CONSTRUCTION_PLANS_.pdf

STRUCTURAL DRAWING LIST

1. ALL NEW WORK AND WORK IN THE EXISTING STRUCTURE SHALL CONFORM TO THE 2022

CONNECTICUT STATE BUILDING CODE (INTERNATIONAL BUILDING CODE [IBC] 2021 AND

INTERNATIONAL EXISTING BUILDING CODE [IEBC] 2021 WITH AMENDMENTS) AND ITS APPLICABLE

REFERENCED STANDARDS (HEREIN REFERRED TO AS THE BUILDING CODE).

2. ALL REFERENCES TO THE CONTRACTOR IN THIS SET OF DRAWINGS REFER TO THE GENERAL

CONTRACTOR, CONSTRUCTION MANAGER, AND OTHER PARTY OR PARTIES RESPONSIBLE FOR

THE EXECUTION OF THE PROJECT.

3. ALL REFERENCES TO A PROFESSIONAL ENGINEER, STRUCTURAL ENGINEER, AND

GEOTECHNICAL ENGINEER IN THIS SET OF DRAWINGS REFERS TO A PROFESSIONAL ENGINEER

COMPETENT IN THE RESPECTIVE FIELD OF DESIGN WHO IS REGISTERED IN THE STATE IN

WHICH THE PROJECT IS LOCATED.

4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS AS THEY RELATE TO NEW CONSTRUCTION. REPORT ALL OBSERVATIONS AND ANY

DISCREPANCIES TO THE ENGINEER OF RECORD AS A REQUEST FOR INFORMATION (RFI)

BEFORE PROCEEDING WITH WORK.

5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT

METHOD OF SHORING AND BRACING THE STRUCTURE DURING ALL CONSTRUCTION PHASES.

ALL SHORING AND BRACING SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER ENGAGED BY

THE CONTRACTOR. SUBMIT AN OUTLINE OF PROPOSED PROCEDURE AND ITS IMPACT ON THE

BUILDING STRUCTURE FOR RECORD TO THE ENGINEER OF RECORD BEFORE PROCEEDING

WITH WORK.

6. THE EVALUATION OF THE STRUCTURE TO SAFELY SUPPORT ANY AND ALL CONSTRUCTION

LOADING (E.G. EQUIPMENT LOADS, TEMPORARY LOADS FROM DEBRIS AND MATERIAL

STORAGE) IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE HAS BEEN

DESIGNED FOR PERMANENT DEAD LOAD OF 280 PSF AND LIVE LOAD OF 250 PSF. THE

CONTRACTOR SHALL ENGAGE A STRUCTURAL ENGINEER TO EVALUATE PROPOSED

CONSTRUCTION LOADING AND TO DESIGN ALL TEMPORARY BRACING AND SHORING SYSTEMS

THAT MAY BE REQUIRED DUE TO THE CONTRACTOR'S MEANS AND METHODS AND SEQUENCE

OF CONSTRUCTION.

7. WHERE DETAILS FOR SPECIFIC CONDITIONS ARE NOT SHOWN ON THESE DRAWINGS, USE

DETAILS FOR THE MOST NEARLY SIMILAR CONDITIONS SHOWN ON THE STRUCTURAL

DRAWINGS AS DETERMINED BY THE STRUCTURAL ENGINEER OF RECORD. REPORT ANY

COORDINATION ISSUES IMMEDIATELY AS AN RFI FOR REVIEW.

8. COORDINATE WITH THE EXISTING, MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION SYSTEMS FOR LOCATIONS AND DIMENSIONS OF CHASES, OPENINGS, BEAM

PENETRATIONS, AND OTHER INFORMATION THAT IMPACTS STRUCTURE THAT IS NOT SHOWN

ON THESE DRAWINGS. INCLUDE ADDITIONAL FRAMING AND REINFORCEMENT FOR SUCH WORK

PER THE TYPICAL STRUCTURAL DETAILS ON THESE DRAWINGS IN BASE CONTRACT.

9. ALL WORK SHALL BE MONITORED AND INSPECTED BY AN INDEPENDENT TESTING AND

INSPECTIONS AGENCY HIRED BY THE OWNER TO CARRY OUT ALL REQUIRED TESTING AND

INSPECTION WORK. SUBMIT ALL TESTING AND INSPECTION REPORTS IN PDF FORMAT TO THE

ENGINEER OF RECORD FOR REVIEW.

10. STRUCTURAL MEMBERS SHALL NOT BE MODIFIED WITHOUT WRITTEN APPROVAL FROM THE

STRUCTURAL ENGINEER OF RECORD. ANY ANTICIPATED MODIFICATIONS TO THE

CONSTRUCTION DOCUMENTS MUST BE SUBMITTED TO THE ENGINEER OF RECORD AS AN RFI

FOR REVIEW AND COMMENT. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR,

THE CONTRACTOR SHALL PREPARE A SKETCH AND CALCULATIONS, PREPARED BY A

STRUCTURAL ENGINEER, DOCUMENTING THE PROPOSED CORRECTIVE ACTION AND SUBMIT IT

TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO PERFORMING ANY

CORRECTIVE WORK. WSP. CANNOT CERTIFY ANY UNAUTHORIZED DEVIATIONS FROM THE

CONSTRUCTION DOCUMENTS.

11. PRIOR TO REQUESTING A SITE VISIT BY WSP FOR OBSERVATION OF A COMPLETED STAGE OF

CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT A STATEMENT TO THE ENGINEER OF

RECORD THAT ALL WORK HAS BEEN COMPLETED IN CONFORMANCE WITH THE STRUCTURAL

CONTRACT DRAWINGS AND SHOP DRAWINGS WITHOUT EXCEPTION, OR HAS BEEN PERFORMED

WITH FORMAL WRITTEN EXCEPTIONS ORIGINATING FROM OR AUTHORIZED BY WSP.

12. PRIOR TO RELEASE OF THE FINAL PROJECT STATEMENT OF PROFESSIONAL OPINION TO THE

BUILDING OFFICIAL, WSP REQUIRES A LETTER FROM THE CONTRACTOR'S PROJECT EXECUTIVE

IN RESPONSIBLE CHARGE STATING THAT ALL WORK INDICATED ON THE STRUCTURAL

DRAWINGS HAS BEEN PERFORMED WITHOUT EXCEPTION OR WAS PERFORMED WITH FORMAL

WRITTEN EXCEPTIONS ORIGINATING FROM OR AUTHORIZED BY WSP. IN ADDITION, WSP

REQUIRES A LETTER FROM THE PRINCIPAL OF THE TESTING AND INSPECTIONS AGENCY

CERTIFYING THAT ALL TESTING AND INSPECTIONS WORK HAS BEEN COMPLETED IN

CONFORMANCE WITH THE PROJECT STATEMENT OF SPECIAL INSPECTIONS AND THAT ALL

STRUCTURAL NONCONFORMANCE CONDITIONS FOUND HAVE BEEN BROUGHT INTO

CONFORMANCE WITH THE PROJECT STRUCTURAL REQUIREMENTS PRIOR TO PROJECT

COMPLETION.

13. THE TRADE CONTRACTORS SHALL SUBMIT SHOP AND ERECTION DRAWINGS AS WELL AS

PRODUCT DATA (COLLECTIVELY KNOWN HEREIN AS "SHOP DRAWINGS") FOR REVIEW PRIOR TO

PROCEEDING WITH FABRICATION AND/OR CONSTRUCTION.

a. THE SHOP DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH THE LATEST EDITION OF

THE CODE OF STANDARD PRACTICE FOR EACH RESPECTIVE TRADE IN CONJUNCTION WITH

ADDITIONAL SHOP DRAWING REQUIREMENTS INDICATED ON THESE DRAWINGS.

b. ALL SHOP DRAWINGS SHALL BE FULLY DEVELOPED BY THE TRADE CONTRACTORS OR BY

AGENTS OF THE CONTRACTORS. CAD FILES, PHOTOCOPIES, OR OTHER REPRODUCTIONS

OF THE CONTRACT DRAWINGS IN WHOLE OR IN PART SHALL NOT BE USED BY THE TRADE

CONTRACTORS OR THEIR AGENTS FOR THE PREPARATION AND DEVELOPMENT OF SHOP

DRAWINGS WITHOUT THE EXPRESSED WRITTEN CONSENT OF WSP.

c. ALL SUBMITTALS SHALL BE IN UNLOCKED PDF FORMAT WITH SEARCHABLE TEXT.

14. ALL 3D VIEWS INCLUDED ON THE STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY. THE 3D

VIEWS ONLY SHOW BASIC STRUCTURAL ELEMENTS; THEY DO NOT INCLUDE DETAILS SUCH AS

EXTERIOR RAMPS AND STAIRS, SLAB AND ROOF PITCHES, OR SPECIFIC STRUCTURAL DETAILS.

