D006636 Addendum 1 Final_Part6.pdf

S441

RWF3

[-6' - 0"]

RWF3

[-6' - 0"]

R W

RW18

W24x131W24x131

S141

S141

DRILLED SHAFT DESIGN BY GEOTECHNICAL

ENGINEER.

DESIGN LOADS:

180 KIP SERVICE DOWNLOAD

-20 KIP UPLIFT.

TYPICAL, 6 LOCATIONS

MAX HORIZONTAL SHEAR AT BASE PLATE:

10KIP EACH DIRECTION, NON-CONCURRENT

A B

W24x131 W24x131

W24x131 W24x131

INDICATES APPROX. LOCATION OF FALL RESTRAINT TIE-OFF

(P,MAX = 5,000 LB) MOUNTED TO FACE OF WALL OPPOSITE

FROM RAIL PAVILION. SEE LANDSCAPE FOR EXACT LOCATION.

PROVIDE 2'-0" MIN. EDGE DISTANCE TO FIRST ANCHOR FROM

T.O. WALL. SPACE INDIVIDUAL FALL RESTRAINT TIE-OFFS @

6'-0"o.c. MIN AND PLACE 6'-0" MIN. FROM NEAREST WALL END

OR CORNER. DESIGN OF RETAINING WALL & ASSOCIATED

FOOTING TO WITHSTAND FALL RESTRAINT LOADING BY TYLIN.

DESIGN OF FALL RESTRAINT & ITS ANCHORAGE TO WALL BY

OTHERS. DESIGN LOADS SHOWN FOR DRILLED SHAFTS

ACCOUNT FOR FALL RESTRAINT LOADING.

S241

BOTTOM OF BASE

PLATE ELEVATION [-1'-0"]

TOP OF CAISSON

ELEVATION [-1'-2"]

PROVIDE 2" NON-SHRINK

GROUT. TYP

DRILLED SHAFT DP1 (SEE S121):

50 KIP DOWNLOAD

-50 KIP UPLIFT

TYPICAL, 13 LOCATIONS

S141

TYP.

S241

FOUNDATION PLAN NOTES:

1. CONTRACTOR SHALL COORDINATE SUBGRADE SERVICES PRIOR TO POURING SLAB ON GRADE.

SEE ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS AND CIVIL DRAWINGS AND

COORDINATE WITH SLAB REINFORCING.

2. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY

SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY

AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING

AS REQUIRED TO ENSURE THAT ALL FOUNDATION EXCAVATIONS ARE ACCOMPLISHED WITH

THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOUNDATIONS ARE PLACED AND

BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER

CONDITIONS WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED

BY APPROVED MEANS, REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATION SECTION 31

00 00 EARTHWORK FOR ADDITIONAL REQUIREMENTS.

3. GEOTECHNICAL REPORT REFERENCED IN FOUNDATION NOTES SHALL BE PART OF THE

CONTRACT DOCUMENTS. CONTRACTOR SHALL REVIEW GEOTECH REPORT FOR ALL

RECOMMENDATIONS AND INCLUDE CONTENT IN BIDS.

4. NEW FOOTINGS ADJACENT TO EXISTING FOOTINGS SHALL MATCH BOTTOM OF EXISTING

FOOTINGS AND SHALL NOT UNDERMINE EXISTING ELEMENTS, TYPICAL. ELEVATIONS OF

EXISTING FOOTINGS SHOWN HERE ARE BASED ON ORIGINAL DESIGN DRAWINGS OR LIMITED

TEST PITS AND HAVE NOT BEEN FIELD VERIFIED. VERIFY ALL EXISTING CONDITIONS IN THE FIELD

AND NOTIFY ENGINEER OF RECORD IF CONDITIONS VARY FROM THOSE SHOWN.

5. ALL COLUMN OR WALL FOOTINGS ARE TO BE CENTERED AT THE COLUMN OR WALL ABOVE,

UNLESS OTHERWISE NOTED.

6. PROVIDE CONTINUOUS THICKENED SLAB UNDERNEATH ALL NON-LOAD BEARING MASONRY

PARTION WALLS PER TYPICAL DETAIL; COORDINATE LOCATION AND EXTENTS OF WALLS WITH

ARCHITECTURAL DRAWINGS.

C

1' - 6"

W

"Lb " SEE NOTE 2

"P"

(1

M

IN

A b a s e

FROST DEPTH

(MIN.)

h w h r

3"

HORIZONTAL

REINFORCING

VERTICAL

REINFORCING

h s

NOTES:

1. VERTICAL BARS MAY BE SPLICED ABOVE BASE OF WALL AS AN ALTERNATE.

2. COORDINATE DRAINAGE REQUIREMENTS WITH ARCHITECT OR CIVIL ENGINEER.

3. COORDINATE BEARING PREPARATION AND BACKFILL WITH CIVIL ENGINEER AND

GEOTECHNICAL RECOMMENDATIONS.

2x4 KEY, TYP

3"

B

T/WALL

SEE CIVIL DWG'S

FIN. GRADE

EL. VARIES

SEE CIVIL DWG'S

FOUNDATION

DRAIN, SEE

CIVIL

CHAMFER ALL

EXPOSED EDGES

DRILLED PIER,

SEE PLAN

(TYP.)

