RFP 27-20 Addendum 2_9.9.26.pdf

Roswell Park Comprehensive Cancer Center ADDENDUM #2 Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 1 of 8 #15-24-001 Young + Wright Architects

ADDENDUM #2

Date of Addendum: 9/9/2026

NOTICE TO ALL BIDDERS AND PLANHOLDERS

The Contract Documents for the above-referenced Project are modified as set forth in this Addendum. The original Contract Documents and any previously issued addenda remain in full force and effect, except as modified by this Addendum, which is hereby made part of the Contract Documents. Bidder shall take this Addendum into consideration when preparing and submitting a bid, and shall acknowledge receipt of this Addendum in the space provided on the Bid Form.

BID SUBMITTAL DEADLINE

The bid submittal deadline has been extended to Friday September 25, 2026 at 02:00 PM EST.

1.0 – SPECIFICATIONS

Item Section No. Description of Change

1.1 220523 –

VALVES

Refer to Part 2.1 Valves – General, Paragraph A, 3.

REPLACE:

All items here-in used to convey water for potable use shall be lead free in accordance with NSF Standard, Standard 61, Section 9 - Standard for Drinking Water and Lavatory Faucets and NSF Standard 372 - Maximum Lead Requirements. In Compliance shall be via third party testing and certification.

WITH:

All items here-in used to convey water for potable use shall be lead free in accordance with NSF Standard, Standard 61, Section 9 - Standard for Drinking Water and Lavatory Faucets and NSF Standard 372 - Maximum Lead Requirements. In compliance with MSS-110 (Manufacturers Standardization Society (MSS)). Compliance shall be via third party testing and certification.

1.2 220523 –

VALVES

Refer to Part 3.1 Installation

ADD:

Provide backflow prevention. Any standard hose bibb that attaches to a hose for general use must have an atmospheric or pressure-type vacuum breaker to prevent contamination. Where used for anything other than tank draining.

1.3 220580 –

EXCAVATION

AND

BACKFILL

Refer to Part 3.5 Excavation – Paragraph B, 3.

REPLACE:

Should rock be encountered., excavate 6 in. deeper and fill space between trench bottom and pipe with coarse sand, well compacted to form a firm pipe bed.

WITH:

Where rock is encountered in trenching, the rock shall be removed to not less than 3 inches below the installation level of the bottom of the pipe., Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 2 of 8 excavate 6 in. deeper and fill space between trench bottom and pipe with coarse sand, well compacted to form a firm pipe bed.

1.4 220580 –

EXCAVATION

AND

BACKFILL

Refer to Part 3.6 Backfill – Paragraph B, 1.a

ADD:

Earth used for backfill above the pipe shall be free from rocks, broken concrete, and frozen chunks. Place backfill in maximum 6-inch lifts and compact each lift until the crown of the pipe is covered by a minimum of 12 inches of compacted earth.

1.5 223010 –

EQUIPMENT

Refer to Part 3.1 Equipment Connections – Paragraph A, 7.

ADD:

Earth used for backfill above the pipe shall be free from rocks, broken concrete, and frozen chunks. Place backfill in maximum 6-inch lifts and compact each lift until the crown of the pipe is covered by a minimum of 12 inches of compacted earth.

1.6 223400 –

WATER

HEATERS

Refer to Part 1.3 Special Coordination – I.

ADD:

Earth Electric instantaneous water heaters shall be listed and labeled in accordance with UL 499.

1.7 227010 –

NATURAL

GAS SYSTEMS

Refer to Part 3.3 Piping Installation – K.

ADD:

Line gas pressure regulators shall be listed as complying with ANSI Z21.80

1.8 260501 – BASIC

MATERIALS

AND

METHODS

Refer to Part 3.1 Installation, Paragraph E - Wiring Methods

DELETE:

Fire proof tape all medium voltage cables in handholes, man holes, building entrance and junction/pull boxes.

1.9 260501 – BASIC

MATERIALS

AND

METHODS

Refer to Part 3.1 Installation, Paragraph E - Wiring Methods

DELETE:

Medium voltage cables shall be installed, terminated and tested by trained and qualified personnel with a minimum of 5 years' experience. Training shall be for all types of installations and for the specific types of splices/terminations. Installation shall be in accordance with the cable manufacturer and IEEE. Provide circuit tagging with engraved phenolic plate attached with UV resistant tie wrap indicating source, circuit # and date installed with 3/16 in. test.

1.10 260501 – BASIC

MATERIALS

AND

METHODS

Refer to Part 3.1 Installation, Paragraph J – Identification

REPLACE:

Provide engraved lamicoid identification nameplates on all items of equipment including individual circuit breaker enclosures and disconnect switches, listing the equipment connected to the particular device provided under Specification Sections 262000 and 262913, including, but not limited to: starters, disconnect switches, adjustable speed drives, circuit

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 3 of 8 breakers, etc. Include voltage, phase, equipment served, voltage source to panel or equipment.

WITH:

Provide engraved lamicoid identification nameplates on all items of equipment including individual circuit breaker enclosures and disconnect switches, listing the equipment connected to the particular device provided under Specification Sections 262000, including, but not limited to:

starters, disconnect switches, adjustable speed drives, circuit breakers, etc.

Include voltage, phase, equipment served, voltage source to panel or equipment.

1.11 262000 –

ELECTRIC

DISTRIBUTION

Refer to Part 3.1 Installation, Paragraph G – Panelboards

REPLACE:

Mount top of trim 90 inches above finished floor unless otherwise noted. In ADA accessible locations, mount top of trim 48 inches above finished floor.

WITH:

Mount top of trim 72 inches above finished floor unless otherwise noted.

1.12 263600 –

TRANSFER

SWITCHES

Refer to Part 3.2 Connections, Paragraph D

REPLACE:

Ground equipment according to Section 260526 "Grounding and Bonding for Electrical Systems."

WITH:

Ground equipment according to Section 260526 "Grounding"

1.13 265000 –

LIGHTING

Refer to Part 3.8 Startup Service, Paragraph A

REPLACE:

Comply with requirements for startup specified in Section 260936 “Lighting Controls.”

WITH:

Comply with requirements for startup specified in Section 265500 “Lighting Control.”

2.0 – DRAWINGS

Item Drawing No. Description of Change

2.1 S001 REPLACE:

Sheet S001- SYMBOLS, ABBREVIATIONS, GENERAL NOTES &

DESIGN CRITERIA

2.2 S003 REPLACE:

Sheet S003 - CONCRETE PIER DETAILS

2.3 S004 REPLACE:

Sheet S004 - TYPICAL CONCRETE DETAILS

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 4 of 8

2.4 S006 REPLACE:

Sheet S006 COLUMN SCHEDULE & COLUMN BASE DETAILS

2.5 S100 REPLACE:

Sheet S100 FOUNDATION/ FIRST FLOOR PLAN

2.6 S101 REPLACE:

Sheet S101 SECOND FLOOR/ LOW ROOF FRAMING PLAN

2.7 S101.1 REPLACE:

Sheet S101.1 TRUSS BOTTOM CHORD/ LOW ROOF FRAMING PLAN

– ALTERNATE 1

2.8 S102 REPLACE:

Sheet S102 ROOF FRAMING PLAN

2.9 S102.1 REPLACE:

Sheet S102.1 ROOF FRAMING PLAN – ALTERNATE 1

2.10 S200 REPLACE:

Sheet S200 CONCRETE SECTIONS

2.11 M001 REPLACE:

Sheet M001 – FIRST FLOOR PLANS – HVAC.

Removing return grille in Corridor J-201.

2.12 M001.1 REPLACE:

Sheet M001.1 – FIRST FLOOR PLANS – HVAC – ALTERNATE # 1.

Removing return grille in Corridor J-201

2.13 M601 REPLACE:

Sheet M601 – SYMBOL LIST, SCHEDULES & DETAILS – HVAC.

Adding note to provide cabinet unit heater with an accessory for BMS integration.

2.14 M701 REPLACE:

Sheet M701 – TEMPERATURE CONTROLS - HVAC.

Modifying controls diagrams and/ or sequence of operation for details 2, 3, and 4.

2.15 P000 REPLACE:

Sheet P000 – SYMBOL LIST, GENERAL NOTES, DETAILS AND

SCHEDULES - PLUMBING

Adding general note X: No dead-end sections of piping.

Adding general note Y: Maintaining continuous circulation.

2.16 P001 REPLACE:

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 5 of 8

Sheet P001 - SITE PLAN – PLUMBING

Adding general note 8: Added note referring to NFPA 37 requirements.

2.17 P003 REPLACE:

Sheet P003 - FIRST FLOOR PLAN – PLUMBING

Adding recessed wall hydrant detail.

Clarifying that location of WH-1 will not interfere with new duct work layout. Clarifying that location of floor drains will not intrude on clear floor space required for water closets

2.18 FP000 REPLACE:

Sheet FP000 – SYMBOL LIST, GENERAL NOTES, AND DETAILS -

FIRE PROTECTION

Adding fire hydrant flow test data chart detail.

Adding quick response sidewall sprinkler symbol to symbol list.

Adding low air pressure supervisory switch to 1/FP000.