REFER TO ALL PLANS, DETAIL SHEETS, AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL

INFORMATION. DO NOT SCALE OFF OF THESE DRAWINGS.

15. DO NOT SCALE OFF OF THESE DRAWINGS.

16. THIS PRICING SET OF DRAWINGS IS BEING PROVIDED FOR PRELIMINARY MAJOR STRUCTURAL

PRICING PURPOSES ONLY. THESE DRAWINGS ARE NOT TO BE USED FOR CONSTRUCTION OR

BIDDING PURPOSES. WHILE THESE DRAWINGS CAN BE USED TO OBTAIN A GENERAL

UNDERSTANDING OF THE STRUCTURAL SYSTEMS INVOLVED, OMISSIONS AND

INCONSISTENCIES BETWEEN SHEETS AND BETWEEN DIFFERENT TRADES WILL EXIST.

A. GENERAL

B. EXISTING CONDITIONS

1. EXISTING CONDITIONS ON THESE DRAWINGS ARE ASSUMED BASED ON LIMITED VISUAL

OBSERVATIONS AND LASER SCANNING OF THE EXISTING STRUCTURE AND SHALL BE VERIFIED

IN THE FIELD BY THE CONTRACTOR PRIOR TO COMMENCING WITH WORK.

2. THE CONTRACTOR SHALL CARRY CONTINGENCY IN PRICING FOR DIFFERENCES IN CONDITIONS

SHOWN, INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING CONDITIONS

b. DIFFERENT FOUNDATION CONDITIONS AND/OR OBSTRUCTIONS

c. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

d. ENCOUNTERED SITE CONDITIONS.

e. ADDITIONAL FRAMING TO SUPPORT MECHANICAL EQUIPMENT, PENETRATIONS DUE FINAL

COORDINATION WITH M.E.P. AND OTHER DRAWINGS.

3. LIMITED VISUAL OBSERVATIONS OF THE EXISTING STRUCTURE WERE PERFORMED IN THE FIELD

FROM BELOW, HOWEVER, MOST OF THE EXISTING FRAMING WAS CONCEALED AND COULD NOT

BE VIEWED. THE CONTRACTOR MUST INCLUDE ADEQUATE CONTINGENCY FOR REPAIRS TO

EXISTING DAMAGED OR INADEQUATE STRUCTURAL CONDITIONS DISCOVERED DURING

CONSTRUCTION.

4. IF THE CONTRACTOR DEEMS IT NECESSARY TO MODIFY OR REMOVE ANY PORTION OF THE

EXISTING STRUCTURE IN ORDER TO PERFORM THE WORK DESCRIBED WITHIN THE CONTRACT

DOCUMENTS, THEN SUCH PORTIONS OF THE STRUCTURE SHALL BE REPAIRED OR REPLACED

WITH EQUAL MATERIALS AND DETAILS TO MATCH THE EXISTING CONDITIONS AT NO ADDITIONAL COST TO THE OWNER; THIS WORK SHALL BE INCLUDED IN THE BASE PRICE OF THE CONTRACT.

5. WHERE DISCREPANCIES BETWEEN THE DESIGN DRAWINGS AND FIELD CONDITIONS ARE

FOUND, OR EXISTING STRUCTURAL MEMBERS AND CONNECTIONS ARE FOUND TO BE DAMAGED

OR DETERIORATED TO A DIMINISHED CAPACITY AND ARE NOT SHOWN ON THESE DRAWINGS,

THE CONTRACTOR SHALL SUBMIT DETAILED SKETCHES OF THE EXISTING CONDITIONS TO THE

ARCHITECT/ENGINEER FOR REVIEW PRIOR TO COMMENCING WITH WORK. MODIFICATIONS TO

CURRENT DETAILS OR ADDITIONAL NEW DETAILS MAY BE REQUIRED BASED ON THE ACTUAL

FIELD CONDITIONS.

6. EXISTING FRAMING MEMBERS SHOWN ON THESE DRAWINGS ARE DESIGNATED BY THEIR

NOMINAL SIZE, UNLESS NOTED OTHERWISE. ACTUAL MEMBER SIZES SHALL BE VERIFIED IN THE

FIELD.

7. THE EVALUATION OF THE EXISTING STRUCTURE TO SAFELY SUPPORT ANY AND ALL

CONSTRUCTION LOADING (E.G. EQUIPMENT LOADS, TEMPORARY LOADS FROM DEBRIS AND

MATERIAL STORAGE) IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. THE DESIGN TEAM

HAS EVALUATED THE EXISTING STRUCTURE, AFTER IMPLEMENTATION OF THE STRUCTURAL

ALTERATIONS SHOWN ON THE DRAWINGS, FOR THE PERMANENT DEAD LOADS AND UNIFORM

LIVE LOADS INDICATED ON THE STRUCTURAL DRAWINGS ACCORDING TO THE REQUIREMENTS

OF THE BUILDING CODE. THE CONTRACTOR SHALL OBTAIN COPIES OF THE ORIGINAL

STRUCTURAL DRAWINGS FOR THE BUILDING AND ANY ADDITIONS AND ALTERATIONS (IF

AVAILABLE), AND SHALL ENGAGE A LICENSED STRUCTURAL ENGINEER TO EVALUATE THE

PROPOSED CONSTRUCTION LOADING ON THE EXISTING STRUCTURE AND TO DESIGN ALL

TEMPORARY BRACING AND SHORING SYSTEMS THAT MAY BE REQUIRED DUE TO THE

CONTRACTOR'S MEANS AND METHODS AND SEQUENCE OF CONSTRUCTION.

C. ENGINEERING REQUIREMENTS FOR THE CONTRACTOR

1. THE DESIGN OF ALL ENGINEERED SYSTEMS NOTED IN THIS SECTION, INCLUDING

CONNECTIONS OF EACH SYSTEM TO THE MAIN BUILDING STRUCTURE, ARE THE

RESPONSIBILITY OF THE CONTRACTOR. ALL ENGINEERED SYSTEMS SHALL CONFORM TO THE

BUILDING CODE AND SHALL BE PERFORMED BY AN INDEPENDENT STRUCTURAL ENGINEER

ENGAGED BY THE CONTRACTOR.

2. THE FOLLOWING ENGINEERED SYSTEMS ARE REQUIRED FOR THIS PROJECT. CALCULATIONS

AND SHOP DRAWINGS, BOTH SIGNED AND STAMPED BY A PROFESSIONAL ENGINEER ENGAGED

BY THE CONTRACTOR, ARE REQUIRED TO BE SUBMITTED FOR RECORD ONLY TO THE

ARCHITECT AND ENGINEER FOR EACH RESPECTIVE ENGINEERED SYSTEM BELOW.

A. CONCRETE SHORING AND FORMWORK - SHORING AND FORMWORK SHALL BE DESIGNED

SUCH THAT ALL EFFECTED SLABS, BEAMS, GIRDERS, COLUMNS AND WALLS ARE SHORED

TO THE TUNNEL FLOOR PAVEMENT (ALIGNED WITH THE EXISTING PLENUM WALLS) OR

FOUNDATIONS, UNTIL ALL DEAD LOAD IS APPLIED TO THE SLABS, BEAMS AND GIRDERS.

B. UTILITY SUPPORT - SUPPORT OF EXISTING UTILITIES SHALL BE PROVIDED UNTIL NEW

CONCRETE HAS ACHIEVED REQUIRED DESIGN STRENGTH.

D. STRUCTURAL DEMOLITION

1. ALL DEMOLITION WORK SHALL BE IN CONFORMANCE WITH THE BUILDING CODE AND ITS

APPLICABLE REFERENCED STANDARDS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND

DIMENSIONS AS THEY RELATE TO DEMOLITION AND NEW CONSTRUCTION. WHERE

DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS ARE ENCOUNTERED,

DEMOLITION SHALL NOT PROCEED WITHOUT WRITTEN APPROVAL FROM THE

ARCHITECT/ENGINEER OF RECORD.

3. ALL BIDDERS SHALL VISIT THE SITE TO BECOME FAMILIAR WITH THE EXISTING BUILDING, RELATED ACCESS LIMITATIONS FOR PERSONNEL AND EQUIPMENT, AND OTHER POTENTIAL

CONSTRUCTION COORDINATION ISSUES. DISCREPANCIES, OMISSIONS, OR VARIATIONS FROM

CONDITIONS NOTED ON THE STRUCTURAL DRAWINGS AND IN THE SPECIFICATIONS THAT ARE

DISCOVERED DURING THE BIDDING PERIOD SHALL BE IMMEDIATELY REPORTED TO THE

ARCHITECT/ENGINEER OF RECORD AS A REQUEST FOR INFORMATION (RFI).