Ld

PAVER SYSTEM, SEE

LANDSCAPE DWG'S

SLAB AND HAUNCH,

SEE CIVIL DWG'S

24" (VERT)x24" (HORIZ) EPOXY COATED

#4 'L' BAR @ 1'-0" O.C. MAX. PROVIDE

GREASED END IN SLAB & HAUNCH

GUARDRAIL AND ITS ATTACHMENT

TO STRUCTURE, BY OTHERS

2' - 4"

7" 7" 7" 7"

DRILLED SHAFT, REFER TO

GEOTECHNICAL ENGINEERING

DOCUMENTS

36 KSI BASE PLATE

PL1"x1'-6"x2'-6"

(6) 1" 55 KSI ANCHOR BOLTS

WITH 1/4" PLATE WASHER

AND NUT 12" EMBED

S141

S141

DRILLED SHAFT, REFER TO

GEOTECHNICAL ENGINEERING

DOCUMENTS

REFER TO

GEOTECHNICAL

ENGINEERING

DOCUMENTS FOR

DRILLED SHAFT

REINFORCEMENT

COLUMN, SEE PLAN

NON-STRUCTURAL CONCRETE ENCASEMENT.

REINFORCE WITH #3 HOOPS, 3" O/C OR 1.5

LB/CUBIC YD STRUCTURAL FIBERS. FINAL

CONFIGURATION OF SHAPED/TAPERED

CONCRETE TO BE COORDINATED WITH

ARCHITECTURAL.

2" NON-SHRINK GROUT

ISOLATION JOINT AT COLUMN,

SEE TYPICAL DETAIL ON S501

SLAB-ON-GRADE, SEE

CIVIL DWG'S

(2) #4 BARS AT BOTTOM

OF HAUNCH, (TYP.)

(TYP.)

1' - 6"

HAUNCH SLAB EDGE TO 0'-8"

THICK AT ISOLATION JOINT

PREPARE SUBGRADE

AS PER GEOTECHNICAL

RECOMMENDATIONS

MIN. (2) #4 HOOPS AT TOP

OF DRILLED SHAFT. 3"

CLEAR COVER, 3" SPACING.

BASE PLATE, SEE 4/S141

ANCHOR BOLTS, SEE 4/S141

3" CLR.

MIN.

6"

3 1/2" MIN.

M

IN

1/2

TAPERED CONCRETE

ENCASEMENT, 32"X25"

AT TOP

COAT BASE PLATE, ANCHOR RODS,

NUTS, WASHERS, AND BASE OF COLUMN

TO 6-INCHES ABOVE THE CONCRETE

ENCASEMENT WITH A CLASS 1,

STRUCTURAL STEEL PAINT SYSTEM

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:1 :1

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F S

P R

P S tr u c t.

rv t

S141

FOUNDATION PLAN -

RAIL PAVILION

SM

NP

05/22/2026

1/8" = 1'-0"S141

1 FOUNDATION PLAN

RETAINING WALL FOOTING SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

REMARKSTOE (B) HEEL (C)

TOTAL

FOOTING

WIDTH (W)

FOOTING

THICKNESS

(Abase) "P" "Lb"

RWF3 0" 7' - 6" 9' - 0" 1' - 6" #5@12" O.C. T&B #5@12" O.C. T&B

RETAINING WALL SCHEDULE

MARK

DIMENSIONS REINFORCEMENT

REMARKS

WALL HEIGHT

(hW)

RETAINED

SOIL HEIGHT

(hR)

WALL/STEM

THICKNESS

(Astem) VERTICAL HORIZONTAL

RW18 6' - 6" 4' - 0" 1' - 6" #5@12" O.C.,

E.F.

#5@12" O.C., E.F.

EPOXY COATED

N.T.S.S141

2 TYPICAL REINFORCED CONCRETE CANTILEVERED RETAINING WALL

NOTE:

FOUNDATION SIZES, REINFORCEMENT, AND OTHER ATTRIBUTES

INDICATED ON THE DRAWINGS ARE FOR ESTIMATING PURPOSES

ONLY. FINAL DESIGN AND DETAILING OF THE FOUNDATION

COMPONENTS, INCLUDING RETAINING WALLS, ARE AWAITING

RECEIPT OF GEOTECHNICAL INFORMATION.

1" = 1'-0"S141

4 DRILLED SHAFT BASE PLATE DETAIL

1" = 1'-0"S141

3 DRILLED SHAFT SECTION

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

07/28/2026

Addendum #1 Page 190 of 193

FOUNDATION PLAN NOTES:

1. CONTRACTOR SHALL COORDINATE SUBGRADE SERVICES PRIOR TO POURING SLAB ON GRADE.

SEE ARCHITECTURAL DRAWINGS, MECHANICAL DRAWINGS AND CIVIL DRAWINGS AND

COORDINATE WITH SLAB REINFORCING.

2. ALL EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE AND THE AREA IMMEDIATELY

SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE CONTINUALLY

AND EFFECTIVELY DRAINED. THE CONTRACTOR SHALL PROVIDE DRAINAGE AND DEWATERING

AS REQUIRED TO ENSURE THAT ALL FOUNDATION EXCAVATIONS ARE ACCOMPLISHED WITH

THE SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER FOUNDATIONS ARE PLACED AND

BACKFILLED. REMOVAL OF SURFACE WATER, GROUNDWATER, AND ANY PERCHED WATER

CONDITIONS WHICH MIGHT BE ENCOUNTERED DURING EXCAVATIONS SHALL BE ACCOMPLISHED

BY APPROVED MEANS, REFER TO THE GEOTECHNICAL REPORT AND SPECIFICATION SECTION 31

00 00 EARTHWORK FOR ADDITIONAL REQUIREMENTS.