Replacing paddle type waterflow switch on dry pipe with pressure type waterflow switch on 1/FP000.

2.19 FP001 REPLACE:

Sheet FP001 – FLOOR PLANS - FIRE PROTECTION

Adding pipe sizes to all sprinkler piping.

Adding Riser Diagram - Fire Protection.

Moving location of remote inspector test connection.

Clarifying notes 11 and 15 that piping shall be insulated within wall.

2.20 FP001.1 REPLACE:

Sheet FP001.1 – FLOOR PLANS - FIRE PROTECTION – ALTERNATE 1

Adding Riser Diagram - Fire Protection - Alternate 1.

Replacing ball valve with flow switch on second floor plan.

2.21 E000 REPLACE:

Sheet E000 – SYMBOL LIST, LUMINAIRE SCHEDULE AND

GENERAL NOTES - ELECTRICAL

Deleting TS – fire alarm tamper switch and FS – fire alarm flow switch

2.22 E003 REPLACE:

Sheet E003 – FIRST FLOOR PLAN – POWER & SYSTEMS.

Added fire alarm candela values, flow and tamper switch locations, revised circuiting homeruns, and corrected mechanical equipment locations.

2.23 E004.1 REPLACE:

Sheet E004.1 – SECOND FLOOR PLAN - POWER, SYSTEMS &

LIGHTING - ALTERNATE 1

Adding EF-102 in Mechanical J-223, revising symbology FS to SFS and TS to PSS.

2.24 E600 REPLACE:

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 6 of 8

Sheet E600 – ONE LINE DIAGRAM & SCHEDULES - ELECTRICAL

Revising circuit breaker sizes for VRF-1 through VRF-8 and EUH-101.

3.0 - SKETCHES

Item Sketch No. Description of Change

3.1 A101 REPLACE:

Portion of 1/A101 FIRST FLOOR REFLECTED CEILING PLAN

WITH:

Attached ASK-004 FIRST FLOOR REFLECTED CEILING PLAN

3.2 A601 REPLACE:

Portion of 1/A601 STOREFRONT TYPES

WITH:

Attached ASK-005 STOREFRONT TYPES

3.3 A001 REPLACE:

Portion of Detail 1/A001 FIRST FLOOR PLAN

WITH:

Attached ASK-006 FIRST FLOOR PLAN

3.4 A400 REPLACE:

Portion of Detail 8/A400 TYPICAL FIXTURE MOUNTING HEIGHTS

WITH:

Attached ASK-007 TYPICAL FIXTURE MOUNTING HEIGHTS

3.5 A002 REPLACE:

Portion of Detail 1/A002 SECOND FLOOR PLAN

WITH:

Attached ASK-008 SECOND FLOOR PLAN

3.6 A201 REPLACE:

Portion of Detail 4/A201 NORTH EXTERIOR ELEVATION AND

BUILDING SECTION

WITH:

Attached ASK-009 NORTH EXTERIOR ELEVATION AND BUILDING Section

3.7 A201 REPLACE:

Portion of Detail 3/A201 SOUTH EXTERIOR ELEVATION

WITH:

Attached ASK-010 SOUTH EXTERIOR ELEVATION

3.8 A400 REPLACE:

Portion of Detail 2/A400 ENLARGED TOILET ROOM PLAN

WITH:

Attached ASK-011 ENLARGED TOILET ROOM PLAN

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 7 of 8 #15-24-001 Young + Wright Architects

3.9 A451 REPLACE:

Detail 8/A451 STAIR DETAIL

WITH:

Attached ASK-012 STAIR DETAIL

3.10 C121

REPLACE:

Portion of Detail 1/C121 CIVIL UTILITY PLAN

WITH:

Attached SK-02 ADDENDUM 2

4.0 – QUESTIONS AND ANSWERS

The following questions and answers are provided as a matter of information to clarify issues raised about the Contract Documents. To the extent that changes to the Contract Documents are required based on the questions received, the Contract Documents have been modified as noted above in the Specifications and Drawings sections of this Addendum.

4.1 QUESTION: It appears there are some unidentified structural members (horizontal beams?) on drawings: S101 ( CL C at line 4), S102 (CL C), S102.1 (CLs C and A between CLs 3 and 6). Please provide steel member sizes

ANSWER: Refer to revised structural drawings attached.

4.2 QUESTION: RFI#001: We are requesting an extension of the bid due date to September 25, 2026, to maximize MWBE outreach and support our efforts to meet the project goals. Please advise if this extension can be accommodated.

ANSWER: The bid due date has been extended to Friday, September 25th at 2:00PM

EST.

4.3 QUESTION: Drawing C-111 – Note #2 – shows a new exterior sign and refers us to the architectural drawings for details. There is no exterior type sign shown on the architectural drawings. Is an exterior sign needed and if so can details be provided.

ANSWER: Signage located at civil drawings for general location and site preparation.

Refer to E001 for additional information.

4.4 QUESTION: Drawing A001.1 – This drawing shows dotted lines under certain walls for the alternate. Are these lines for haunch concrete under those walls and if so, can a detail be provided?

ANSWER: Dashed lines are used to highlight alternate #1 scope of work in relation to partition type revisions.

4.5 QUESTION: Do you have a budget cost for the project, need a number for the bonding company.

ANSWER: Anticipated total project budget (including design, construction & FFE) is $4M.

4.6 QUESTION: Are there any liquidated damages on the project and if so, how much per day/week?

Community Outreach and Engagement Center – Phase II (RFP #27-20) Page 8 of 8

ANSWER: Liquidated damages are not contemplated on this project.

Contractor shall be obligated to pay RPCI actual damages, as required in General Conditions 007213.

4.7 QUESTION: What is the payment retention for the project?

ANSWER: Please refer to Item 27.3 in the General Conditions 007213.

RPCI shall retain five (5) percent of the amount of each progress payment in accordance with Section 139 f of the State Finance Law.

If the Contract Documents for this Contract do not include Performance and Payment Bonds, RPCI shall retain ten percent of the amount of each progress payment in accordance with Section 139 f of the State Finance Law.

5.0 – INFORMATION

The following information is provided to all bidders and plan holders and will modify and become a part of the Contract Documents.

Item Description N/A N/A

END OF ADDENDUM

30 SF

RISER

ROOM

J-217

8' - 0"

ACT-1

6.1

7.1

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-004

FIRST FLOOR REFLECTED CEILING PLAN

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 1/A101

PHASE 2

SCALE: 1/4" = 1'-0"1 FIRST FLOOR REFLECTED CEILING PLAN

bhuang Rectangle bhuang Rectangle

2" 5'

2"

2"

2" 1' - 4" 2"

1' - 8" R.O.

5'

6" R

.O

B

H1

J1

S1

IGL-2

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-005

STOREFRONT TYPES

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 1/A601

PHASE 2

SCALE: 1/4" = 1'-0"1 STOREFRONT TYPES

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-006

FIRST FLOOR PLAN

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 1/A001

PHASE 2

SCALE: 1/4" = 1'-0"1 FIRST FLOOR PLAN

8A

ADA TILTED

MIRROR

M

AX

3'

4"

3' - 4"

1'

8"

1' - 0" 3' - 6"

1'

6" T

YP

TYPICAL TOILET

SIDE ELEVATION

3'

5"

REFER TO

PLUMBING

8"

" M

AX

REFER TO PLUMBING

TYPICAL ADA DRINKING

FOUNTAIN FRONT ELEVATION

(OPTIONAL BOTTLE FILL)

2' - 0"

GRAB BARS

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-007

TYPICAL FIXTURE MOUNTING HEIGHTS

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 8/A400

SCALE: 1/2" = 1'-0"8 TYPICAL FIXTURE MOUNTING HEIGHTS

DNJ-222

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-008

SECOND FLOOR PLAN

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 1/A002

SCALE: 1/4" = 1'-0"1 SECOND FLOOR PLAN

A201

(TYP.)

EXHAUST VENT

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-009

NORTH EXTERIOR ELEVATION AND BUILDING SECTION

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 4/A201

SCALE: 1/8" = 1'-0"4 NORTH EXTERIOR ELEVATION AND BUILDING SECTION

EXHAUST VENT

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-010

SOUTH EXTERIOR ELEVATION

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 3/A201

PHASE 2

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

SOUTH EXTERIOR ELEVATION3

A400 3

4 4"

1'

4"

1'

4"

A4003

O pp

11 11

2' - 1"

2'

6"

2' - 1"

2'

6"

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-011

ENLARGED TOILET ROOM PLAN

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 2/A400

PHASE 2

SCALE: 1/4" = 1'-0"2 ENLARGED TOILET ROOM PLAN

TREAD

11"

M

AX

7"

3/4" HARDWOOD SHOE MOLDING

2X HARDWOOD TREADS

WALL STRINGER

1X HARDWOOD RISERS

"U" STAIR STRINGER HANGER

2X12 STRINGER, TYP. OF (3)

BLOCKING AS REQUIRED

COLD FORMED JOISTS;

SEE STRUCTURAL

CONCRETE SLAB OVER

METAL FORM DECK;

REFER TO STRUCTURAL

METAL TRACK; SEE

STRUCTURAL

ISSUE DATE:

PROJECT NO.:

REF. DWG:

REF. DOC:

ASK-012

STAIR DETAIL

ROSWELL 907 COMMUNITY OUTREACH AND ENGAGEMENT CENTER

09/03/2026

25103 8/A451

PHASE 2

SCALE: 1 1/2" = 1'-0"8 STAIR DETAIL

638.00

636.00

635.00 636.00

637.00

638.00

638.00

637.50

637.50

635.00

634.00 633.50

635.50

636.50

636.50

635.00

634.50

636.00 635.50

638.00

MICHIGAN AVENUE (66.0')

C

O N

C . W

AL

K

C O

N C

. W

AL

K

COVERED

WD. PO.