4. ONLY DEMOLITION OF STRUCTURAL ELEMENTS IS SHOWN ON THE STRUCTURAL CONTRACT

DRAWINGS. DEMOLITION OF ADDITIONAL NONSTRUCTURAL ELEMENTS REQUIRED TO

DEMOLISH AND REMOVE THE STRUCTURAL ELEMENTS INDICATED SHALL BE COORDINATED

WITH THE ARCHITECT. IN GENERAL, NO COLUMNS, WALLS, BRACES, OR OTHER LOAD-

BEARING VERTICAL STRUCTURAL ELEMENTS SHALL BE REMOVED AS PART OF THIS

DEMOLITION UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS.

5. IT IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR A SAFE AND

EFFICIENT METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING ALL DEMOLITION

AND CONSTRUCTION PHASES. NOTE THAT TEMPORARY BRACING IS REQUIRED FOR ALL

COLUMNS AND WALLS TO REMAIN WHERE INTERCONNECTED FRAMING MEMBERS (SUCH AS

BEAMS, GIRDERS, DIAGONAL BRACES, OR SLABS) ARE TO BE REMOVED.

6. THE CONTRACTOR SHALL ENGAGE A STRUCTURAL ENGINEER TO PROVIDE STAMPED AND

SIGNED STRUCTURAL CALCULATIONS AND DRAWINGS FOR ALL TEMPORARY SHORING AND

BRACING SYSTEMS, AS WELL AS AN ANALYSIS OF ANY TEMPORARY LOADS THAT THE

CONTRACTOR CHOOSES TO IMPOSE UPON THE EXISTING STRUCTURE (SEE SECTION

REGARDING ENGINEERING REQUIREMENTS FOR CONTRACTOR). THE CONTRACTOR SHALL

PROVIDE ALL ADDITIONAL SHORING, FLOOR REINFORCEMENT, AND OTHER MEASURES AS

REQUIRED TO SUPPORT SUCH TEMPORARY LOADS. ALL SHORING SHALL BE PLACED

CONTINUOUS DOWN TO FOUNDATIONS. SUBMIT A DETAILED PLAN OF DEMOLITION AND

SHORING, STAMPED BY THE SAME STRUCTURAL ENGINEER, FOR RECORD.

7. DEMOLITION WORK SHALL BE PERFORMED IN SUCH A MANNER AS TO PRESERVE THE

INTEGRITY OF ALL ADJACENT STRUCTURAL AND NONSTRUCTURAL BUILDING ELEMENTS.

WHERE NECESSARY, PRECUT CONNECTIONS TO STRUCTURAL ELEMENTS TO REMAIN IN

ORDER TO AVOID DAMAGE DURING REMOVAL OF CONNECTED MEMBERS. ANY DAMAGE TO

EXISTING ELEMENTS AND FINISHES TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT

THEIR OWN EXPENSE.

8. WHERE EXISTING CONCRETE SLABS AND OTHER FLOOR SYSTEMS INTEGRATED WITH THE

WALL CONSTRUCTION ARE TO BE REMOVED, SAWCUT EXISTING SLABS ALL ALONG EXISTING

WALLS TO REMAIN PRIOR TO PROCEEDING WITH DEMOLITION IN ORDER TO MINIMIZE

VIBRATION TRANSMISSION THROUGH SLABS INTO WALLS DURING DEMOLITION PROCESS.

ENSURE EXISTING SLABS AND WALLS ARE ADEQUATELY SHORED AND BRACED PRIOR TO

SAWCUTTING.

E. CONTRACTOR QUALITY ASSURANCE REQUIREMENTS

1. THE CONTRACTOR SHALL COORDINATE SCHEDULE OF CONSTRUCTION TO ALLOW

FOR ALL TESTS AND INSPECTIONS TO TAKE PLACE.

2. THE FOLLOWING QUALITY ASSURANCE TESTS AND INSPECTIONS SHALL BE

PERFORMED FOR CAST-IN-PLACE CONCRETE:

a. TEST CONCRETE COMPRESSIVE STRENGTH (ASTM C31 AND C39), SLUMP

(ASTM C143), AIR CONTENT (ASTM C231 OR C173), AND TEMPERATURE (ASTM

C1064).

b. CAST AND LABORATORY CURE SIX STANDARD CYLINDER SPECIMENS FOR

EACH COMPOSITE SAMPLE AND PERFORM COMPRESSION TESTS PER

ASTM C 31/C 31M.

3. TESTING FREQUENCY: OBTAIN AT LEAST ONE SAMPLE FOR EACH 50 CU. YD. OR

FRACTION THEREOF OF EACH CONCRETE MIXTURE PLACED EACH HALF DAY.THE

FOLLOWING QUALITY ASSURANCE TESTS AND INSPECTIONS SHALL BE

PERFORMED FOR MASONRY:

a. LEVEL C QUALITY ASSURANCE PER TMS 602/ACI 530.1/ASCE 6 "SPECIFICATION

FOR MASONRY STRUCTURES".

F. CONCRETE

1. ALL CONCRETE WORK SHALL BE IN CONFORMANCE WITH THE BUILDING CODE AND ACI 318 AND

301 REQUIREMENTS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, PROPORTIONING OF

CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE, AND CURING PROCEDURES.

2. WHERE CONCRETE STRENGTH IS NOT SPECIFICIED, PROVIDE A MINIMUM COMPRESSIVE

STRENGTH, f'c OF 4,000PSI.

3. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS:

a. REINFORCING BARS: ASTM A615 (Fy=60 KSI, MIN.)

b. WELDED WIRE REINFORCEMENT: ASTM A1064 (Fy=60 KSI, MIN.)

c. REINFORCING BARS TO BE WELDED: ASTM A615 OR ASTM A706 (Fy=60 KSI, MIN.)

d. EPOXY-COATED REINFORCING BARS: ASTM A775 OR ASTM A934

e. EPOXY-COATED WELDED WIRE REINFORCEMENT: ASTM A884

4. ALL STIRRUPS AND TIES SHALL BE CLOSED TYPE AND ALL HOOKS SHALL BE STANDARD 90°

TYPE, UNLESS OTHERWISE NOTED.

5. WHERE NO REINFORCEMENT IS INDICATED FOR CONCRETE SLABS AND WALLS, PROVIDE A

MINIMUM #4 @ 12" O.C. CONTINUOUS EACH WAY, TOP AND BOTTOM (OR EACH FACE OF WALL).

6. PROVIDE CORNER BARS AT ALL CORNERS AND INTERSECTIONS MATCHING HORIZONTAL

REINFORCEMENT WITH 2'-6" MINIMUM LAPS.

7. PROVIDE A MINIMUM OF 1-#5 SUPPORT BAR AT ALL STIRRUP BENDS WHERE PRIMARY BARS DO

NOT EXIST.

8. SET AND TIE ALL REINFORCEMENT, ANCHOR BOLTS, AND CAST-IN AND EMBEDDED ITEMS PRIOR

TO PLACING CONCRETE. SETTING OF DOWELS AND REINFORCEMENT INTO WET CONCRETE

SHALL NOT BE ALLOWED.

9. REINFORCING LAP SPLICES SHALL BE IN ACCORDANCE WITH ACI-318 FOR TENSION LAP

SPLICES, CLASS B, UNLESS NOTED OTHERWISE. SEE DRAWINGS FOR SPECIAL LAP SPLICE

INSTRUCTIONS AT FOUNDATION WALLS AND GRADE BEAM/PILE CAP INTERSECTIONS.

10. IN SLABS AND BEAMS, LAP SPLICE CONTINUOUS BOTTOM REINFORCEMENT ONLY AT SUPPORT

LOCATIONS AND CONTINUOUS TOP REINFORCEMENT ONLY AT CENTERS OF SPANS, UNLESS

NOTED OTHERWISE. PROVIDE STANDARD HOOK FOR TOP BARS AT ALL DISCONTINUOUS ENDS

AND SUPPORTS.

11. DETAILING OF REINFORCEMENT SHALL BE ACCORDING TO THE LATEST EDITION OF THE ACI 315

"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES".

PROVIDE BAR SUPPORTS, SPACERS, AND ACCESSORIES RECOMMENDED IN THE LATEST

EDITION OF THE ACI DETAILING MANUAL, PUBLICATION SP-66. ALL ACCESSORIES IN CONTACT

WITH EXPOSED SURFACES SHALL BE PLASTIC-COATED. PROVIDE SCHEDULE OF ALL

ACCESSORIES WITH SHOP DRAWINGS FOR REVIEW.