3. GEOTECHNICAL REPORT REFERENCED IN FOUNDATION NOTES SHALL BE PART OF THE

CONTRACT DOCUMENTS. CONTRACTOR SHALL REVIEW GEOTECH REPORT FOR ALL

RECOMMENDATIONS AND INCLUDE CONTENT IN BIDS.

4. NEW FOOTINGS ADJACENT TO EXISTING FOOTINGS SHALL MATCH BOTTOM OF EXISTING

FOOTINGS AND SHALL NOT UNDERMINE EXISTING ELEMENTS, TYPICAL. ELEVATIONS OF

EXISTING FOOTINGS SHOWN HERE ARE BASED ON ORIGINAL DESIGN DRAWINGS OR LIMITED

TEST PITS AND HAVE NOT BEEN FIELD VERIFIED. VERIFY ALL EXISTING CONDITIONS IN THE FIELD

AND NOTIFY ENGINEER OF RECORD IF CONDITIONS VARY FROM THOSE SHOWN.

5. ALL COLUMN OR WALL FOOTINGS ARE TO BE CENTERED AT THE COLUMN OR WALL ABOVE,

UNLESS OTHERWISE NOTED.

6. PROVIDE CONTINUOUS THICKENED SLAB UNDERNEATH ALL NON-LOAD BEARING MASONRY

PARTION WALLS PER TYPICAL DETAIL; COORDINATE LOCATION AND EXTENTS OF WALLS WITH

ARCHITECTURAL DRAWINGS.

CONCRETE FOOTING, GRADE BEAM, OR PILE CAP

FOUNDATION PLAN LEGEND

BOTTOM OF FOOTING ELEVATION RELATIVE TO DATUM

COLUMN LINE

TOP OF SLAB ELEVATION#' - #"

SLAB ON GRADE (SEE SCHEDULE)

STEEL COLUMN

.S.O.G.

OPENING IN SLAB

CONCRETE MAT FOUNDATION, SEE SCHEDULE & DETAILSM__

CONCENTRATED TOP REINFORCEMENT, SEE PLAN

X-#X

CONCENTRATED BOTTOM REINFORCEMENT, SEE PLAN

X-#X

DISTRIBUTED TOP REINFORCEMENT, SEE PLAN

#X @ X" O.C.

DISTRIBUTED BOTTOM REINFORCEMENT, SEE PLAN

#X @ X" O.C.

1 2 3

A

B

/2

/2

1' - 3 1/2" 18' - 2 5/8" 18' - 2 5/8" 1' - 3 1/2"

39' - 0 1/4"

0"

HSS6X6X5/16

(6 LOCATIONS)

S151

TYP.

6" CONCRETE SLAB, W/ #4 @ 18" O.C.,

E.W. MID-DEPTH IN SLAB

NOTE: ALL FASTENERS AND OTHER

METAL ELEMENTS USED TO TIE

ARCHITECTURAL FEATURES AND

FINISHES TO THE STEEL STRUCTURE

SHALL BE COMPATIBLE WITH TYPE 316

STAINLESS STEEL.

NOTE:

ALL STEEL FRAMING MEMBERS FOR THE SWING SHED SHALL BE

TYPE 316 STAINLESS STEEL. ALL ASSOCIATED CONNECTION

HARDWARE AND WELDING ELECTRODES SHALL BE COMPATIBLE

TYPE 316 / E316 MATERIAL.

COLUMN

3/4" THK. BASE PLATE,

TYPE 316 STAINLESS STEEL

(4) 3/4" DIA. SS316 THREADED ANCHOR RODS

w/ HILTI HIT-HY 200-R V3 EPOXY w/ 6" EMBED

INTO CONCRETE. PROVIDE 13/16" DIA. HOLES

IN BASE PLATE. AFTER INSTALLATION OF NUTS,

UPSET THREADS.

NOTE: THIS IS A SLIP-CRITICAL CONNECTION.

F

IN

IS

H

C O

L U

M N

ANCHOR ROD

SS BASE PLATE

COLUMN, SEE PLAN

/2

BOTTOM ELEVATION

OF BASE PLATE

TOP OF FOOTING

5/16"

1'-0"

1" MAX. NON-

SHRINK GROUT

(T Y

P

SECTION A-A

A A

T/FOOTING.

EL. SEE CIVIL

1' - 1"

3/S151

SEE

MIN.

11"

MIN.

2' - 9"

GRID

(3) ADD'L #4 BOTTOM,

EQUALLY SPACED

CONCRETE SLAB,

SEE PLAN

S151

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:1 :5

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F S

P S

S S tr u c t.

rv t

S151

FOUNDATION PLAN &

SECTIONS - SWING

SHED

SM

NP

05/22/2026

1/2" = 1'-0"S151

1 FOUNDATION PLAN - SWING SHED

N.T.S.S151

3 TYPICAL COLUMN BASE PLATE AT PIPE OR TUBE COLUMN

3/4" = 1'-0"S151

2 SECTION

NOTE:

FOUNDATION SIZES, REINFORCEMENT, AND OTHER ATTRIBUTES

INDICATED ON THE DRAWINGS ARE FOR ESTIMATING PURPOSES

ONLY. FINAL DESIGN AND DETAILING OF THE FOUNDATION

COMPONENTS, INCLUDING RETAINING WALLS, ARE AWAITING

RECEIPT OF GEOTECHNICAL INFORMATION.