8.

0'

6.2'

6.

6'

COVERED

CONC. PO.

CONC.

UTILITY PAD

14.7'

7.

2'

1 STY. W.F.

BUILDING #907

C O

N C

. P

AD

H

YD

W

V

C O

GRASS

G R

AS

S

LANDSCAPING

C O

638.0

636.5

636.0

635.5

634.5

634.0

633.5

637.5

637.5

637.0

637.5

PP

PP OEOEOEOEOE

W V

(U N

AB

LE

T O

O

PE

N

SMH

RIM:634.33

(UNABLE TO OPEN)

SASASA

ST

LA

N

D

SC

AP

IN

G

PLPL

637.0

636.0

635.0

634.5

635.5

636.5

637.5

EX

. I

P.

1.

' E

635.0

N . I

N V.

;6

.7

(1 2"

C

LA

Y)

S.

IN

V.

;6

.6

(1

2" C

LA

Y)

CONC. CURB

SMH

RIM:634.17

N. INV.;626.92 (12" CLAY)

S. INV.;626.92 (12" CLAY)

YD

R

IM

;6

.1

S.

IN

V.

;6

.7

(8

" P

VC

E.

IN

V.

;6

.6

(8

" P

VC

) YD

R

IM

:6

.5

N . I

N V.

;6

.1

(8 " P

VC

S.

IN

V.

;6

.9

(8

" P

VC

CH. LINK FNC.

BENCHMARK: "X" MARK ON

BONNET BOLT ON HYDRANT

ELEV:637.45EXIST. WATER MAIN

APPROX. LOCATION, NFV

637.0

637.5

633.0

ST

ST ST

917 MICHIGAN

AVE.

PL

P L P L

PL PL

ST ST ST

EXIST. 30" RCP STORM SEWER, FROM RECORD

DRAWINGS, NFV

EXIST. 12" CLAY SAN.

SEWER

EXIST. WALL

MOUNTED

ELECTRIC METERS

(4)EXIST. 6" SMT

STORM FOR

DOWNSPOUTS

(BASED ON

RECORD

DRAWINGS ONLY,

NFV)

5.00' MIN. (TYP.)

BIOSWALE,

REFER TO C-111

NEW CATCH BASIN 24"X24", CB-1

RIM: 634.00

E. 6" IN INV. 630.00

W. 6" OUT INV. 629.98

MIN. INV. AT BLDG TO

MAINTAIN 1.0% SLOPE:

6" INV. 630.10

EXIST. 4" WATER

ELEV. AT BLDG:

629.66 +/-

(FROM RECORD DRAWINGS, NFV)

+/-12 LF 6" SICPP

@1.0 % MIN.

35 LF 6" SICPP

@ 1.0% MIN.

70 LF 4" PVC

(SDR-35)

@2.0% SLOPE MIN.

8 LF 4" PVC

(SDR-35) @2.0% SLOPE MIN.

MIN. INV. AT BUILDING TO

MAINTAIN 2.0% SLOPE:

4" INV. 631.93

6" SICPP

OUTLET INV.

634.00

30 LF 36" SICPP

@3.73 %

36" SICPP

INV. 632.65

SAN. C.O

CONNECT TO

EXIST. STORM,

6" INV.

635.62+/-

STORM

C.O

8"x4" TAPPING SLEEVE AND

VALVE

+/- 87 LF 4" DI FIRE

PROTECTION LINE

1.5' MIN. VERTICAL

SEPARATION BETWEEN

WATER AND SANITARY

4" GATE

VALVE

6" INV. 627.20

EXIST. 30" INV.

626.08 +/-

CONTRACTOR TO LOCATE

AND PROTECT EXISTING

UTILITIES AT BUILDING

CORNER

4" INV. AT

SAN CONNECTION:

630.55

7 LF 6" SICPP

@ 1.0% MIN.

STORM C.O

36" SICPP INV. AT

WATER CROSSING:

632.71

86 LF 36" SICPP

@0.09% MIN.

NEW CATCH BASIN 48"X48", CB-2

RIM: 635.50

N. 36" IN INV. 631.53

S. 6" OUT INV. 634.03

6" SICPP

INV.

635.75

STORM C.O

3 LF 6" SICPP

@1.0%

36" SICPP INV.

632.73

STORM C.O

4" DIA 45 DEGREE BENDS

36" SICPP INV. AT SAN

CROSSING: 632.71

SK-02

ADDENDUM 2

ROSWELL 907

COMMUNITY OUTREACH AND

ENGAGEMENT CENTER-PHASE 2

09/04/2026ISSUE DATE:

25103PROJECT NO.:

REF. DWG:

REF. DOC:

C-121

ROSWELL COMMUNITY OUTREACH

AND ENGAGEMENT CENTER

907 MICHIGAN AVE

BUFFALO NY, 14203

SCALE: 1" = 20'1 CIVIL UTILITY PLAN

AutoCAD SHX Text

FFE:638.08

AutoCAD SHX Text

FFE:638.04

AutoCAD SHX Text

FFE:638.22

AutoCAD SHX Text

TC:633.15

AutoCAD SHX Text

BC:632.72

AutoCAD SHX Text

BC:633.42

AutoCAD SHX Text

TC:633.85

AutoCAD SHX Text

BC:634.05

AutoCAD SHX Text

TC:634.48

AutoCAD SHX Text

TC:635.23

AutoCAD SHX Text

BC:634.83

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

WV

AutoCAD SHX Text

SCALE: 1''= 20'-0"

AutoCAD SHX Text

AutoCAD SHX Text 20'

AutoCAD SHX Text 20'

AutoCAD SHX Text 10'

B-X

STRUCTURAL SYMBOLS LEGEND

SOIL BORING LOCATION & NUMBER

BOTTOM OF FOOTING ELEVATION

LATERAL FRAME MOMENT CONNECTION

GRAVITY MOMENT CONNECTION

ONE-WAY SPAN DIRECTION

TWO-WAY SPAN DIRECTION

STEP IN ELEVATION

RAMP DOWN

RAMP UP

STRUCTURAL SECTION

STRUCTURAL ELEVATION

DETAIL CALLOUT

A101

SIM

A101

SIM

A101

SIM

STRUCTURAL ABBREVIATIONS

ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION

ADJ ADJACENT

ADDL ADDITIONAL

ALT ALTERNATE

AB ANCHOR BOLT

BRG BEARING

ARCH ARCHITECT

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CONST JT CONSTRUCTION JOINT

CJ CONTROL JOINT

CU YD CUBIC YARD

DIA DIAMETER

DWG DRAWING

EL ELEVATION

EF EACH FACE

EQ EQUAL

EW EACH WAY

EOD EDGE OF DECK

EOS EDGE OF SLAB

EXIST EXISTING

EXP EXPANSION

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

HORIZ HORIZONTAL

GC GENERAL CONTRACTOR

HP HIGH POINT

HSS HOLLOW STRUCTURAL SECTION

JT JOINT

IF INSIDE FACE

L ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

FS FAR SIDE

MO MASONRY OPENING

MAX MAXIMUM

MIN MINIMUM

NTS NOT TO SCALE

NIC NOT IN CONTRACT

NS

OC ON CENTER

NEAR SIDE

OF OUTSIDE FACE

PL PLATE

R RADIUS

RD ROOF DRAIN

RO ROUGH OPENING

SIM SIMILAR

SOG SLAB ON GRADE

SYMM SYMMETRICAL

STD STANDARD

T&B TOP & BOTTOM

TRANS TRANSVERSE

TYP TYPICAL

VIF VERIFY IN FIELD

UNO UNLESS NOTED OTHERWISE

WP WORK POINT

VERT VERTICAL

WD WOOD

WWF WELDED WIRE FABRIC

TOS TOP OF STEEL

TOW TOP OF WALL

TOL TOP OF LEDGEFTG FOOTING

SC SLIP CRITICAL

LW LIGHT WEIGHT

P PIER (CONCRETE)

MP MASONRY PIER

DIM DIMENSION

ES EACH SIDE

STRUCTURAL DESIGN CRITERIA

NOTE: ALL LOADS SHALL BE DETERMINED IN ACCORDANCE WITH THE "2025 BUILDING CODE OF NEW YORK STATE"

FOR THE AREAS OF WORK SHOWN IN THESE DRAWINGS.