12. CONCRETE SHALL MEET THE FOLLOWING MINIMUM PERCENTAGES OF ITS 28 DAY

COMPRESSIVE STRENGTH (f'c) PRIOR TO REMOVING FORMS AND/OR SHORES:

a. ALL CONCRETE EXCEPT AS NOTED BELOW ..................................... 40%

b. BEAM BOTTOMS (IF SHORED) .............................................................. 70%

c. FLOOR SYSTEMS .................................................................................... 80%

13. UNLESS NOTED OTHERWISE, PROVIDE REINFORCEMENT COVER PER THE TABLE AT THE END

OF THIS SECTION.

14. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS, EXCEPT

WHERE SPECIFICALLY INDICATED. VERTICAL CONSTRUCTION JOINTS AND STOPS IN THE

CONCRETE WORK SHALL BE MADE AT MIDSPAN. ALL REINFORCEMENT SHALL BE CONTINUOUS

THROUGH VERTICAL CONSTRUCTION JOINTS.

15. PROVIDE SAWCUT JOINTS IN ALL SLABS ON GRADE USING AN EARLY-ENTRY SAW WITHIN 4

HOURS OF PLACEMENT. PROVIDE SAWCUTS @ 10'-0" O.C. MAX., UNLESS NOTED OTHERWISE.

16. PLACE ALL SLABS PER ACI 301 AND ACI 302.1 SPECIFICATIONS.

17. WHERE NECESSARY DUE TO CONGESTION OF REINFORCEMENT, CONTRACTOR SHALL PROVIDE

MECHANICAL BAR COUPLERS AND BAR TERMINATORS IN LIEU OF LAP SPLICES AND HOOKED

ENDS PER ACI REQUIREMENTS. THE CONTRACTOR SHALL INCLUDE THE COST OF SUCH

MECHANICAL ACCESSORIES IN BASE CONTRACT.

18. ALL CONCRETE TEST CYLINDERS FOR CONCRETE COMPRESSIVE TESTING SHALL BE PREPARED

PER ACI REQUIREMENTS AND APPLICABLE ASTM STANDARDS.

19. ALL CONCRETE MIX DURATION TIMES SHALL BE LESS THAN 90 MINUTES.

20. ALL CONCRETE MUST BE PLACED FROM A HEIGHT NOT GREATER THAN 4'-0" ABOVE ITS FINAL

POSITION.

21. ADDITIONAL REQUIREMENTS FOR CONCRETE EXPOSED TO VEHICULAR TRAFFIC OR WEATHER

(NOTED HEREIN AS TRAFFIC AREAS) SHALL BE AS FOLLOWS:

a. ALL TRAFFIC AREAS SHALL INCLUDE PROVISIONS FOR ADEQUATE DRAINAGE. THE SLOPE

OF SLABS SHALL BE CONSTRUCTED IN SUCH A MANNER THAT THE WATER FLOWS IN THE

DESIRED DIRECTION WITHOUT PONDING, WITH A MINIMUM SLOPE OF 2%. WATER FLOW

SHALL BE UNOBSTRUCTED BY ISLANDS, CURBS, AND OTHER FEATURES. WHERE A SLOPE

IS NOT INDICATED ON THESE DRAWINGS, AVERAGE ELEVATIONS ARE GIVEN. THE 2%

MINIMUM PITCH MUST BE MAINTAINED.

b. ALL SLAB REINFORCEMENT AT TRAFFIC AREAS SHALL BE EPOXY COATED WITH A 1 1/2"

MINIMUM COVER.

c. ALL COLUMN AND WALL REINFORCEMENT WITHIN THE TRAFFIC AREAS SHALL BE EPOXY

COATED EXCEPT REINFORCEMENT ON UNEXPOSED FACES MAY BE UNCOATED.

d. PROVIDE A CORROSION INHIBITING ADMIXTURE, GRACE DCI OR APPROVED EQUAL, 3

GALLONS PER CUBIC YARD, TO ALL CONCRETE IN TRAFFIC AREAS.

e. PROVIDE A MAXIMUM WATER/CEMENT RATIO, W/C = 0.40 FOR ALL TRAFFIC AREA CONCRETE.

f. PROVIDE A WATERPROOF HEAVY-DUTY, FLUID-APPLIED, MULTI-LAYER ELASTOMERIC

POLYURETHANE TRAFFIC-BEARING MATERIAL WITH INTEGRAL NONSKID TRAFFIC TOPPING

AT ALL ELEVATED SLABS AT TRAFFIC AREAS.

g. PROVIDE AN APPROVED CONCRETE SEALER (SIKA 701W OR APPROVED EQUAL) AT ALL

SLABS ON GRADE IN TRAFFIC AREAS.

h. PROVIDE AN APPROVED CONTINUOUS POLYURETHANE WATER-PROOFING

COATING (SIKA FLOOR 450/455 OR APPROVED EQUAL AT ALL JOINTS BETWEEN ELEVATED

SLABS AND VERTICAL SURFACES (SUCH AS CONCRETE PIERS AND CONCRETE FOUNDATION

WALLS) IN TRAFFIC AREAS.

22. SUBMIT PROPOSED MIX DESIGN OF EACH CONCRETE TYPE AND REINFORCING SHOP

DRAWINGS FOR REVIEW.

MINIMUM REINFORCEMENT COVER

CONCRETE EXPOSURE REINFORCEMENT MINIMUM COVER1

ALL ALL

ALL

SLABS AND

WALLS

NO. 6 THROUGH

NO. 18 BARS

NO. 14 AND

NO. 18 BARS

MEMBER

3 INCHES

2 INCHES

1-1/2 INCHES

CAST AGAINST AND

PERMANENTLY IN

CONTACT WITH GROUND

EXPOSED TO WEATHER

OR IN CONTACT WITH

GROUND

NOT EXPOSED TO

WEATHER OR IN

CONTACT WITH GROUND

NO. 5 BAR, W31

OR D31 WIRE,

AND SMALLER

1-1/2 INCHES

NO. 11 BAR

AND SMALLER

PRIMARY

REINFORCEMENT,

STIRRUPS, TIES,

SPIRALS, AND HOOPS

BEAMS,

COLUMNS,

PEDESTALS, AND

TENSION TIES

3/4 INCH

1-1/2 INCHES

NOTES:

1. MINIMUM COVER IS INDICATED IN THIS TABLE. SEE STRUCTURAL DETAILS FOR

LOCATIONS WHERE GREATER COVER IS REQUIRED.

G. STRUCTURAL MASONRY

1. ALL MASONRY WORK SHALL CONFORM TO THE BUILDING CODE AS WELL AS THE BUILDING

CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES (TMS 402/ACI

530/ASCE 5, AND TMS 602/ACI 530.1/ASCE 6) AND COMPANION COMMENTARIES AS WELL AS

THE STANDARDS OF THE NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA). THIS SHALL

INCLUDE, BUT NOT BE LIMITED TO, ERECTION, GROUT PLACEMENT, CURING, AND WEATHER

PROTECTION.

2. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C-90 WITH THE STRENGTH OF

UNITS AND MORTAR BEING SUCH THAT THE (f'm) VALUES INDICATED ARE SATISFIED.

3. ALL MORTAR SHALL CONFORM TO ASTM C-270, TYPE (M) OR (S). ALL GROUT SHALL CONFORM TO ASTM C-476. MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE f'c = 3000 PSI, U.N.O.

4. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE MASONRY SHALL BE f'm=1500 PSI, UNLESS

NOTED OTHERWISE.

5. ALL REINFORCING STEEL SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS:

a. REINFORCING BARS: ASTM A615 (Fy=60 KSI, MIN.)

b. WIRE JOINT REINFORCEMENT: ASTM A951 (Fy=70 KSI, MIN.)

c. REINFORCING BARS TO BE WELDED: ASTM A615 AND A706 (Fy=60 KSI, MIN.)

6. PROVIDE GALVANIZED "LADDER TYPE" STANDARD WEIGHT (9 GA.) HORIZONTAL JOINT

REINFORCEMENT AT 16" O.C. VERTICALLY, UNLESS NOTED OTHERWISE.

7. MINIMUM CMU WALL REINFORCEMENT SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:

A. VERTICAL REINFORCEMENT: #6 @ 24" O.C. (MAXIMUM)

B. HORIZONTAL REINFORCEMENT: (2) #4 @ 4'-0" O.C. (MAXIMUM)

8. PROVIDE ADDITIONAL CONTINUOUS BOND BEAMS WITH (2) #5 CONTINUOUS AT ALL FLOOR

LEVELS, COURSES TO RECEIVE CAST-IN OR POST-INSTALLED ANCHORS, TOPS OF ALL CMU

WALLS, AND AT MID-HEIGHT BETWEEN EACH FLOOR LEVEL. BOND BEAM VERTICAL SPACING

SHALL NOT EXCEED 4'-0" O.C., U.N.O.

9. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT JAMBS OF ALL WALL OPENINGS, ENDS

OF WALL, AND STEEL BEAM OR ANGLE BEARING LOCATIONS. MINIMUM REINFORCEMENT

SHALL BE (2) VERTICAL BARS TO MATCH WALL REINFORCEMENT, U.N.O.

10. PROVIDE STANDARD LAP SPLICES FOR VERTICAL AND HORIZONTAL REINFORCEMENT, WITH A

SPLICE LENGTH NOT LESS THAN (48) BAR DIAMETERS. PROVIDE MECHANICAL COUPLERS,

CAPABLE OF DEVELOPING 150% OF THE TENSILE STRENGTH OF THE REINFORCING BAR, FOR

#7 AND LARGER VERTICAL REINFORCING BARS TO MINIMIZE CONGESTION OF

REINFORCEMENT WHERE MINIMUM REINFORCEMENT COVER CANNOT BE MAINTAINED.

11. PROVIDE MATCHING DOWELS INTO FOUNDATION WALLS AT ALL VERTICAL REINFORCEMENT

LOCATIONS - SEE TYPICAL DETAILS.

12. ALL BOND BEAMS, REINFORCED CELLS, AND CELLS BELOW GRADE SHALL BE GROUTED

SOLID.

13. ALL MASONRY WORK SHALL BE MONITORED AND INSPECTED BY AN INDEPENDENT TESTING

AGENCY. SUBMIT FIELD REPORTS FOR REVIEW. PROVIDE "LEVEL C" QUALITY ASSURANCE,

INCLUDING CONTINUOUS MONITORING OF GROUTING OPERATIONS AND ALL REQUIRED

PRISM TESTS, PER TMS 602/ACI 530.1/ASCE 6.

14. SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW.

ISSUED FOR PERMIT

MARCH 18, 2025

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S0.0

B2305503.000

RAB

GENERAL

STRUCTURAL

NOTES

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

S0.0 GENERAL STRUCTURAL NOTES

S1.0 EXISTING PLANS

S1.1 DEMOLITION PLANS

S1.2 NEW WORK PLANS

S2.0 SECTIONS ALONG LINE 7

S2.1 SECTIONS ALONG LINE 7

S2.2 SECTIONS ALONG LINE 7

S2.3 SECTIONS ALONG LINE 7 & CORBEL DETAILS

S3.0 SECTIONS ALONG LINE 13

S3.1 SECTIONS ALONG LINE 13

S3.2 SECTIONS ALONG LINE 13

S4.0 TYPICAL CONCRETE REPAIR DETAILS

S4.1 TYPICAL CONCRETE REPAIR DETAILS

S4.2 TYPICAL CONCRETE REPAIR DETAILS

S5.1 WATERPROOFING DETAILS

3-18-2025

ZShapiro Rectangle

ZShapiro Line

ZShapiro Line

ZShapiro Line

ZShapiro Line

ZShapiro Line

Vh

Th

S

S2.2

S2.2

S2.0

S2.1

S3.0

S3.1

S3.2

S3.2

EXIST. SIDEWALK, TYP.

EXIST. STEEL

GRATING, TYP.

EXIST. PAVEMENT

EXIST. LOADING DOCK

EXIST. CONC. COLUMN

EXIST. CMU WALL

EXIST. CONC.

COLUMN

EXIST. REINF.

CONC. WALL

'-0

'-0

EXIST. SIDEWALK

EXIST. CONC.

COLUMN

EXIST. CONC. COLUMN

'-6

/8

8'

-1

'-6

/4

'-0

'-0

/2

'-1

/4

/4

'-0

'-1

/8

'-1

/2

/8

'-9

/8

11' - 7 9/16" ±

9' - 3 9/16" ±

VARIES

PLENUM WALLS BELOW

± 2'-0" ± 2'-0"

'-6

/4

± 10 1/4"

3' - 8" ±

TOP OF MAT

FOUNDATION (BELOW)

Vh

Th

S

S2.2

S2.2

S2.0

S2.1

S3.0

S3.1

S3.2

S3.2

EXIST. REINF. CONC.

BEAMS & SLABS

EXIST. REINF. CONC.

BEAMS & SLABS

'-0

DETERIORATED

REINF. CONC.

BEAM

DETERIORATED

REINF. CONC.

BEAM

DETERIORATED

REINF. CONC. BEAM,

CORBEL & COLUMN DETERIORATED REINF.

CONC. CORBEL &

COLUMN

S2.3

_____________________ 1

S2.3

_____________________SIM.

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

NOTES REGARDING 3D VIEWS

ALL 3D VIEWS ARE FOR REFERENCE ONLY. THE 3D VIEWS ONLY SHOW

BASIC STRUCTURAL ELEMENTS; THEY DO NOT NECESSARILY INCLUDE

ALL DETAILS SUCH AS RAMPS, STAIRS, SLAB AND ROOF PITCHES, OR

SPECIFIC STRUCTURAL DETAILS. REFER TO ALL PLANS, DETAIL SHEETS,

AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. DO NOT SCALE

OFF THIS DRAWING.

ISSUED FOR PERMIT

MARCH 18, 2025

Vh

Th

S

S2.2

S2.2

S2.0

S2.1

S3.0

S3.1

S3.2

S3.2

'-0

'-0

± 16'-4"

EXIST. CONCRETE SIDEWALK

w/ STENCILED PATTERN

EXIST. CONCRETE DRIVE-THRU w/

STENCILED PATTERN

EXIST.

CURTAINWALL

SYSTEM

EXIST REINF.

CONC. COLUMN w/

ARCHITECTURAL

FINISH, TYP.

VARIES

VARIES

S2.3

EXIST. CONCRETE SIDEWALK

w/ STENCILED PATTERN

VARIES

VARIES

VARIES

S2.3

SIM.

EXIST. CONC. w/

STENCILED PATTERN

EXIST. PLAIN CONC. OVER

PLASTIC SHEETING, 1-1/2"

SAND, 1-1/2" CONC.

TOPPING SLAB

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

1/4" = 1'-0"

S1.0

B2305503.000

RAB

EXISTING PLANS

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

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

TUNNEL LEVEL PLAN - EXISTING

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

FIRST FLOOR FRAMING PLAN - EXISTING

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

FIRST FLOOR PLAN - EXISTING

N.T.S.

3D EXISTING TUNNEL LEVEL

N.T.S.

3D EXISTING FIRST FLOOR LEVEL

N.T.S.

3D VIEW AT LOADING DOCK

3-18-2025

Th

S

6 13

S2.0

S2.1

S2.2

S2.2

S3.0

S3.1

S3.2

PORTION OF CMU

WALL TO BE

DEMOLISHED TO

ALLOW FOR

COLUMN REPAIRS

PORTION OF CMU

WALL TO BE

DEMOLISHED TO

ALLOW FOR

COLUMN REPAIRS

Vh

Th

S

6 13

S2.0

_____________________ 2

S2.1

S2.2

S2.2

S3.0

S3.1

S3.2

DEMO REINF.

CONC. BEAMS

& SLABS

DEMO REINF.

CONC. BEAMS

& SLABS

DEMO EXIST.

CORBEL FLUSH

TO COL. FACE

CHIP AWAY

LOOSE CONC. @

CORBEL & COL.

S2.3

VERIFY

CONDITION OF

EXIST. BEAMS

VERIFY

CONDITION OF

EXIST. BEAMS

S2.3

_____________________SIM.

AT LEAST 12" LENGTH OF

EXIST. BEAM TOP & BTM.

REINF. TO REMAIN FOR

CONNECTION OF NEW REINF.

KEEP SLOPED WALL

AT LEAST 12" LENGTH OF

EXIST. BEAM TOP & BTM.

REINF. TO REMAIN FOR

CONNECTION OF NEW REINF.

KEEP SLOPED WALL

AT LEAST 12" LENGTH OF

EXIST. BEAM TOP & BTM.

REINF. TO REMAIN FOR

CONNECTION OF NEW REINF.

AT LEAST 12" LENGTH OF

EXIST. BEAM TOP & BTM.

REINF. TO REMAIN FOR

CONNECTION OF NEW REINF.