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

Addendum #1 Page 191 of 193

FRAMING PLAN NOTES:

1. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS NOT SHOWN ON

STRUCTURAL DRAWINGS. SEE ARCHITECTURAL EDGE OF SLAB SERIES FOR ALL SLAB EDGE

DIMENSIONS AND CONCRETE CURBS.

2. FOR STEEL BEAMS LONGER THAN 30 FEET: SPACING OF SHEAR STUDS SHALL NOT BE GREATER

THAN ONE EVERY 12 INCHES AVERAGED OVER THE LENGTH OF THE BEAM. CONTRACTOR SHALL

ADD SHEAR STUDS AS REQUIRED TO MEET THIS REQUIREMENT. SEE TYPICAL DETAIL.

3. AS PER APPROPRIATE SPECIFICATION SECTIONS, THE DESIGN TEAM HAS SPECIFIED THE

FOLLOWING ITEMS AS DELEGATED DESIGN: ALL COLD-FORMED STEEL FRAMING (STUDS,

KICKERS, ETC.), MISCELLANEOUS METALS (STEEL STAIRS, ENTRY & ROOF GATES, STEEL

GUARDRAILS, STEEL HANDRAILS, ROOF ACCESS LADDERS, ETC.). SIGNED AND SEALED

DRAWINGS AND CALCULATIONS BY A LICENSED PROFESSIONAL ENGINEER ARE REQUIRED FOR

THESE ITEMS. SEE ARCHITECTURAL SPECIFICATION SECTIONS FOR FULL INFORMATION.

4. CANTILEVER SIZE TO MATCH BACKSPAN UNLESS NOTED OTHERWISE ON PLAN.

5. SEE ARCHITECTURAL DRAWINGS FOR DETAILED FACADE SECTIONS INCLUDING FACADE

HANGERS, BRACES, RELIEVING ANGLES, PARAPETS, TOP OF WALL CONDITIONS, AND CONCRETE

CURBS. REVIEW ARCHITECTURAL SECTIONS TOGETHER WITH STRUCTURAL DRAWINGS TO

ESTABLISH COMPLETE FACADE STEEL AND CONCRETE WALL/CURB SCOPE.

6. SEE ARCHITECTURAL DRAWINGS FOR ALL RELIEVING ANGLE ELEVATIONS WHERE APPLICABLE.

7. SEE MEP DRAWINGS FOR CONCRETE PADS REQUIRED UNDER UNITS. COORDINATE ALL FINAL

UNIT LOCATIONS, UNIT SIZES, AND UNIT SUPPORT REQUIREMENTS WITH MEP DRAWINGS AND

MEP SUBCONTRACTORS.

8. CONTRACTOR SHALL VERIFY ALL DIMENSIONS TO EXISTING STRUCTURE BEFORE FABRICATION.

NOTIFY ENGINEER OF RECORD OF ANY DISCREPANCIES THAT IMPACT STRUCTURAL SCOPE.

9. STEEL BEAMS ARE EQUALLY SPACED BETWEEN COLUMN LINES, UNLESS NOTED OTHERWISE

10. TYPICAL JOIST BRIDGING SIZE AND LAYOUT AS REQUIRED BY SJI TO BE PROVIDED BY JOIST

MANUFACTURER.

FRAMING PLAN LEGEND

STEEL BEAM

SHEAR CONNECTION

MOMENT CONNECTION

TOP OF FRAMING ELEVATION RELATIVE TO DATUM

COLUMN LINE

STEEL BRACING

WALL OR CONCRETE BEAM BELOW

STEEL COLUMN

1 2 3

A

B

18' - 2 5/8"18' - 2 5/8"

HSS6X6X5/16

HSS6X6X5/16

H S

S X

X

/1

HSS6X6X5/16

HSS6X6X5/16

HSS6X6X5/16

H S

S X

X

/1

HSS6X6X5/16

HSS6X6X5/16

H S

S X

X

/1

(6 LOCATIONS)

36' - 5 1/4"

S251

S251

S251 SIM.

S251

S251

S251 SIM.

S251

S251

S251 SIM.

S251

S251

S251 SIM.

HSS6X6X5/16

S251 SIM.

S251 SIM.

S251

S251

S251 SIM.

S251 SIM.

HSS6X6X5/16

< 12' - 0" >

< 12' - 0" >

< 12' - 0" >

< 12' - 0" >

< 12' - 0" >

< 12' - 0" >

< 12' - 0" >

< 12' - 0" >

NOTE: ALL FASTENERS AND OTHER METAL

ELEMENTS USED TO TIE ARCHITECTURAL

FEATURES AND FINISHES TO THE STEEL

STRUCTURE SHALL BE COMPATIBLE WITH TYPE

316 STAINLESS STEEL.

BACKER BARS, AS REQUIRED,

TO FACILITATE CJP WELD.

BACKER BARS MAY REMAIN

IN PLACE

CJP

NOTE: HSS ALONG AXIS OF DETAIL CUT, WHERE OCCURS, NOT SHOWN FOR CLARITY.

A

A

NOTE: AT SIM. HSS DOES NOT OCCUR ON BOTH SIDES. NOTE: COLUMN NOT SHOWN FOR CLARITY.