TYPE DESCRIPTION DESIGN CRITERIA

FLOOR LIVE LOAD

ROOF LIVE LOAD

SNOW LOAD

WIND LOAD

EARTHQUAKE

LOAD

OFFICES

ASSEMBLY / CORRIDORS

ROOF CONSTRUCTION LOAD

RISK CATEGORY

GROUND SNOW LOAD

SNOW EXPOSURE FACTOR

THERMAL FACTOR (GABLE / FLAT)

FLAT ROOF SNOW LOAD

DRIFTING SNOW (ON FLAT ROOF FROM GABLE ROOFS)

RISK CATEGORY

BASIC WIND SPEED (3-SECOND GUST)

WIND EXPOSURE CATEGORY

MAXIMUM WIND PRESSURE

RISK CATEGORY / IMPORTANCE FACTOR

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER (S1)

DESIGN SPECTRAL RESPONSE COEFFICIENT (Sd1)

SOIL SITE CLASSIFICATION

SEISMIC DESIGN CATEGORY

BASIC SEISMIC - FORCE RESISTING SYSTEM

RESPONSE MODIFICATION FACTOR (R)

ANALYSIS PROCEDURE

DESIGN SEISMIC BASE SHEAR

50 PSF + 15 PSF

100 PSF

20 PSF

II

80 PSF

1.0

1.18 / 1.10

61.6 PSF

52 PSF

W = 8.60 FT

II

109 MPH

B

18.9 PSF

II / 1.0

0.040 g

0.057 g

D

A

TABLE 12.2-1 (TYPE A17)

6.5

EQUIV. LATERAL FORCE

3.63 KIPS

(MWFRS)

INTERNAL PRESSURE COEFFICIENT +/- 0.18

DESIGN SPECTRAL RESPONSE COEFFICIENT (Sds) 0.140 g

MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER (Ss) 0.170 g

SEISMIC RESPONSE COEFFICIENT (Cs) 0.01

RAIN LOAD RAIN INTENSITY (i) 2.5 IN/HR

SOIL BEARING ALLOWABLE NET SOIL BEARING PRESSURE 2,000 PSF

SLOPE FACTOR (GABLE / FLAT) 0.70 / 1.0

50 PSFMECHANICAL

2.50 KIPS (ALT. #1)

FLOOR DEAD LOAD

45 PSFSECOND FLOOR

ROOF DEAD LOAD 20 PSF

15 PSF (ALT. #1)ATTIC SPACE (ALT. #1)

FLAT / GABLE ROOF

SLIDING SNOW (ON FLAT ROOF FROM GABLE ROOFS)

24 PSF

W = 15 FT

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

Copyright 2025, Young Architectural, LLC

It is a violation of Title VIII, Article 147 of NYS Education Law for any person, unless acting under direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to affix his or her seal and the notation

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

MEP ENGINEER

CIVIL ENGINEER

ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

ADDITIONAL BUILDINGS:

SIRACUSE ENGINEERS PC

716.852.1894 EXT. 116

ME ENGINEERING

716.845.5092

WATTS ARCHITECTS & ENGINEERS

716.206.5100

PHASE 2

907 MICHIGAN AVE

BUFFALO, NY 14203

25103

ROSWELL COMMUNITY OUTREACH AND

ENGAGEMENT CENTER

S001

SYMBOLS,

ABBREVIATIONS,

GENERAL NOTES &

DESIGN CRITERIA

ER

8/10/2026

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

GENERAL NOTES

1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE

STRUCTURAL REQUIREMENTS OF THE "2025 BUILDING CODE OF NEW YORK STATE."

2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE LOADS INDICATED IN THE

STRUCTURAL DESIGN CRITERIA.

3 CONTRACTOR SHALL FIELD MEASURE AND VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO THE START OF CONSTRUCTION AND THE FABRICATION OF ANY MATERIALS. NOTIFY

ENGINEER OF ANY EXISTING CONDITION DISCREPANCIES.

4 THIS STRUCTURE HAS BEEN DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE

CONSTRUCTION OF THE BUILDING HAS BEEN COMPLETED. THE STABILITY OF THE STRUCTURE

PRIOR TO COMPLETION IS SOLEY THE RESPONSIBILITY OF THE CONTRACTOR. THIS RESPONSIBILITY

EXTENDS TO ALL RELATED ASPECTS OF THE CONSTRUCTION ACTIVITY INCLUDING, BUT NOT

LIMITED TO, ERECTION METHODS, ERECTION SEQUENCE, TEMPORARY BRACING, SHORING, FORMS, USE OF EQUIPMENT AND SIMILAR CONSTRUCTION PROCEDURES. LACK OF COMMENT ON THE PART OF THE ENGINEER WITH REGARD TO CONSTRUCTION PROCEDURES IS NOT TO BE INTERPRETED AS

APPROVAL OF THOSE PROCEDURES.

5 THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING, PROVIDING AND INSTALLING ALL TEMPORARY

SHORING THAT IS REQUIRED DURING CONSTRUCTION.

6 JOB SITE SAFETY AND CONSTRUCTION MEANS AND METHODS ARE SOLEY THE RESPONSIBILITY OF THE CONTRACTOR. REVIEW OF THE CONSTRUCTION BY THE ENGINEER IS FOR CONFORMANCE WITH

THE DESIGN ASPECTS ONLY, NOT TO REVIEW THE CONTRACTOR'S PROVISIONS FOR JOB SITE

SAFETY AND CONSTRUCTION PROCEDURES. LACK OF COMMENT BY THE ENGINEER IS NOT TO BE

INTERPRETED AS APPROVAL.

7 LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO REQUIREMENTS OF OTHER

NON-STRUCTURAL DISCIPLINES ARE SHOWN FOR REFERENCE ONLY. THESE PLANS DO NOT SHOW

THE FULL SCOPE OF OPENINGS IN ROOFS, FLOORS AND WALLS. FOR SIZE AND LOCATION OF ALL OPENINGS SEE ARCHITECTURAL AND MEP DRAWINGS. THE CONTRACTOR SHALL OBTAIN FROM THE MEP AND OTHER TRADES 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 ON STRUCTURAL DRAWINGS. EXCESS COST RELATED TO VARIATION IN REQUIREMENTS OR EQUIPMENT

ARE NOT TO BE BORNE BY THE OWNER.

8 IF FAULTY CONSTRUCTION PROCEDURES OR MATERIAL RESULT IN DEFECTIVE WORK THAT

REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURES, PROFESSIONAL

FEES MAY BE CHARGED TO THE CONTRACTOR AT THE STANDARD HOURLY RATE OF ADDITIONAL

SERVICES. SUCH FEES MY BE WITHHELD FROM THE GENERAL CONTRACTOR'S PAYMENT.

9 ONE BLACKLINE PRINT OF ALL ERECTION AND DETAIL SHOP DRAWINGS INDICATING THE

FABRICATOR, MANUFACTURER, FINISH, LAYOUT AND ALL ACCESSORIES MUST BE SUBMITTED TO AND BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR THE CHECKER'S INITIALS

BEFORE SUBMISSION TO THE ARCHITECT FOR REVIEW PRIOR TO FABRICATION.

10 THESE DRAWINGS ARE SUPPLEMENTED BY A DETAILED TECHNICAL SPECIFICATION. THE NOTES

SHOWN UNDER CERTAIN CATEGORIES OF WORK ARE INTENDED TO SUMMARIZE BASIC

REQUIREMENTS.

11 WORK SHOWN AS "TYPICAL DETAILS" APPLY THROUGHOUT THE PROJECT AS REQUIRED. WORK SHOWN AS "SECTIONS" SHALL BE CONSIDERED TO APPLY FOR THE SAME AND SIMILAR CONDITIONS

IN THE BUILDING.

12 SOME DETAILS OF THE WORK ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. CAREFUL REVIEW

AND STUDY OF THE DETAILS ARE NECESSARY BEFORE THE FULL SCOPE OF THE WORK CAN BE

COMPREHENDED.

13 DO NOT SCALE THE DRAWINGS.

FOUNDATION NOTES

1 REFER TO DIVISION 31 OF THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS OF

EARTHWORK MATERIAL AND BACKFILLING.

2 REFER TO THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED FOUNDATION

TESTING AND INSPECTIONS.

3 FOUNDATIONS HAVE BEEN DESIGNED BASED ON THE GEOTECHNICAL REQUIREMENTS STATED IN

THE PROJECT GEOTECHNICAL REPORT. SEE PROJECT SPECIFICATIONS FOR REPORT.

4 ALL FOUNDATIONS SHALL BEAR ON INORGANIC, UNDISTURBED SOILS AS DESCRIBED IN THE

PROJECT GEOTECHNICAL REPORT OR ON COMPACTED STRUCTURAL FILL. ACCEPTABLE BEARING

STRATA IS ANTICIPATED AT THE BOTTOM OF FOOTING ELEVATIONS NOTED ON PLAN AND SHALL BE

INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.

5 DO NOT PLACE CONCRETE ON FROZEN GROUND OR IN EXCAVATIONS CONTAINING FREE STANDING

WATER. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL BEARING GRADES AND

SURROUNDING SOILS PRIOR TO AND AFTER FOUNDATIONS HAVE BEEN POURED.