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

NOTES REGARDING 3D VIEWS

ALL 3D VIEWS ARE FOR REFERENCE ONLY. THE 3D VIEWS ONLY SHOW

BASIC STRUCTURAL ELEMENTS; THEY DO NOT NECESSARILY INCLUDE

ALL DETAILS SUCH AS RAMPS, STAIRS, SLAB AND ROOF PITCHES, OR

SPECIFIC STRUCTURAL DETAILS. REFER TO ALL PLANS, DETAIL SHEETS,

AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. DO NOT SCALE

OFF THIS DRAWING.

Vh

Th

S

S2.0

S2.1

S2.2

S2.2

S3.0

S3.1

S3.2

S3.2

'-0

'-0

± 16'-4"

DEMO PORTION OF SIDEWALK,

TOPPING SLAB AS REQ'D. TO

PROVIDE ACCESS FOR NEW

REINF. CONC BEAM (BELOW)

S2.3

3' - 1" ± 3' - 6" ± 3' - 6" ± 3' - 1" ±

S2.3

_____________________SIM.

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

ISSUED FOR PERMIT

MARCH 18, 2025

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

1/4" = 1'-0"

S1.1

B2305503.000

RAB

DEMOLITION

PLANS

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

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

TUNNEL LEVEL PLAN - DEMOLITION

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

FIRST FLOOR FRAMING PLAN - DEMOLITION

N.T.S.

3D-TUNNEL LEVEL DEMO

N.T.S.

3D-FIRST FLOOR LEVEL DEMO

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

FIRST FLOOR PLAN - DEMOLITION

N.T.S.

Th

S

6 13

S2.0

S2.1

S2.2

S2.2

S3.0

S3.2

S3.2

M8

M8

M8

M8

S3.1

#4 DOWELS, 12" LONG, 6"

EMBED., 24" O.C. AT

EXIST./NEW CMU WALL, TYP.

NEW CORBEL.

SEE SHEET S2.3

NEW CORBEL.

SEE SHEET S2.3

Vh

Th

S

6 13

S2.0

S2.1

S2.2

S2.2

S3.0

S3.2

S3.2

S2.3

BEAM REPAIR

T.B.D.

BEAM REPAIR

T.B.D.

S3.1

S2.3

_____________________SIM.

NEW REINF.

CONC. BEAMS.

SEE SECTIONS.

NEW REINF.

CONC. BEAMS.

SEE SECTIONS.

D x W

D x W

D x W

D x W

NEW CORBEL

BELOW

NEW CORBEL

BELOW

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

NOTES REGARDING 3D VIEWS

ALL 3D VIEWS ARE FOR REFERENCE ONLY. THE 3D VIEWS ONLY SHOW

BASIC STRUCTURAL ELEMENTS; THEY DO NOT NECESSARILY INCLUDE

ALL DETAILS SUCH AS RAMPS, STAIRS, SLAB AND ROOF PITCHES, OR

SPECIFIC STRUCTURAL DETAILS. REFER TO ALL PLANS, DETAIL SHEETS,

AND OTHER DRAWINGS FOR ADDITIONAL INFORMATION. DO NOT SCALE

OFF THIS DRAWING.

Vh

Th

S

S2.0

S2.1

S2.2

S2.2

S3.0

S3.2

S3.2

'-0

'-0

± 16'-4"

S2.3

S3.1

S2.3

_____________________SIM.

NEW PAVING &

PAVEMENT TO

MATCH EXIST.

NEW PAVING &

PAVEMENT TO

MATCH EXIST.

NEW SIDEWALK

TO MATCH EXIST.

NEW SIDEWALK

TO MATCH EXIST.

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

ISSUED FOR PERMIT

MARCH 18, 2025

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

1/4" = 1'-0"

S1.2

B2305503.000

RAB

NEW WORK

PLANS

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

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

TUNNEL LEVEL PLAN - NEW WORK

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

FIRST FLOOR LEVEL PLAN - NEW WORK

N.T.S.

3D-TUNNEL LEVEL REINFORCEMENT

N.T.S.

3D-FIRST FLOOR REINFORCEMENT

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

FIRST FLOOR PLAN - NEW WORK

NEW WALL SCHEDULE

MARK DESCRIPTION REINFORCEMENT (U.N.O.)

M8 8" CMU WALL #6 VERT. @ 24" O.C.,(2) #4 @ 48" O.C.

N.T.S.

11' - 7 9/16"± Loading Dock Level

Vh Th S

S2.2

S2.2

DETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. PLAIN CONC. OVER

PLASTIC SHEETING, 1-1/2"

SAND, 1-1/2" CONC.

TOPPING SLAB

EXIST. REINF. CONC. COLUMN

EXIST. REINF. CONC. WALL

EXIST. CONC. SIDEWALK EXIST. PAVING

EXIST. CMU WALL

DETERIORATED EXIST.

REINF. CONC. COLUMN

DETERIORATED EXIST.

REINF. CONC. CORBEL

EXIST. LOADING DOCK

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

WALL EXPANSION JOINT

EXIST. CONCRETE

SIDEWALK w/

STENCILED PATTERN

EXIST. PLENUM WALLS

S2.3

/2

11' - 7 9/16"± Loading Dock Level

Vh Th S

S2.2

S2.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

DEMO EXIST. PLAIN

CONC. PAVING

DEMO EXIST. 1 1/2" SAND

DEMO EXIST. 1 1/2"

CONC. SLAB

DEMO EXIST. CONC.

BEAMS, SLABS & REINF.

DEMO CONC.

SIDEWALK

DEMO PORTION OF

CONC. SIDEWALK

DEMO PORTION OF

CMU WALL AS REQ'D.

TO REPAIR CONC. COL.

KEEP SLOPED WALL

AT LEAST 12" LENGTH

OF EXIST BEAM TOP &

BTM. REINF. TO REMAIN

FOR CONNECTION OF

NEW REINF. 3' - 0" ±

DEMO EXIST.

CORBEL FLUSH

TO COL. FACE

AT LEAST 12" LENGTH OF

EXIST BEAM TOP & BTM.

REINF. TO REMAIN FOR

CONNECTION OF NEW REINF.

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

11' - 7 9/16"± Loading Dock Level

Vh Th S3

S2.2

S2.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

NEW PAVING TO

MATCH EXIST.

NEW COMPACTED

STONE FILL

NEW WATERPROOFING

AS PER BUILDING

ENVELOPE SPECIALIST

NEW 1 1/2" CONC. SLAB

NEW CONC. BEAMS,

SLABS & REINF. SEE

SECTIONS.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CMU

NEW CORBEL

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

S2.3

#4 DOWELS, 12" LONG, 6"

EMBED., 24" O.C. AT

EXIST./NEW CMU WALL, TYP.

3' - 0" ±

ISSUED FOR PERMIT

MARCH 18, 2025

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S2.0

B2305503.000

RAB

SECTIONS

ALONG LINE 7

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

SCALE: 3/8" = 1'-0"

SECTION - EXISTING

SCALE: 3/8" = 1'-0"

SECTION - DEMOLITION

SCALE: 3/8" = 1'-0"

SECTION - NEW WORK

PHOTO LOOKING AT BEAMS ALONG LINE 7

3-18-2025

ZShapiro Callout

RED LINE INDICATES 1-1/2" SAND LAYER

VhThS 1

S2.2

S2.2

DETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. REINF. CONC. SLAB

EXIST. REINF. CONC. COLUMN

EXIST. REINF. CONC. WALL

EXIST. CONC. SIDEWALKEXIST. PAVING

& CONC. SLAB

EXIST. CMU WALL

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

EXIST. PLENUM WALLS

S2.3

EXIST. CONCRETE

DRIVE-THRU w/

STENCILED PATTERN

EXIST. CONCRETE

SIDEWALK w/

STENCILED PATTERN

VhThS

S2.2

S2.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

DEMO STENCILED

CONC. PAVING.

DEMO EXIST. CONC.

BEAMS, SLABS & REINF.

DEMO PORTION

OF CONC.

SIDEWALK

DEMO PORTION OF

CONC. SIDEWALK

DEMO PORTION OF

CMU WALL AS REQ'D.

TO REPAIR CONC. COL.

AT LEAST 12" LENGTH

OF EXIST BEAM TOP &

BTM. REINF. TO REMAIN

FOR CONNECTION OF

NEW REINF.AT LEAST 12" LENGTH OF

EXIST BEAM TOP & BTM.

REINF. TO REMAIN FOR

CONNECTION OF NEW REINF.

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

VhThS

S2.2

S2.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

NEW WATERPROOFING

AS PER BUILDING

ENVELOPE SPECIALIST

NEW CONC. BEAMS,

SLABS & REINF. SEE

SECTIONS.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CMU

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

#4 DOWELS, 12" LONG, 6"

EMBED., 24" O.C. AT

EXIST./NEW CMU WALL, TYP.