5/16

5/16

5/16

FLARE BEVEL

@ BEAMS,

5/16" FILLET

@ COL. BOTT.

CONTACT,

BUTT WELD

@ COL. TOP

CONTACT

ERECTION BOLT, AS REQ'D

PL. 3/8x6"x1'-6" CENTERED

ON WIDTH OF COL.

GRID

1/2" MAX. GAP

(TYP.)

L6x6x5/16 x 0'-6" LG., (TYP.)

NOTE: AT SIM. HSS BEAM DOES NOT OCCUR ON BOTH SIDES.

1/2" MAX. GAP

(TYP.)

L6x6x5/16 x 0'-6" LG., EA.

SIDE OF HSS BEAM,

(TYP.)

ERECTION BOLT, AS REQ'D (TYP.)

HSS BEAM, SEE PLAN, (TYP.)

HSS BEAM, SEE PLAN, (TYP.)

5/16

TYP.

5/16

5/16

TYP.

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:1 :5

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F S

P S

S S tr u c t.

rv t

S251

FRAMING PLANS &

SECTIONS - SWING

SHED

SM

NP

05/22/2026

1/2" = 1'-0"S251

1 FRAMING PLAN - SWING SHED

1 1/2" = 1'-0"S251

2 SECTION

1 1/2" = 1'-0"S251

3 SECTION

1 1/2" = 1'-0"S251

4 SECTION

NOTE:

FOUNDATION SIZES, REINFORCEMENT, AND OTHER ATTRIBUTES

INDICATED ON THE DRAWINGS ARE FOR ESTIMATING PURPOSES

ONLY. FINAL DESIGN AND DETAILING OF THE FOUNDATION

COMPONENTS, INCLUDING RETAINING WALLS, ARE AWAITING

RECEIPT OF GEOTECHNICAL INFORMATION.

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

NOTE:

ALL STEEL FRAMING MEMBERS FOR THE SWING SHED SHALL BE

TYPE 316 STAINLESS STEEL. ALL ASSOCIATED CONNECTION

HARDWARE AND WELDING ELECTRODES SHALL BE COMPATIBLE

TYPE 316 / E316 MATERIAL.

Addendum #1 Page 192 of 193

A A

TOP OF WALL

EL. 11' - 10"

8"

4' - 6"

T/STEEL

EL. 15' - 6"

W18W18

C6

W 8W18

GROUT T/PIER TO COVER COLUMN

CONNECTION & MATCH WALL HEIGHT,

SEE 15/S411

NOTE:

SEE 7/S411 FOR INFORMATION NOT SHOWN.

PL3/4, TYP. EA SIDE OF COL. WEB. WELD

T&B OF PL TO EA COL. FLANGE & COL.

WEB w/ 5/16" FILLET WELD. ALIGN B.O. PL w/ B.O. WF GIRDER.

SEE ARCH. DWGS. FOR EXTERIOR FINISH.

INSULATION, SEE ARCH. DWGS.

CAP PL3/4 TO MATCH COL.

DIMENSIONS. WELD UNDERSIDE OF

CAP PL TO COL. FLANGES AND EA SIDE

OF COL. WEB w/ 5/16" FILLET WELD

TOP OF WALL

EL. 11' - 10"

T/STL.

EL. 15' - 0"

GRID

3/4" MAX.

(TYP.)

CAP PL3/4 TO MATCH COLUMN

DIMENSIONS. WELD UNDERSIDE OF

CAP PL TO COL. FLANGES AND EA

SIDE OF COL. WEB w/ 5/16" FILLET

WELD

/2

SHEAR PL3/8 w/ (4) 7/8" DIAMETER BOLTS IN STANDARD HOLES. SPACE BOLTS 3"o.c.

VERTICALLY AND PROVIDE 1 1/2" EDGE

DISTANCE TO PL & END OF WF BEAM. WELD

PL TO COLUMN WEB w/ 1/4" FILLET WELD EA

SIDE OF SHEAR PL, TYP.

NOTES:

1. BEAM DOESN'T NECESSARILY OCCUR ON BOTH SIDES OF COLUMN AT ALL

COLUMN LOCATIONS, SEE PLAN.

2. SEE OTHER DETAILS FOR INFORMATION NOT SHOWN.

3. AT SIM, COLUMN IS PERPENDICULAR TO THAT SHOWN HERE. PROVIDE

SHEAR PLs, BOLTS, AND WELDS FOR SUPPORT OF BEAMS AS SHOWN HERE BUT ATTACH SHEAR PLs TO CENTER OF COLUMN FLANGES.

T/STEEL

EL. 15' - 6"

STIFFENER PL3/4 BETWEEN COL.

FLANGES, TYP. WELD T&B OF PL

TO EA COLUMN FLANGE & COL.

WEB w/ 5/16" FILLET WELD. ALIGN BOTTOM OF STIFFENER w/ INCOMING BEAM w/ MOMENT

CONNECTION TO COLUMN

W18W18

C6

W

STEEL DECK, SEE PLAN FOR

SIZE AND GAGE

COMPRESSIBLE

FILLER

ROOF DECK

L3x3X1/4 CONTINUOUS (INSTALL

ANGLE TIGHT TO WALL)

SEE TYPICAL DETAIL

REINFORCING FOR NON-

LOAD BEARING WALLS

OPEN-WEB JOIST

JOIST PERPENDICULAR WITH WALL

1/4

TYP.