6 BACKFILL FOUNDATION WALLS IN SUCH A MANNER TO MAINTAIN EQUAL LEVELS OF FILL ON EACH

SIDE OF WALL. FILL LEVELS MAY VARY UP TO 1'-0" ON EITHER SIDE AT ANY ONE TIME.

7 CONCRETE SLABS AT THE TOP AND BOTTOM OF BASEMENT WALLS ARE ASSUMED TO BRACE THE WALLS. DO NOT BACKFILL BASEMENT WALLS UNTIL THESE SLABS HAVE BEEN POURED AND ACHIEVE

THEIR SPECIFIED 28-DAY COMPRESSIVE STRENGTH.

8 LOCATE EXISTING UNDERGROUND UTILITIES IN AREAS OF EXCAVATION WORK. PROVIDE ADEQUATE

MEANS OF SUPPORT AND PROTECTION DURING EARTHWORK OPERATIONS.

9 WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUB-SURFACE PIPING, BOTTOM OF FOOTINGS SHALL BE AT LEAST 8-INCHES BELOW ELEVATION OF PIPING UNLESS OTHERWISE SHOWN ON THE

CONTRACT DRAWINGS.

10 COMPLY WITH ALL OSHA STANDARDS AND REGULATIONS WHEN EXCAVATING FOR FOUNDATIONS.

CONCRETE NOTES

1 REFER TO DIVISION 03 OF THE PROJECT SPECIFICATIONS FOR ADDITONAL CONCRETE

REQUIREMENTS.

2 REFER TO THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED CONCRETE

TESTING AND INSPECTIONS.

3 ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 301

- "SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS".

4 ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS, UNLESS NOTED OTHERWISE, MUST FOLLOW THE LATEST EDITION OF THE ACI CODE AND ACI "MANUAL OF STANDARD PRATICE

FOR DETAILING REINFORCED CONCRETE STRUCTURES.

5 "WET STICKING" DOWELS AND REINFORCING INTO CONCRETE IS NOT PERMITTED. ALL DOWELS, REINFORCING AND WELDED WIRE FABRIC MUST BE SUPPORTED AND TIED IN ITS PROPER LOCATION

PRIOR TO POURING CONCRETE.

6 REFER TO CHAPTER 20 OF THE LATEST EDITION OF ACI 318 FOR MINIMUM CONCRETE COVER

REQUIREMENTS.

7 NO ADMIXTURES ARE PERMITTED WITHOUT THE ENGINEERS WRITTEN PERMISSION OTHER THAN

ENTRAINED AIR.

8 DO NOT USE CALCIUM CHLORIDE IN ANY CONCRETE.

9 REFER TO AND COORDINATE WITH ARCHITECTURAL AND MEP DRAWINGS FOR ALL ITEMS REQUIRED

BY OTHER TRADES TO BE PLACED INTO CONCRETE PRIOR TO POURING.

10 REFER TO AND COORDINATE WITH ARCHITECTURAL AND MEP DRAWINGS FOR ALL SLAB

DEPRESSIONS, WALL AND SLAB OPENINGS AND FLOOR FINISHES PRIOR TO POURING CONCRETE.

11 PLACE CONCRETE PIERS AND WALLS MONOLITHICALLY WITH WALL REINFORCING EXTENDING

THROUGH PIER.

12 DEFLECTION OF STEEL FRAMED FLOORS WILL OCCUR DURING PLACEMENT OF CONCRETE FLOOR SLABS. PROVIDE ADDITIONAL CONCRETE AS REQUIRED TO FINISH SLABS WITHIN THE SPECIFIED TOLERANCES SET FORTH IN THE PROJECT SPECIFICATIONS. ALLOW FOR AN AVERAGE OF 1/2-INCH

OF ADDTIONAL CONCRETE AT EACH FLOOR SLAB POUR.

13 SAW CUT CONTROL JOINTS FOR SLABS ON GRADE WHEN CUTTING ACTION WILL NOT TEAR, ABRADE

OR OTHERWISE DAMAGE THE SURFACE OF THE CONCRETE WITH AN EARLY-ENTRY DRY-CUT SAW

EQUIPPED WITH DIAMOND-RIMMED BLADES. START CUTTING WITHIN 4-HOURS OF FINISHING

CONCRETE AND COMPLETE CUTTING WITHIN 12-HOURS OF FINISHING CONCRETE. JOINTS SHALL BE

CUT IN PATTERN SHOWN ON PLAN.

14 A REPRESENTATIVE FROM THE FIBER REINFORCING MANUFACTURER SHALL BE PRESENT AT THE

PRE-POUR MEETING TO ADVISE ON PLACING AND FINISHING TECHNIQUES OF CONCRETE

CONTAINING FIBER REINFORCING.

STRUCTURAL STEEL NOTES

1 REFER TO DIVISION 05 OF THE PROJECT SPECIFICATIONS FOR ADDTIONAL STRUCTURAL STEEL

REQUIREMENTS.

2 REFER TO THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED STRUCTURAL

STEEL TESTING AND INSPECTIONS.

3 DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE LATEST

EDITION OF THE AISC 360 - "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS".

4 ALL WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY'S AWS D1.1 - "STRUCTURAL WELDING CODE-STEEL" FOR ARC AND GAS WELDING. WELDS SHALL BE PERFORMED BY A CERTIFIED

WELDER IN ACCORDANCE WITH AWS STANDARDS.

5 WHERE SLOTTED HOLE CONNECTIONS ARE SHOWN TO ALLOW FOR PERMANENT DIFFERENTIAL

MOVEMENT BETWEEN TWO MEMBERS, NUTS SHALL BE FASTENED SNUG TIGHT THEN UNTIGHTENED

BY ONE-HALF TURN. PEEN THREADS TO PREVENT FURTHER LOOSENING OF THE NUT. THIS IS NOT REQUIRED AT SLOTTED HOLE CONNECTIONS THAT ARE TO BE FIELD WELDED AFTER ADJUSTMENT.

6 PROVIDE NUMBER OF BOLTS REQUIRED TO SATISFY LOAD REQUIREMENTS SET FORTH IN THE

PROJECT SPECIFICATIONS WITH A MINIMUM OF 2-BOLTS AT EACH CONNECTION UNLESS SHOWN

OTHERWISE ON THE CONTRACT DRAWINGS.

7 REFER TO ARCHITECTURAL DRAWINGS FOR STRUCTURAL STEEL FIRE RATINGS AND PROTECTION.

COORDINATE STRUCTURAL STEEL SURFACE PREPARATION AND PRIMER WITH FIRE RATING

REQUIREMENTS.

8 DO NOT FIELD ALTER OR FIELD CUT OPENINGS IN STRUCTUAL STEEL WITHOUT WRITTEN APPROVAL

FROM ENGINEER. ALL OPENINGS IN STRUCTURAL STEEL MUST BE INDICATED ON STEEL SHOP

DRAWINGS PRIOR TO FABRICATION.

9 PACK COLUMN AND BEAM BASE PLATES WITH NON-SHRINK GROUT AFTER BUILDING HAS BEEN

ERECTED AND PLUMBED TO WITHIN AISC TOLERENCES AND BEFORE POURING OF ANY CONCRETE

FLOORS.

10 COMPLY WITH ALL OSHA STANDARDS AND REGULATIONS WHEN ERECTING STRUCTURAL STEEL.

11 BEAMS SHALL BE EQUALLY SPACED BETWEEN GRID LINES UNLESS NOTED OTHERWISE ON FRAMING

PLANS.

STEEL DECK NOTES

1 REFER TO DIVISION 05 OF THE PROJECT SPECIFICATIONS FOR ADDITIONAL STEEL DECK

REQUIREMENTS.

2 REFER TO THE PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED STEEL DECK

TESTING AND INSPECTIONS.

3 STEEL DECK SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST

EDITION OF THE STEEL DECK INSTITUTE SPECIFICAITON.

4 SUPPLY STEEL DECK IN MINIMUM LENGTHS AS REQUIRED TO PROVIDE A 3-SPAN CONDITION.

5 SUPPLY STEEL DECK WITH END CLOSURES, ROOF SUMPS, CLOSURES AT PENETRATIONS AND ALL

OTHER ACCESSORIES NECESSARY TO COMPLETE INSTALLATION.

6 POINT LOADS THAT EXCEED 50 POUNDS SHALL NOT BE SUPPORTED DIRECTLY ON OR HUNG

DIRECTLY FROM STEEL ROOF DECK. SUPPORT ALL DUCTWORK, PIPING AND OTHER MEP AND

ARCHITECTURAL ITEMS DIRECTLY FROM STRUCTURAL STEEL OR SUPPLEMENTAL STEEL FRAMING

AS REQUIRED. HANGING LOADS LESS THAN 50 POUNDS SHALL BE SPACED A MINIMUM OF 36-INCHES

APART AND CONNECTED USING AN APPROPRIATE ANCHORING SYSTEM.