ISSUED FOR PERMIT

MARCH 18, 2025

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S2.1

B2305503.000

RAB

SECTIONS

ALONG LINE 7

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

SCALE: 3/8" = 1'-0"

SECTION - EXISTING

SCALE: 3/8" = 1'-0"

SECTION - DEMOLITION

SCALE: 3/8" = 1'-0"

SECTION - NEW WORK

PHOTO LOOKING AT BEAMS ALONG LINE 7

3-18-2025

ZShapiro Text Box

NEW PAVING TO MATCH EXISTING

ZShapiro Text Box

NEW COMPACTED STONE FILL

ZShapiro Text Box

NEW 1 1/2" CONC SLAB

S2.0

S2.1

DETERIORATED EXIST.

REINF. CONC. BEAM

DETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. REINF.

CONC. COLUMN

EXIST. REINF.

CONC. WALL

EXIST. CONC. SIDEWALK

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

EXIST. WALL

EXPANSION JOINT

EXIST. CONC. SIDEWALK

EXIST. PLAIN CONC. OVER

PLASTIC SHEETING, 1-1/2" SAND,

1-1/2" CONC. TOPPING SLAB

EXIST. REINF.

CONC. SLAB

/4

/4

EXIST. PAVING

& CONC. SLAB

S2.3

SIM.

EXIST. CONC. w/

STENCILED PATTERN

S2.0

S2.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DEMO PORTION OF

SIDEWALK, CONC. PAVING,

SAND, ETC. AS REQ'D. TO

PROVIDE ACCESS FOR NEW

REINF. CONC BEAM (BELOW)

DEMO EXIST. REINF.

CONC. BEAM. AT ENDS OF

BEAMS AT LEAST 12"

LENGTH OF EXIST. BEAM

TOP & BTM. REINF. TO

REMAIN FOR CONNECTION

OF NEW REINF., TYP.

S2.3

SIM.

11' - 7 9/16"± Loading Dock Level

S2.0

S2.1

DETERIORATED EXIST.

REINF. CONC. BEAM

DETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. CMU WALL

EXIST. LOADING DOCK

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DETERIORATED EXIST.

REINF. CONC. CORBEL

EXIST. CONC. SIDEWALK

EXIST. PLAIN CONC. OVER

PLASTIC SHEETING, 1-1/2" SAND,

1-1/2" CONC. TOPPING SLAB

EXIST. REINF.

CONC. SLAB

/2

± 1' - 0 3/4"

2'

S2.3

1SIM.

O.H.

EXIST. PAVING &

CONC. SLAB

EXIST. CONCRETE PAVEMENT

w/ STENCILED PATTERN

11' - 7 9/16"± Loading Dock Level

S2.0

S2.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DEMO PORTION OF SIDEWALK,

CONC. PAVEMENT, SAND, ETC.

AS REQ'D. TO PROVIDE ACCESS

FOR NEW REINF. CONC BEAM

(BELOW)

DEMO EXIST. REINF.

CONC. BEAM. AT

ENDS OF BEAMS AT

LEAST 12" LENGTH

OF EXIST. BEAM

TOP & BTM. REINF.

TO REMAIN FOR

CONNECTION OF

NEW REINF., TYP.

DEMO EXIST. REINF.

CONC. CORBEL

FLUSH TO COL. FACE

S2.3

2SIM.

O.H.

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

S2.0

S2.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

SIM.

NEW REINF.

CONC. BEAMS

NEW PAVING,

STONE FILL, ETC.

11' - 7 9/16"± Loading Dock Level

S2.0

_____________________3

S2.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

3SIM.

O.H.

S2.3

NEW REINF.

CONC. BEAMS

NEW REINF.

CONC. CORBEL

NEW PAVING,

STONE FILL, ETC.

ISSUED FOR PERMIT

MARCH 18, 2025

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S2.2

B2305503.000

RAB

SECTIONS

ALONG LINE 7

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

SCALE: 3/8" = 1'-0"

SECTION - EXISTING

SCALE: 3/8" = 1'-0"

SECTION - DEMOLITION

SCALE: 3/8" = 1'-0"

SECTION - EXISTING

SCALE: 3/8" = 1'-0"

SECTION - DEMOLITION

SECTIONS ALONG LINE VH

SECTIONS ADJACENT TO LINE TH

SCALE: 3/8" = 1'-0"

SECTION - NEW WORK

SCALE: 3/8" = 1'-0"

SECTION - NEW WORK

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

0"

EXIST. (2) #9

EXIST. #3 TIES

(SPACING VARIES)

EXIST. (3) #9

± 1' - 0"± 1' - 0"

/2

EXIST. #5@24" O.C.

(V.I.F.)

EXIST. #5@8" O.C.

EXIST. #4@12" O.C.

EXIST. REINF. SIZES &

QUANTITIES UNKNOWN

IN THESE BEAMS

EXIST. PLAIN CONC. OVER

PLASTIC SHEETING, 1-1/2" SAND,

1-1/2" CONC. TOPPING SLAB

EXIST. CONC. w/

STENCILED PATTERN

EXIST. EXPANSION JOINT

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DEMO PORTION OF

SIDEWALK, CONC. PAVING,

SAND, ETC. AS REQ'D. TO

PROVIDE ACCESS FOR NEW

REINF. CONC. BEAMS (BELOW)

DEMO EXIST. CONC.

BEAM & REINF.

DEMO EXIST.

SLAB, BEAM &

REINF.

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

(2) #9 CONT.

(2) #5 CONT. MID-DEPTH

(4) #9 CONT.

18"12"

#3 TIES @ 9" O.C. FOR 36"

EA. END, @ 12" O.C. FOR

REMAINING SPAN LENGTH

#4@12" O.C. @ MID-

DEPTH OF EXIST. SLAB

w/ 6" EMBED. EA. END

EXPANSION JOINT MATERIAL

(2) #9 CONT.

(2) #5 CONT. MID-DEPTH

(3) #9 CONT.

#3 TIES @ 9" O.C. FOR 36"

EA. END, @ 12" O.C. FOR

REMAINING SPAN LENGTH

#5 BENT BARS @ 8" O.C. w/ 9"

EMBED. INTO EXIST. BEAM

18"

16"

6"

#3@12" O.C. @ MID-

DEPTH OF EXIST. SLAB

w/ 6" EMBED. EA. END

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

S2.3

13"

S2.3

S2.3

EXIST. VERT.

REINF.

EXIST. TIES @

12" O.C.

EXIST. CORBEL

REINF.

EXIST. CORBEL

REINF.

(3) #5 BENT BARS w/ 16"

EMBED. & 25" VERT. LEG

(3) #5 BENT BARS

w/ 16" EMBED. &

STD. 180 HOOK

(6) #5 VERT. BARS

#3 TIES

/2

O.H.

24Dx12W

21Dx18W

Th

S2.3

2' - 0"

S2.3

S2.3

(3) #5 BENT BARS w/ 16"

EMBED. & 25" VERT. LEG

(3) #5 BENT BARS

w/ 16" EMBED. &

STD. 180 HOOK

(6) #5 VERT. BARS

#3 TIES

EXIST. VERT.

REINF.

EXIST. TIES @

12" O.C.

EXIST. CORBEL

REINF.

24Dx12W

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

Th

S2.0

13 O.H.

13"

#3 TIES

(6) #5 VERT. BARS

(3) #5 BENT BARS

w/ 16" EMBED. & 25"

VERT. LEG

EXIST. TIES

EXIST. VERT. BARS

S2.3

Th

S2.0

13 O.H.

EXIST. TIES

EXIST. VERT. BARS

#3 TIES

(6) #5 VERT. BARS

(3) #5 BENT BARS

w/ 16" EMBED. &

STD. 180 HOOK

13"

S2.3

ISSUED FOR PERMIT

MARCH 18, 2025

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S2.3

B2305503.000

RAB

SECTIONS

ALONG LINE 7 &

CORBEL

DETAILS

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

SCALE: 1" = 1'-0"

TYPICAL EXISTING BEAMS

SCALE: 1" = 1'-0"

TYPICAL BEAMS DEMOLITION

SCALE: 1" = 1'-0"

TYPICAL NEW BEAMS

SCALE: 1" = 1'-0"

SECTION - NEW CORBEL

SCALE: 1" = 1'-0"

ELEVATION - NEW CORBEL

DETAIL

SCALE: 1" = 1'-0"

DETAIL

SCALE: 1" = 1'-0"

3-18-2025

ZShapiro Snapshot

ZShapiro Text Box

NEW 1 1/2" CONC SLAB

ZShapiro

NEW PAVING TO MATCH EXIST.