STEEL DECK, SEE PLAN

FOR SIZE AND GAGE

COMPRESSIBLE FILLER

ROOF DECK

L3x3X1/4 CONTINUOUS (INSTALL

ANGLE TIGHT TO WALL)

SEE TYPICAL

DETAIL

REINFORCING FOR

NON-LOAD

BEARING WALLS

C4x5.4 FLAT @ 8'-0" O.C.

OPEN WEB JOIST

PROVIDE DIAGONAL

BRIDGING @ 8'-0" O.C.

JOIST PARALLEL WITH WALL

3/16

TYP.

1/4

TYP.

GRID

3/16

3/16

PERFORATED METAL

PANEL, SEE SECTION

A-A. SEE ARCH. FOR

FREQUENCY ALONG

LENGTH OF

CHANNEL

CHANNEL, SEE PLAN

WF BEAM, SEE PLAN

L4X4X1/4X0'-4" CENTERED ATOP WF BEAM.

FASTEN TO CHANNEL W/ (2) 5/8" DIAMETER

THROUGH-BOLTS SPACED 2"O.C. SPACE

BOLTS 1" FROM EA END OF ANGLE AND

CENTER BOLTS IN WIDTH OF ANGLE LEG.

A

A

T/STEEL

EL. 15' - 6"

SEE PLAN

JOIST, SEE PLAN

L3X3X1/4 CONT.

METAL DECK, SEE PLAN.

FASTEN EA BOTTOM FLUTE TO

SUPPORTING ANGLE w/ 0.157"

DIA. HILTI X-U PAF.

5/8" DIA. EXPANSION ANCHOR

NOTE:

SCAN WALL FOR REINFORCING PRIOR TO DRILLING HOLE FOR EXPANSION

ANCHOR. DO NOT CONTACT WALL REINFORCING DURING DRILLING.

GRID

MATCH

WELD

INDICATED

BEYOND

PC L6x4x3/8x1'-0" (LLV) w/ (2)-1-1/4"ø OVERSIZED

HOLES (1-9/16"ø)

BAR JOIST, SEE PLAN

CONCRETE WALL , SEE

PLAN ANDS SCHEDULES(2)-5/8"øx5" EMBEDMENT EPOXY

BOLTS W/ 3"x3"x5/16" PLATE

WASHERS

A

A

1/4 2

EACH

WASHER

2" 4" 4" 2"

SECTION A-A

7"

3/16

3/16

CHANNEL, SEE PLAN

WF BEAM, SEE PLAN

ANGLE

PERFORATED PANEL, TYP.

SEE ARCH. FOR CONNECTION

TO PL ATOP CHANNEL

JOINT BETWEEN ADJACENT

PERFORATED PANELS, SEE

ARCH.

PL1/4X3X0'-7" CENTERED UNDER

PERFORATED PANEL EDGES. SEE

ARCH. FOR:

A. PERFORATED PANEL LAYOUT.

B. FREQUENCY OF PL'S ATOP

AND ALONG LENGTH OF

CHANNEL.

SECTION A-A

B

T/STEEL

EL. 15' - 6"

SEE ARCH.

C6

W

W18

3/4" PL.

3/4" PL.

3/8" PL.

3/4" MAX.

5"

3/16"

3/16"

5/16"

(3) SIDES

ERECTION BOLT, AS REQUIRED, TYP.

PL9/16x12

CENTERED ON

DEPTH OF BEAM

CJP (TYP.)

NOTE: WF BEAM FRAMING IN ALONG GRID NOT SHOWN FOR CLARITY.

T/STEEL

EL. 15' - 6"

SEE ARCH.

3/4" PL.

CONTINUITY PLATE FOR MOMENT

CONNECTION IN-LINE WITH GRID,

WHERE OCCURS. SEE PLAN & 1/S411

3/16"

3/16"

5/16"

(3) SIDES

ERECTION BOLT, AS REQUIRED, TYP.

PL9/16x12

CENTERED ON

DEPTH OF BEAM

CJP (TYP.)

NOTE: WF BEAM FRAMING IN ALONG GRID NOT SHOWN FOR CLARITY.

C6x13

W18X35

W

GRID

B

NOTE: TOP FLANGE OF BEAMS NOT SHOWN FOR CLARITY.

W

W18 W18

W8, COLUMN

F A

C E

O F

C

L T

B E

A M

C

R

N E

R

1/

4"

1/

4"

(4) 7/8" DIAMETER BOLTS IN STANDARD

HOLES. SPACE BOLTS 3"o.c. VERTICALLY

AND PROVIDE 1 1/2" EDGE DISTANCE

FROM T&B OF SHEAR PL

SEE 2/S411 FOR MOMENT

CONNECTION OF WF BEAM TO

WF COLUMN WEB, TYP.

W.P.

BENT PL1/2x12 CENTERED ON

DEPTH OF SKEWED WF BEAM

SEE ARCH.

MAY BEVEL END OF WF

BEAM TO ALIGN w/ EDGE OF

PERFORATED PANEL ABOVE

5/16

ON FAR SIDE, PROVIDE

FLARE BEVEL WELD w/

(0.313) THROAT SIZE

FACE OF CONCRETE WALL

SS PL3/8x6xCONT. ON FACE

OF CONCRETE WALL

SEE ARCH.

/2

(T Y

P

1 1/2" (TYP.)

EL.

SEE ARCH.