7 TOTAL AMOUNT OF LOADS HUNG FROM COMPOSITE METAL DECK FLOOR SLABS SHALL NOT EXCEED 400 POUNDS IN ANY 48-INCH WIDTH OF SLAB. SUPPORT LOADS EXCEEDING THIS AMOUNT DIRECTLY

FROM STRUCTURAL STEEL OR SUPPLEMENTAL STEEL FRAMING.

8 COMPLY WITH ALL OSHA STANDARDS AND REGULATIONS WHEN ERECTING STEEL DECK.

SPECIAL INSPECTION NOTES

1 REFER TO DIVISION 01 OF THE PROJECT SPECIFICATIONS FOR THE SCHEDULE OF SPECIAL INSPECTIONS

AND ADDITIONAL SPECIAL INSPECTIONS REQUIREMENTS.

2 MATERIAL SPECIFICATION SECTIONS, THE SCHEDULE OF SPECIAL INSPECTIONS AND ALL ASSOCIATED

NOTES DESCRIBE THE STRUCTURAL TESTING AND INSPECTIONS REQUIRED FOR THE PROJECT.

COLLECTIVELY THEY SHALL BE CONSIDERED THE STATEMENT OF SPECIAL INSPECTIONS.

3 THE OWNER SHALL ENGAGE THE SERVICES OF A QUALIFIED SPECIAL INSPECTOR FOR THIS PROJECT.

SIRACUSE ENGINEERS, PC IS NOT THE SPECIAL INSPECTOR FOR THIS PROJECT UNLESS ENGAGED BY

THE OWNER UNDER A SEPARATE CONTRACT.

4 THE CONTRACTOR SHALL HOLD A PRE-CONSTRUCTION MEETING PRIOR TO THE START OF

CONSTRUCTION TO DISCUSS THE REQUIRED TESTING AND INSPECTION PROCEDURES FOR THIS

PROJECT. THE MEETING SHALL ALSO DISCUSS NOTIFICATION AND REPORTING PROCEDURES.

5 THE CONTRACTOR SHALL NOTIFY THE SPECIAL INSPECTOR AND TESTING AGENCY AT LEAST 24 HOURS IN ADVANCE OF A REQUIRED INSPECTION OR TEST. UN-INSPECTED WORK THAT REQUIRES INSPECTION OR

TESTING MAY BE REJECTED SOLELY ON THAT BASIS.

6 THE SPECIAL INSPECTOR AND/OR TESTING AGENCY SHALL IMMEDIATELY NOTIFY THE CONTRACTOR OF DEFICIENT WORK THAT REQUIRES CORRECTIVE ACTION. INSPECTION REPORTS FOR THIS WORK SHALL NOTE WHEN AND HOW THE DEFICIENT WORK WAS CORRECTED. WORK IMMEDIATELY CORRECTED WITH SPECIAL INSPECTOR OR TESTING AGENCY PRESENT AND RE-INSPECTED OR TESTED NEED NOT BE

IDENTIFIED AS NON-CONFORMING WORK.

7 DEFICIENT WORK, NOT IMMEDIATELY CORRECTED WHILE SPECIAL INSPECTOR OR TESTING AGENCY ARE ON SITE, SHALL BE REPORTED TO THE ENGINEER OF RECORD AND CODE ENFORCEMENT OFFICIAL

WITHIN 24 HOURS. A REPORT OF NON-CONFORMANCE SHALL BE ISSUED FOR THIS WORK.

8 THE CONTRACTOR SHALL COOPERATE WITH THE SPECIAL INSPECTOR AND TESTING AGENCY INCLUDING SAFE ACCESS TO THE WORK AREAS SO THAT TESTING AND INSPECTIONS CAN BE PERFORMED IN A

TIMELY MANNER OR UNDUE DELAY TO THE PROJECT.

9 THE SPECIAL INSPECTIONS REQUIREMENTS OF THIS PROJECT IN NO WAY RELIEVE THE CONTRACTOR OF HIS/HER OBLIGATION TO PERFORM WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT

DOCUMENTS OR FROM IMPLEMENTING AN EFFECTIVE QUALITY CONTROL PROGRAM.

10 EACH TESTING AGENCY SHALL SUBMIT, STAMP AND SIGN AN AGENT'S FINAL REPORT TO THE SPECIAL INSPECTOR FOR ATTACHMENT TO THE SPECIAL INSPECTOR'S FINAL REPORT. THE FINAL REPORT SHALL BE STAMPED AND SIGNED BY THE SPECIAL INSPECTOR AND SUBMITTED TO THE CODE ENFORCEMENT

OFFICIAL AND OWNER PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY.

COPYRIGHT C 2026 SIRACUSE ENGINEERS, PC

ALL RIGHTS RESERVED. NO PART OF THIS

DRAWING MAY BE REPRODUCED OR COPIED IN

ANY FORM BY ANY MEANS WITHOUT THE WRITTEN

PERMISSION OF SIRACUSE ENGINEERS, PC

REPRODUCTION OF THIS DRAWING FOR USE IN

THE PRODUCTION OF SHOP DETAILS AND

ERECTION DRAWINGS IS EXPRESSLY FORBIDDEN.

WOOD NOTES

1 REFER TO DIVISION 06 OF THE PROJECT SPECIFICATION FOR ADDITIONAL WOOD REQUIREMENTS.

2 REFER TO PROJECT "STATEMENT OF SPECIAL INSPECTIONS" FOR REQUIRED WOOD INSPECTIONS.

3 ALL WOOD CONSTRUCTION SHALL CONFORM TO AWC NDS - NATIONAL DESIGN SPECIFICATION FOR

WOOD CONSTRUCTION AND ITS SUPPLEMENTS AND APA PANEL DESIGN SPECIFICATION.

4 STORAGE OF ALL LUMBER AND TIMBER ON SITE SHALL BE KEPT OFF GROUND, UNDER COVER AND

PROTECTED FROM DAMAGE.

5 ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM

STANDARDS OF THE INTERNATIONAL BUILDING CODE.

6 MINIMUM NUMBER AND SIZE OF FASTENERS CONNECTING WOOD MEMBERS SHALL CONFORM TO

TABLE 2304.10.1 IN THE INTERNATIONAL BUILDING CODE.

7 ALL NAILS FOR STRUCTURAL WORK SHALL BE COMMON WIRE NAILS. HOLES SHALL BE PRE-DRILLED

WHERE NECESSARY TO PREVENT SPLITTING.

8 ALL FLOOR AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO

THE SUPPORTS.

9 ALL SHEATHING PANELS SHALL BE INSTALLED WITH END JOINTS STAGGERED UNLESS NOTED

OTHERWISE ON THE DRAWINGS.

10 STRUCTURAL WOOD MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION

FROM THE ENGINEER OR AS INDICATED ON THE CONTRACT DRAWINGS.

11 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH CONCRETE

OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER, PRESERVATIVE PRESSURE

TREATED WOOD WITH A RETENTION APPROPRIATE FOR END USE.

1 9/4/2026 ADDENDUM 2

1' - 6" 1' - 0"

8"

CONC. WALL, SEE PLAN

(6) #8 VERT. BENT DOWELS

(3) #4 TIES @ 3 1/2" O.C.

AT TOP & 12" O.C. FOR

REMAINDER

TOP OF PIER,

SEE PLAN

1' - 0" 1' - 0"

CONC. WALL, SEE PLAN

(6) #8 VERT. BENT DOWELS

(3) #4 TIES @ 3 1/2" O.C.

AT TOP & 12" O.C. FOR

REMAINDER

TOP OF PIER,

SEE PLAN

10" 10"

(4) #8 VERT. BENT DOWELS

#4 TIES @ 3 1/2" O.C. AT

TOP & 12" O.C. FOR

REMAINDER

TOP OF PIER,

SEE PLAN

1' - 8"

CONC. WALL, SEE PLAN

(4) #8 VERT. BENT DOWELS

(3) #4 TIES @ 3 1/2" O.C.

AT TOP & 12" O.C. FOR

REMAINDER

TOP OF PIER,

SEE PLAN

6"

10"

8"

CONC. WALL, SEE PLAN

(6) #8 VERT. BENT DOWELS

#4 TIES @ 3 1/2" O.C. AT

TOP & 12" O.C. FOR

REMAINDER

TOP OF PIER,

SEE PLAN

CONC. WALL, SEE PLAN

(4) #8 VERT. BENT DOWELS

#4 TIES @ 3 1/2" O.C. AT

TOP & 12" O.C. FOR

REMAINDER

TOP OF PIER, SEE PLAN

EXIST. STONE WALL, V.I.F.1

10" 6"

8" 8"

EXIST. WOOD

FLOOR JOISTS

CONC. WALL, SEE PLAN

4"

#5 BENT DOWEL TOP &

BOTT. OF 10" TALL CURB

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

Copyright 2025, Young Architectural, LLC

It is a violation of Title VIII, Article 147 of NYS Education Law for any person, unless acting under direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to affix his or her seal and the notation

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

MEP ENGINEER

CIVIL ENGINEER

ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

ADDITIONAL BUILDINGS:

SIRACUSE ENGINEERS PC

716.852.1894 EXT. 116

ME ENGINEERING

716.845.5092

WATTS ARCHITECTS & ENGINEERS

716.206.5100

PHASE 2

907 MICHIGAN AVE

BUFFALO, NY 14203

25103

ROSWELL COMMUNITY OUTREACH AND

ENGAGEMENT CENTER

S003

CONCRETE PIER

DETAILS

ER

8/10/2026

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

COPYRIGHT C 2026 SIRACUSE ENGINEERS, PC

ALL RIGHTS RESERVED. NO PART OF THIS

DRAWING MAY BE REPRODUCED OR COPIED IN

ANY FORM BY ANY MEANS WITHOUT THE WRITTEN

PERMISSION OF SIRACUSE ENGINEERS, PC

REPRODUCTION OF THIS DRAWING FOR USE IN

THE PRODUCTION OF SHOP DETAILS AND

ERECTION DRAWINGS IS EXPRESSLY FORBIDDEN.