11' - 7 9/16"± Loading Dock Level

Vh Th

S3.2

S3.2

DETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. REINF. CONC. SLAB

EXIST. REINF. CONC. COLUMN

EXIST. REINF. CONC. WALL

EXIST. CONC. SIDEWALK EXIST. PAVING

EXIST. CMU WALL

DETERIORATED EXIST.

REINF. CONC. COLUMN

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

EXIST. CONCRETE DRIVE-THRU

w/ STENCILED PATTERN

EXIST. CONCRETE

SIDEWALK w/

STENCILED PATTERN

S2.3

_____________________SIM.

11' - 7 9/16"± Loading Dock Level

Vh Th

S3.2

S3.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DEMO STENCILED

CONC. PAVING.

DEMO EXIST.

WATERPROOFING

DEMO EXIST. CONC.

BEAMS, SLABS & REINF.

DEMO CONC.

SIDEWALK

DEMO PORTION OF

CONC. SIDEWALK

DEMO PORTION OF

CMU WALL AS REQ'D.

TO REPAIR CONC. COL.

AT LEAST 12" LENGTH

OF EXIST BEAM TOP &

BTM. REINF. TO REMAIN

FOR CONNECTION OF

NEW REINF.

S2.3

_____________________SIM.

AT LEAST 12" LENGTH

OF EXIST BEAM TOP &

BTM. REINF. TO REMAIN

FOR CONNECTION OF

NEW REINF.

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

11' - 7 9/16"± Loading Dock Level

Vh Th

S3.2

S3.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

NEW WATERPROOFING AS

PER BUILDING ENVELOPE

SPECIALIST

NEW CONC. BEAMS,

SLABS & REINF. SEE

SECTIONS.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CMU

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

S2.3

_____________________SIM.

#4 DOWELS, 12" LONG, 6"

EMBED., 24" O.C. AT

EXIST./NEW CMU WALL, TYP.

ISSUED FOR PERMIT

MARCH 18, 2025

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S3.0

B2305503.000

RAB

SECTIONS

ALONG LINE 13

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

SCALE: 3/8" = 1'-0"

SECTION - EXISTING

SCALE: 3/8" = 1'-0"

SECTION - DEMOLITION

SCALE: 3/8" = 1'-0"

VhThS

S3.2

S3.2

DETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. REINF. CONC. SLAB

EXIST. REINF. CONC. COLUMN

EXIST. REINF. CONC. WALL

EXIST. CONC. SIDEWALKEXIST. PAVING

EXIST. CMU WALL

DETERIORATED EXIST.

REINF. CONC. COLUMN

DETERIORATED EXIST.

REINF. CONC. CORBEL

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

EXIST. CONCRETE w/

STENCILED PATTERN

EXIST. CONCRETE

SIDEWALK w/

STENCILED PATTERN

EXIST. CONCRETE

SIDEWALK w/

STENCILED PATTERN

S2.3

_____________________ SIM.

/4

VhThS

S3.2

S3.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DEMO STENCILED

CONC. PAVING.

DEMO EXIST. CONC.

BEAMS, SLABS & REINF.

DEMO CONC.

SIDEWALK

DEMO PORTION OF

CONC. SIDEWALK

DEMO PORTION OF

CMU WALL AS REQ'D.

TO REPAIR CONC. COL.

KEEP SLOPED WALL

AT LEAST 12" LENGTH

OF EXIST BEAM TOP &

BTM. REINF. TO REMAIN

FOR CONNECTION OF

NEW REINF.

DEMO EXIST.

CORBEL FLUSH

TO COL. FACE

AT LEAST 12" LENGTH OF

EXIST BEAM TOP & BTM.

REINF. TO REMAIN FOR

CONNECTION OF NEW REINF.

S2.3

_____________________ SIM.

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

ISSUED FOR PERMIT

MARCH 18, 2025

VhThS

S3.2

_____________________6

S3.2

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

_____________________ SIM.

NEW WATERPROOFING AS

PER BUILDING ENVELOPE

SPECIALIST

NEW CONC. BEAMS,

SLABS & REINF. SEE

SECTIONS.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CONC.

SIDEWALK TO

MATCH EXIST.

NEW CMU

NEW CORBEL

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

CONNECT NEW BEAM REINF.

TO EXIST. REINF. w/

MECHANICAL COUPLERS

S2.3

SIM.

#4 DOWELS, 12" LONG, 6"

EMBED., 24" O.C. AT

EXIST./NEW CMU WALL, TYP.

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S3.1

B2305503.000

RAB

SECTIONS

ALONG LINE 13

155 Temple St New Haven, CT

Omni Hotel Port Cochere Framing Repairs

03-19-2025

DJO

SCALE: 3/8" = 1'-0"

SECTION - EXISTING

SCALE: 3/8" = 1'-0"

SECTION - DEMOLITION

SCALE: 3/8" = 1'-0"

SECTION - NEW WORK

PHOTO LOOKING AT BEAMS ALONG LINE 13

3-18-2025

ZShapiro Text Box

NEW 1 1/2" CONC SLAB

ZShapiro Text Box

NEW COMPACTED STONE FILL

ZShapiro

NEW 6" THICK (MIN.) CONC. SLAB W/ 6x6-W2.9xW2.9 WWF

S3.0

S3.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DETERIORATED EXIST.

REINF. CONC. BEAM

DETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. REINF.

CONC. COLUMN

EXIST. REINF.

CONC. WALL

EXIST. CONC. SIDEWALK

EXIST. WALL

EXPANSION JOINT

EXIST. CONC. SIDEWALK

EXIST. CONCRETE DRIVE-THRU

w/ STENCILED PATTERN

EXIST. REINF.

CONC. SLAB

EXIST. PAVING

& CONC. SLAB

/4

/4

/4

S2.3

SIM.

O.H.

S3.0

S3.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

DEMO PORTION OF SIDEWALK,

CONC. SLAB, ETC. AS REQ'D. TO

PROVIDE ACCESS FOR NEW

REINF. CONC BEAMS (BELOW)

DEMO EXIST. REINF.

CONC. BEAM

S2.3

2SIM.

O.H.

S3.0

S3.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

/2

/4

± 1' - 1"

DETERIORATED EXIST.

REINF. CONC. BEAMDETERIORATED EXIST.

REINF. CONC. BEAM

EXIST. CMU WALLDETERIORATED EXIST.

REINF. CONC. CORBEL

EXIST. CONC. SIDEWALK

EXIST. CONCRETE DRIVE-THRU

w/ STENCILED PATTERN OVER

COMPACTED STONE & WATER

PROOFING MEMBRANE

EXIST. REINF.

CONC. SLAB

EXIST. PAVING &

CONC. SLAB

S2.3

SIM.

13 2

S3.0

S3.1

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S2.3

SIM.

DEMO PORTION OF SIDEWALK,

CONC. SLAB, ETC. AS REQ'D. TO

PROVIDE ACCESS FOR NEW

REINF. CONC BEAM (BELOW)

NOTES REGARDING EXISTING CONDITIONS

ALL EXISTING CONDITIONS ON THE DRAWINGS ARE ASSUMED BASED ON

LIMITED VISUAL INSPECTIONS AND LASER SCANS. THE CONTRACTOR SHALL

CARRY CONTINGENCY IN PRICING FOR DIFFERENCE IN CONDITIONS SHOWN,

INCLUDING BUT NOT LIMITED TO:

a. DIFFERENT FRAMING AND/OR FOUNDATION CONDITIONS

b. HIDDEN DAMAGE OR DETERIORATION IN STRUCTURAL MEMBERS

c. ANY DETAILS NOT FULLY DEVELOPED

S3.0

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S3.1

S2.3

3SIM.

O.H.

S3.0

26' - 8"± T.O. Tunnel ceiling slab

27' - 9"± T.O. Slab 27'-9"

S3.1

S2.3

3 SIM.

S2.3

SIM.

O.H.

ISSUED FOR PERMIT

MARCH 18, 2025

NOTES REGARDING EXISTING UTILITIES

EXISTING UTILITIES ARE NOT SHOWN FOR CLARITY. COORDINATE ALL WORK

WITH UTILITY PROVIDERS AND USERS. PROVIDE SUPPORT AS REQUIRED

FOR ALL UTILITIES. PROVIDE TEMPORARY UTILITIES AS REQUIRED.

WSP USA Buildings Inc.

1223 Mineral Spring Avenue North Providence, RI 02904

(401) 724-1771 www.wsp.com/usa

PROJECT TITLE

SHEET CONTENTS

DRAWING NO.

PROJECT NO.

DRAWN BY

SCALE

DATE

CHECKED BY

As indicated

S3.2

B2305503.000

RAB

SECTIONS

ALONG LINE 13

155 Temple…