SS KNIFE PL1/4x3x0'-10" (MAX LENGTH)

CENTERED ON DEPTH OF FACE PL. SEE

ARCH. FOR NUMBER OF KNIFE PLs.

NOTE: MAX WEIGHT PLATE CAN SUPPORT

IS 300 LB

AT EA KNIFE PL, PROVIDE (4) 1/2" DIAMETER

x 5" SS HILTI KH-EZ SS316 ANCHORS

3/16"

TYP.

3/16"

NOTE: SEE ARCH DWGS. FOR LOCATIONS.

WATER FOUNTAIN, SEE

ARCH. DWGS. FOR

LOCATIONS AND ELEVATIONS

CONC. WALL

SEE PLAN

WATER FOUNTAIN MOUNTING PLATE, BY OTHERS

SUPPORT SS PL3/8x10"(MIN.)x10"(MIN.)

CENTERED ON WATER FOUNTAIN

MOUNTING PLATE.

FACE SS PL1/2x11"x11" CENTERED ON HSS. FASTEN TO CONCRETE WALL w/ (4) 5/8" DIA. x 4 3/4" HILTI

KWIK BOLT TZ2 SS316 ANCHORS SPACED 8"O.C. E.W.

SS HSS5x5x5/16 CENTERED ON DEPTH OF

WATER FOUNTAIN OUTLET AND CENTERED ON

WIDTH OF WATER FOUNTAIN MOUNTING PLATE.

SEE ARCH. DWGS. FOR EXTERIOR

WALL FINISH

FASTEN WATER FOUNTAIN

TO SUPPORT PLATE PER

MANUFACTURER'S

INSTRUCTIONS

LINTEL, AS REQUIRED, FOR RELIEF

OF STONE FACADE ABOVE WATER

FOUNTAIN. SEE TYP. LINTEL DETAIL

SEE ARCH.

B

T/ STEEL DOOR

EL. 8' - 9"

S.S. HSS4X4X3/8

S.S. HSS4X4X3/8

3/16"

TYP.

3/16

TYP.

3/16

L4x4x1/4 x 0'-4" LG

SEE ARCH. DWGS.

SLIDING DOOR SEE

ARCH. DWGS.

NOTE: FOR ADDITIONAL DETAILS SEE SECTION 14/S411.

B

T/ STEEL DOOR

EL. 8' - 9"

FACE OF

CONCRETE WALL

S.S. HSS4X4

6" 4"

10"

(T Y

P

2" (TYP.)

PL1/2 CENTERED ON HSS.

FASTEN TO WALL w/ (4) 5/8"x

4 1/2" DIA. HILTI KWIK HUS-

EZ.

3/16

B

T/ STEEL DOOR

EL. 8' - 9"

CAP PL1/4

SEE ARCH. DWGS FOR

EXTERIOR FINISH.

INSULATION

5/8" DIA. SS THREADED WELD

STUD FASTENING PL TO CAP PL

SS PL, SEE ARCH. FOR

INFORMATION NOT SHOWN

CONC. WALL,

SEE PLAN

NOTE: SCAN CONCRETE FOR REINFORCING PRIOR TO

DRILLING. SHOULD PROPOSED ANCHOR LOCATIONS ALIGN

w/ REINFORCING, CONTACT EOR PRIOR TO DRILLING

PL3/8x5x0'-1'-0" CENTERED ON SS HSS.

FASTEN TO WALL w/ (2) 5/8"x 4 1/2" DIA.

HILTI KWIK HUS-EZ. CENTER ANCHORS

ON WIDTH OF PL AND SPACE

ANCHORS 2" FROM EDGE OF HSS

S..S. HSS4x4

3/16

SLIDING DOOR SEE ARCH. DWGS.

SECTION A-A

T.O. WALL

EL. SEE PLAN

NOTES:

1. FOR ANCHOR BOLTS, SEE COLUMN BASE PLATE DETAILS.

2. FOR PIER SIZE AND REINFORCEMENT, SEE PLAN AND PIER SCHEDULE.

FOR TOP OF PIER,

SEE PLAN

ANCHOR BOLTS,

SEE 7/S111

FILL COLUMN POCKET

WITH CONCRETE AFTER

STEEL IS INSTALLEDSTEEL COLUMN, SEE PLAN

2" CLR.

(TYP.)

LINE OF WALL BEYOND

SEE PLAN

WALL, SEE PLAN

FOR TIE REQUIREMENTS,

SEE TYPICAL CONCRETE

PIER DETAIL

PIER VERTICAL

REINFORCEMENT,

TYP. - SEE PLAN AND

SCHEDULE

CL

PIER

CL

PIER

NOTE: BASE PLATE AND ANCHOR BOLTS NOT SHOWN FOR CLARITY.

WALL REINFORCEMENT,

SEE PLAN AND SCHEDULE

S111

L d

Ld

FASTEN ANGLE TO CONCRETE WALL

w/ 3/4" DIA. x 6 1/4" HILTI KWIK BOLT

TZ2 EXPANSION ANCHORS.

WHERE ANGLE IS LONGER THAN

2'-6": PROVIDE ANCHORS @ 2'o.c.

MAX w/ 3" ANCHOR EDGE DISTANCE

TO ANGLE.

WHERE ANGLE IS SHORTER THAN

2'-6": PROVIDE (2) ANCHORS w/ 3"

ANCHOR EDGE DISTANCE TO ANGLE.