SCALE:

CONC. PIER DETAIL

1" = 1'-0" S003

P-1

SCALE:

CONC. PIER DETAIL

1" = 1'-0" S003

P-2

SCALE:

CONC. PIER DETAIL

1" = 1'-0" S003

P-3

SCALE:

CONC. PIER DETAIL

1" = 1'-0" S003

P-4

SCALE:

CONC. PIER DETAIL

1" = 1'-0" S003

P-5

SCALE:

CONC. PIER DETAIL

1" = 1'-0" S003

P-6

1 1

NOTES:

1.) TOP BARS ARE THOSE WHICH ARE ORIENTED HORIZONTALLY AND HAVE MORE THAN 12" OF CONCRETE BELOW THE BAR.

2.) EMBEDMENT AND LAP SPLICE LENGTHS SHOWN ARE APPLICABLE TO ASTM A615 GR. 60 REINFORCING BARS. FOR GR. 75 REINFORCING BARS, MULTIPLY

LENGTHS BY 1.25.

3.) TABULATED VALUES ARE BASED ON CONCRETE COVER CONTROLLING. FOR BARS WITH CENTER-TO-CENTER SPACING LESS THAN 1.0Db (BAR DIAMETER)

PLUS TWICE THE CONCRETE COVER, NOTIFY THE ENGINEER.

4.) WHERE CONCRETE DEPTH PRECLUDES FULL EMBEDMENT, PROVIDE 90 DEGREE HOOK.

5.) PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS DESCRIBED IN ACI 318, CHAPTER 7.

6.) TABULATED VALUES ARE BASED ON NORMAL WEIGHT AGGREGATE. FOR LIGHTWEIGHT AGGREGATE, MULTIPLY LENGTHS BY 1.33.

REINFORCING BAR EMBEDMENT / LAP SPLICE SCHEDULE

BAR SIZE

CONCRETE COVER < 1 1/2"

TOP BARS OTHER BARS

3,000 psi 4,000 psi 3,000 psi 4,000 psi 3,000 psi 4,000 psi 3,000 psi 4,000 psi

#3

#4

#5

#6

#7

#8

13"

22"

32"

43"

69"

86"

CONCRETE COVER > 1 1/2"

TOP BARS OTHER BARS

EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP EMBED. LAP

17"

28"

41"

56"

90"

111"

12"

17"

24"

33"

53"

66"

13"

22"

32"

43"

69"

86"

12"

19"

28"

37"

60"

74"

15"

24"

36"

48"

78"

96"

12"

15"

21"

29"

46"

57"

12"

19"

28"

37"

60"

64"

13"

17"

22"

26"

43"

54"

17"

23"

28"

34"

55"

70"

12"

13"

17"

20"

33"

41"

13"

17"

22"

26"

43"

54"

12"

15"

19"

22"

37"

47"

15"

20"

24"

29"

48"

60"

12"

12"

15"

17"

28"

36"

12"

15"

19"

22"

37"

47"

#9

#10

104"

125"

135"

162"

80"

96"

104"

125"

90"

108"

117"

140"

69"

83"

90"

108"

66"

81"

86"

105"

51"

62"

66"

81"

57"

70"

74"

91"

44"

54"

57"

70"

CONCRETE SLAB,

SEE PLAN

15 MIL CLASS A STEGO WRAP

VAPOR BARRIER OR APPROVED

EQUIVALENT

FULLY COMPACTED SUITABLE

GRANULAR FILL WHERE REQUIRED.

FILL SHALL BE WELL GRADED FROM

COURSE TO FINE & CLASSIFIED AS GW,

GP, GM, SW, SP & SM SOILS USING THE

USC SYSTEM (ASTM D-2487)

PROOF-ROLLED EXIST. GRADE

STABILIZATION SEPARATION

GEOTEXTILE FABRIC

CUT LINE

12" MIN. COMPACTED

NYSDOT ITEM 304.12 -

TYPE 2 SUBBASE STONE

2' - 6" 2' - 0" 2' - 6"

"d

1/8"

APPLY SEALANT FLUSH WITH

TOP OF CONCRETE SLAB

PROVIDE 1" CLEAR COVER WHERE MESH IS

REQ'D, SEE PLAN. SET MESH ON BOLSTERS/

CHAIRS TO MAINTAIN POSITION

SAWCUT

CONCRETE SLAB, SEE PLAN

SEE TYPICAL SLAB

ON GRADE DETAIL

CONCRETE SLAB, SEE PLAN

PROVIDE 1" CLEAR COVER WHERE MESH IS

REQ'D, SEE PLAN. SET MESH ON BOLSTERS/

CHAIRS TO MAINTAIN POSITION

2x4 CONT.

KEYWAY

T O

T H

IC

K

E N

S L

A B

SEE TYPICAL SLAB ON

GRADE DETAIL.

CONTRACTION JOINT

CONSTRUCTION JOINT

/4 d

6" CONC. STRUCT. SLAB

W/ #5 @ 12" O.C. EA. WAY,

CENTERED

SLOPE 1/4" / FT.

CONCRETE SLAB, SEE PLAN

"d

SLAB DEPRESSION WHERE

INDICATED, SEE ARCH. DWGS.

FIN. FLOOR EL.,

SEE PLAN

SEE TYPICAL SLAB ON

GRADE DETAIL

#4 DWLS. @ 12" O.C.

FOR REINF. AND THICKNESS

FDN. WALL, SEE SECTIONS

NON-COMPACTED

FILL

1'-4" x 1'-0" CONT. CONC.

FOOTING, CENTER ON WALL

#4 DWLS. @ 12" O.C.

#4 DWLS. @ 12" o.c.

& (1) #6 TOP AND BOTT., CONT.

8" CONC. WALL W/ #5 @ 12" O.C., E.W.

SIDEWALK, SEE

CIVIL/SITE DWGS

PER LAP SPLICE SCHD.

EXTEND HORIZ.

REINFORCING

WATERSTOP REQ'D WHEN EXTERIOR

GRADE IS ABOVE FINISHED FLOOR

2 x 4 KEYWAY

WALL JOINT - VERIFY JOINT

LOCATIONS WITH THE

STRUCTURAL ENGINEER

C.J.

C .J

C.J.

C .J

ISOLATION JOINT

15# FELT BOND

BREAKER

CONTRACTION OR /

CONSTRUCTION JOINTS

ON COLUMN CENTERLINES

SEPARATE POUR

STEEL COLUMN,

SEE SCHEDULE

WALL REINF.,

SEE SECTIONS

CONC. FDN. WALL

CORNER BARS: SAME SIZE AND SPACING

AS WALL REINFORCING x 4'-0" LG. WHERE

NO REINF. EXISTS OTHER THAN (2) #6 TOP

AND BOTTOM, PROVIDE #6 BENT BARS AT

24" O.C. AND (3) #4 VERT. SPACER BARS

NOTE: REFER TO SECTIONS FOR REQUIRED REINFORCING

SIZE AND SPACINGS.

3' - 0" 1' - 0" 3' - 0"

SEE PLAN FOR

FOOTING ELEV.

FOOTING REINFORCING

BENT DOWELS TO MATCH

FOOTING REINFORCING, TYP.

HORIZONTAL WALL

REINFORCING

ADDITIONAL HORIZONTAL BAR TO MATCH

HORIZONTAL WALL REINFORCING, TYP.

SEE MECH., ELEC., PLUMBING & SITE DWGS. FOR

LOCATION, ELEV., AND SIZE OF UTILITY LINE

PIPE SLEEVE OR FORMED OPENING

2" COMPRESSIBLE FILLER

NOTES:

1. SEE TYPICAL STEPPED FOOTING DETAIL FOR REINFORCEMENT

2. IF REQUIRED, FOR ADDITIONAL WALL REINFORCEMENT, SEE TYPICAL WALL /SLAB

OPENING DETAIL

FOUNDATION

WALL

S E

E P

L A

N C

O N

C S

L A

B

FF ELEV. +0'-0"

UNEXCAVATED

MATERIAL

BACKFILL

SEE TYPICAL SLAB

ON GRADE DETAIL

1' - 0"

E X

IS

T

F

IL

L

S E

E P

L A

N C

O N

C S

L A

B

FF ELEV. +0'-0"

UNEXCAVATED

MATERIAL

BACKFILL

SEE TYPICAL SLAB

ON GRADE DETAIL

H/2H/2

ENGINEERED

FILL

H

E X

IS

T

F

IL

L

UNDISTURBED, SUITABLE

BEARING GRADE. SEE

PROJECT GEOTECH REPORT

FOR ADD'L INFORMATION

UNDISTURBED, SUITABLE

BEARING GRADE. SEE

PROJECT GEOTECH REPORT

FOR ADD'L INFORMATION

OPENING IN WALL, COORDINATE

SIZE & LOCATION W/ ARCH. & MECH .

