THE FOLLOWING AT OPENINGS IN ALL CONCRETE WALLS AND FRAMED SLABS, UNLESS

OTHERWISE INDICATED:

1-#5 AT EACH FACE ON EACH SIDE OF OPENING, EXTENDING 2'-0" BEYOND OPENING.

1-#5 X 4'-0" LONG AT EACH FACE DIAGONALLY AT EACH CORNER.

30. REINFORCING STEEL SHOP DRAWINGS SHALL INDICATE THE SEQUENCE IN WHICH LAYERS OF CROSSING REINFORCING SHOULD BE PLACED, IN ORDER TO PRODUCE THE CORRECT OUTERMOST LAYER AS

INDICATED ON THE DRAWINGS.

31. SHOP DRAWINGS SHALL INDICATE LOCATIONS OF ALL WALL CONTROL AND CONSTRUCTION JOINTS.

32. ALL REINFORCING, THREADED RODS OR BOLTS INDICATED TO BE DRILLED AND EPOXIED SHALL UTILIZE

HILTI HIT-HY200 ADHESIVE OR APPROVED EQUAL.

WOOD FRAMING

1. LUMBER FOR WOOD JOISTS, RAFTERS AND BEAMS SHALL BE DOUG-FIR-LARCH, NUMBER 2

GRADE, WITH 19% MAXIMUM MOISTURE CONTENT AND MINIMUM SAFE STRENGTH CAPACITY OF:

Fb = 900 PSI FOR BENDING Fc (perp.) = 625 PSI FOR COMPRESSION PERP. TO GRAIN

Fc (par.) = 1350 PSI FOR COMPRESSION PARALLEL TO GRAIN Fv = 180 PSI FOR HORIZONTAL SHEAR

E = 1,600,000 PSI MODULUS OF ELASTICITY

2. LUMBER FOR WOOD STUDS SHALL BE DOUG-FIR, NUMBER 2 GRADE, WITH 19% MAXIMUM

MOISTURE CONTENT AND MINIMUM SAFE CAPACITY OF:

Fb = 900 PSI FOR BENDING Fc (perp.) = 625 PSI FOR COMPRESSION PERP. TO GRAIN Fc (par.) = 1350 PSI FOR COMPRESSION PARALLEL TO GRAIN Fv = 180 PSI FOR HORIZONTAL SHEAR

E = 1,600,000 PSI MODULUS OF ELASTICITY

3. ALL LUMBER IN CONTACT WITH MASONRY, CONCRETE, OR WITHIN 8" OF GRADE SHALL BE

PRESSURE TREATED LUMBER.

4. WALL SHEATHING: ALL SHEATHING SHALL CONFORM TO THE REQUIREMENTS OF U.S. PRODUCT STANDARD PS-2 AND THE AMERICAN PLYWOOD ASSOCIATION AND BE RATED FOR EXPOSURE -1. FASTEN SHEATHING TO FRAMING USING A MINIMUM 0.131” x 2.5” NAIL. REFER TO DRAWINGS FOR SPACING

REQUIREMENTS.

FASTEN FLOOR SHEATHING TO FRAMING USING A MINIMUM 0.131” x 2.5” NAIL. FASTEN SHEATHING TO FRAMING USING A MINIMUM 0.131” x 3” RING SHANK NAIL. REFER TO DRAWINGS

FOR SPACING REQUIREMENTS.

5. CORNER POSTS SHALL BE THE EQUIVALENT OF NOT LESS THAN THREE PIECES OF 2" X 6" STUDS AT 6" STUD WALLS AND 2" X 4" STUDS AT 4" STUD WALLS, BRACED BY APPROVED SHEATHING APPLIED

VERTICALLY IN PANELS NOT LESS THAN 4'-0" X 8'-0".

6. PROVIDE WOOD POSTS BELOW BEAMS, MULTIPLE WIDTH WOOD MEMBERS, AND GIRDER

TRUSSES THAT SHALL MATCH THE WIDTH OF THE MEMBER TO BE SUPPORTED.

7. FLOOR JOIST BRIDGING:

PROVIDE 1" X 3" DIAGONAL BRIDGING (OR EQUIVALENT) AT 8'-0" MAXIMUM ON

CENTER.

USE ONE LINE OF SOLID BLOCKING NEXT TO EXTERIOR WALLS AND AT CENTERLINE OF

INTERIOR STUD WALLS.

8. CUTTING AND NOTCHING: IN BEAMS, JOISTS…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Sep 1, 2026.