CONCRETE WALL, SEE PLAN

L8x8x1/2x[LENGTH OF

OPENING IN CONCRETE

WALL - SEE ARCH]

B C D EA

A EDCB

Project No.:

Checked:

Drawn:

Date:

Scale:

HIGH FALLS

STATE PARK

365 ST PAUL ST ROCHESTER, NY

F

F

1617 JOHN F. KENNEDY BOULEVARD

SUITE 1900

PHILADELPHIA, PA 19103

TEL 215.440.0030

WWW.THEOLINSTUDIO.COM

OLIN PARTNERSHIP, LTD.

LANDSCAPE ARCHITECTURE

REVISION

KEY MAP

SEAL & STAMP

217 NORTH AURORA STREET,

SUITE 202,

ITHACA, NY 14850

TEL 607.216.8483

HTTPS://WWW.CTLANDARCH.COM/

CHIUTEN TROWBRIDGE

LANDSCAPE ARCHITECTS

LOCAL LANDSCAPE ARCHITECTURE

1215 E. FORT AVE,

STE. 24,

BALTIMORE, MD 21230

TEL 410.332.1009

HTTPS://WWW.GWWOINC.COM/

GWWO ARCHITECTS

ARCHITECTURE

295 MAIN STREET,

STE 200,

BUFFALO, NY 14203

TEL 716.856.3933

HTTPS://WWW.AZARDZN.COM/

AZAR DESIGN CO

SURVEYING, CIVIL ENGINEERING AND SITE STRUCTURAL ENGINEERING

255 EAST AVENUE,

ROCHESTER, NY 14604

TEL 585.512.2000

HTTPS://WWW.TYLIN.COM/

TYLIN GROUP

STRUCTURAL AND BRIDGE ENGINEERING

23 MECHANIC STREET,

SPRINGVILLE, NY 14141

TEL 716.592.3980

HTTPS://WWW.ENCORUS.COM/

ENCORUS GROUP

MECHANICAL, ELECTRICAL, PLUMBING ENGINEERING

120 WALKER STREET, 7E

NEW YORK, NEW YORK 10013

TEL 212.255.4463

HTTPS://WWW.LOBSINTL.COM/

L'OBSERVATOIRE

LIGHTING DESIGN

690 DELAWARE AVE,

BUFFALO, NEW YORK 14209

TEL 716.882.5476

HTTPS://WWW.LIRO.COM/

LIRO HILL

ENVIRONMENTAL ENGINEERING

4800 SPRINGFIELD AVENUE

PHILADELPHIA, PA 19143

TEL 215.454.6780

HTTPS://WWW.STUDIOLUDO.ORG/

STUDIO LUDO

PLAY DESIGN

PRIME CONSULTANT

SUB CONSULTANTS

CLIENT

655 THIRD AVENUE

4TH FLOOR

NEW YORK, NY 10017

EMPIRE STATE DEVELOPMENT

PHASE 1A

70 VANTAGE POINT DRIVE, SUITE 1

ROCHESTER, NY 14624

TEL 585.247.3471

HTTPS://WWW.TERRACON.COM/

TERRACON CONSULTANTS-NY, INC.

GEOTECHNICAL ENGINEERING AND SUBSURFACE INVESTIGATION

As indicated

/2

/2

:0 :0

P

M

A u to d e s k D o c s /2

H ig h F a ll

S ta te P a rk

/0 A

H

F S

P P

R

S tr u c t.

rv t

S411

FRAMING SECTIONS -

PAVILION &

RESTROOM

SM

NP

06/12/2026

3/4" = 1'-0"S411

1 SECTION

3/4" = 1'-0"S411

2 SECTION

1 1/2" = 1'-0"S411

15 TYPICAL CONCRETE PILASTER AT STEEL COLUMN

1" = 1'-0"S411

TYPICAL SUPPORT FOR HEAD OF MASONRY PARTITIONS

AT OPEN WEB JOIST AND ROOF DECK

1 1/2" = 1'-0"S411

4 SECTION

1 1/2" = 1'-0"S411

5 SECTION

1" = 1'-0"S411

6 TYP. STEEL JOIST ANGLE SEAT

NOTE:

FOUNDATION SIZES, REINFORCEMENT, AND OTHER ATTRIBUTES

INDICATED ON THE DRAWINGS ARE FOR ESTIMATING PURPOSES ONLY.

FINAL DESIGN AND DETAILING OF THE FOUNDATION COMPONENTS,

INCLUDING RETAINING WALLS, ARE AWAITING RECEIPT OF

GEOTECHNICAL INFORMATION.

3/4" = 1'-0"S411

7 WF BEAM-WF COLUMN FLANGE MOMENT CONNECTION

3/4" = 1'-0"S411

8 WF BEAM-WF COLUMN WEB MOMENT CONNECTION

3/4" = 1'-0"S411

9 SKEWED WF BEAM-WF COLUMN FLANGE CONNECTION

1 1/2" = 1'-0"S411

10 SIGNAGE ANCHOR SUPPORT PLATE

1 1/2" = 1'-0"S411

11 FOUNTAIN MOUNTING PLATE

1 1/2" = 1'-0"S411

12 SECTION

1 1/2" = 1'-0"S411

13 SECTION

1 1/2" = 1'-0"S411

14 SECTION

1 1/2" = 1'-0"S411

16 LINTEL DETAIL

No. Date Description

00 06/12/2026 BID PACKAGE

01 07/28/2026 ADDENDUM #1

Addendum #1 Page 193 of 193