DRAWINGS

(2) #5 BARS, EA. SIDE

(2) #5 TYP. AT EA.

CORNER, 6'-0" LONG

(2) #5 TOP AND

BOTT. OF

OPENING

E X

T E

N D

T

Y P

EXTEND 3'-0" TYP.

NOTES:

1. OPENING SIZE AND LOCATIONS SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TO

CONSTRUCTION.

2. THIS DETAIL APPLIES TO ALL OPENINGS 12" x 12" AND LARGER. DETAIL IS SIMILAR FOR CIRCULAR

OPENINGS 12" DIA. AND LARGER.

3. PROVIDE SIMILAR DETAIL AT MULTIPLE PIPE PENETRATIONS WHEN DIMENSIONS OF PIPE GROUP

EXCEEDS 12" IN ANY DIMENSION.

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project NO.:

Copyright 2025, Young Architectural, LLC

It is a violation of Title VIII, Article 147 of NYS Education Law for any person, unless acting under direction of a licensed architect, to alter any item on this document in any way. Any licensee who alters this document is required by law to affix his or her seal and the notation

"altered by" followed by his or her signature and a specific description of the alterations made.

SHEET NUMBER:

CONSULTANTS:

STRUCTURAL ENGINEER

MEP ENGINEER

CIVIL ENGINEER

ISSUE DATE:

REVISIONS:

REV. DATE DESCRIPTION

ADDITIONAL BUILDINGS:

SIRACUSE ENGINEERS PC

716.852.1894 EXT. 116

ME ENGINEERING

716.845.5092

WATTS ARCHITECTS & ENGINEERS

716.206.5100

PHASE 2

907 MICHIGAN AVE

BUFFALO, NY 14203

25103

ROSWELL COMMUNITY OUTREACH AND

ENGAGEMENT CENTER

S004

TYPICAL CONCRETE

DETAILS

ER

8/10/2026

ROSWELL 907

COMMUNITY

OUTREACH AND

ENGAGEMENT

CENTER

TYPICAL SLAB ON GRADE DETAIL

TYPICAL CONTROL JOINT DETAILS

TYPICAL SLAB AT EXTERIOR DOOR DETAIL TYPICAL FDN. WALL CONSTRUCTION JOINT DETAIL

TYPICAL ISOLATION JOINT DETAIL

TYPICAL CORNER REINFORCING DETAIL

COPYRIGHT C 2026 SIRACUSE ENGINEERS, PC

ALL RIGHTS RESERVED. NO PART OF THIS

DRAWING MAY BE REPRODUCED OR COPIED IN

ANY FORM BY ANY MEANS WITHOUT THE WRITTEN

PERMISSION OF SIRACUSE ENGINEERS, PC

REPRODUCTION OF THIS DRAWING FOR USE IN

THE PRODUCTION OF SHOP DETAILS AND

ERECTION DRAWINGS IS EXPRESSLY FORBIDDEN.

TYPICAL STEP FOOTING DETAILTYPICAL STEP-FTG. @ UTILITY/PIPE PENETRATION DETAILTYPICAL EXCAVATION DETAIL

TYPICAL WALL / SLAB OPENING DETAIL

SEE BASE PLATE DETAILS FOR

ANCHOR BOLT SIZE AND SPACING

LEVELING NUT AT EACH ANCHOR

BOLT

TOP OF CONCRETE

NON-SHRINK, NON-METALLIC

GROUT, SEE NOTES BELOW

BASE PLATE - SEE BASE

PLATE DETAILS

COLUMN, SEE SCHED.

F

IN

F

L O

O R

PLATE WASHER

AND NUT

F O

R C

O L C

U T

O F

F S

E E

C O

L S

C H

E D

U L E

1.) SET COLUMN PLUMB - ADJUST LEVELING NUTS AS REQUIRED

2.) IF CLEARANCE IS INSUFFICIENT FOR ADJUSTMENT OF NUTS, SUPPORT

BASEPLATE WITH STEEL SHIMS.

3.) DRY-PACK BELOW BASE PLATE WITH NON-SHRINK, NON-METALLIC GROUT

2" 4" 4" 2"

6" 6"

3/4" THICK BASEPLATE

4 - AB-1 ANCHOR BOLTS

HSS 4x4 COLUMN, SEE SCHED.

6" 4" 4" 6"

10" 10"

/2

/2

3/4" THICK BASEPLATE

(4) AB-1 ANCHOR BOLTS

HSS 4X4 COLUMN

SEE SCHED.

DETAIL A

DETAIL C

1/4

1/4

4"

3/4" THICK BASEPLATE

(4) AB-1 ANCHOR BOLTS

HSS 4X4 COLUMN

SEE SCHED.

DETAIL D

1/4

2" 4" 3 1/2"

/2

/2

/2

10" 3 1/2"

/2

6" 4" 4" 6"

10" 10"

3/4" THICK BASEPLATE

(4) AB-1 ANCHOR BOLTS

HSS 4X4 COLUMN

SEE SCHED.

DETAIL B

1/4

2" 5" 5" 2"

7" 7"

3/4" THICK BASEPLATE

4 - AB-1 ANCHOR BOLTS

HSS 6x6 COLUMN, SEE SCHED.

1/4

DETAIL E

3 1/2" 3 1/2"

6" 5" 5" 6"

11" 11"

1" THICK BASEPLATE

(4) AB-1 ANCHOR BOLTS

HSS 6X6 COLUMN

SEE SCHED.

DETAIL F

1/4

2" 4" 0" 2"

6" 2"

3/4" THICK BASEPLATE

4 - AB-1 ANCHOR BOLTS

HSS 4x4 COLUMN, SEE SCHED.

DETAIL H

1/4

4" 5" 5" 4"

11" 11"

1" THICK BASEPLATE

(4) AB-1 ANCHOR BOLTS

HSS 6X6 COLUMN

SEE SCHED.

DETAIL G

1/4

/2

/2

2" 2"

COLUMN SCHEDULE

FIRST FLOOR FIRST FLOOR

0" 0"

SECOND

FLOOR / LOW

ROOF TOS

SECOND

FLOOR / LOW

ROOF TOS

10' - 11 3/4" 10' - 11 3/4"

RIDGE TOS RIDGE TOS

23' - 8 1/2" 23' - 8 1/2"

Column Locations

A-6 A-7 A.1-1 A.7-3 A.7-4 B-1 B-3 B.9-1 C-2 C-3 C-4 C-6 C-6.1 C-7 C-7.1 C.8-2 D-3 D-5 E-2 E-3 F-5 F-6 G-5 G-6

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

H S

S

X X

/8

CUTOFF

COLUMN

LOCATIONS

BASEPLATE

-8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8" -8"-8" -8" -8"

H S

S

X X

/8

H S

S

X X

/8

ANCHOR BOLT HOLE &

WASHER SIZE SCHEDULE

ANCHOR BOLT

SIZE

MAX. BASEPLATE

HOLE SIZE

MIN. WASHER

SIZE

3/4" DIA.

7/8" DIA.

1 1/4" DIA.

1 5/16" DIA.

1 9/16" DIA.

2 1/16" DIA.

2" DIA. x 1/4"

2 1/2" DIA. x 5/16"

3" DIA. x 1/2"

1" DIA. 1 13/16" DIA. 3" DIA. x 3/8"

1 1/2" DIA.

1 3/4" DIA.

2 1/2" DIA.

2 5/16" DIA.

2 3/4" DIA.

3 3/4" DIA.

3 1/2" DIA. x 1/2"

4 DIA. x 5/8"

5 1/2" DIA. x 7/8"

2" DIA. 3 1/4" DIA. 5" DIA. x 3/4"

E M

B E

D

/2

5 1/2" THRD. PROJECTION

HEAVY HEX NUT

3/4" DIA. ASTM F1554

ANCHOR ROD

TOP OF CONC.

AB-1

E M

B E

D

6 1/2" THRD. PROJECTION

HEAVY HEX NUT

1" DIA. ASTM F1554

ANCHOR ROD

TOP OF CONC.

AB-2

EXPIRATION DATE:

BUFFALO OFFICE

50 ELK ST. STE 200

BUFFALO, NY 14210

FAX: 716.842.1807

ROCHESTER OFFICE

85 ALLEN ST. STE 310

ROCHESTER,NY 14608

FAX: 585.461.4771

PHONE: 716.842.1800

WWW.YOUNGANDWRIGHT.COM

PROJECT INFORMATION:

SHEET TITLE:

This is a single sheet of a cohesive set of construction documents, including drawings and specifications. Interpretation of information presented is to be based on the entire set of documents

Drawn By:

Project…