02 VAMC_4W MED SURG_STRUCT DWGS_ADD 01.pdf

6x6-W2.1xW2.1 WWF

L4x3x3/8 (LLV)

W/ 1/2" Ø KWIK HUS EZ

ANCHORS BY HILTI @ 12" OC

4 1/4" EMBED (TYP ALL SIDES)

2"-18 GA GALV (G60)

COMPOSITE STEEL DECK

W/ NORMAL WEIGHT

CONCRETE FILL

EXISTING

SLAB

/2

M

IN

M

IN

5'-0" MAX

M

IN

5/8"Ø

TYP

GENERAL NOTE:

1. ALL INFILL AND ASSOCIATED STEEL TO RECEIVE 2-HOUR SPRAY

FIREPROOFING. PATCH AND REPAIR EXISTING FIREPROOFING TO MAINTAIN

REQUIRED RATING.

2. PROVIDE AN ALLOWANCE FOR A 4'x4' OPENING AT 3 LOCATIONS. ACTUAL

LOCATION AND SIZE TO BE DETERMINED AFTER DEMOLITION.

@12"

CL

CL

CL

E Q

E Q

C8x11.5 C x .5

SEE NOTE 7

10'-0" MAX

C8

1-S001

SEE NOTE 6

MIN

1'-0"

AREA OF REPAIR

SEE NOTES

NOTES:

DETAIL APPLIES TO AREAS WHERE THE CONCRETE FLOOR SLAB HAS SPALLED AND THE

REINFORCEMENT IS EXPOSED.

1. PROVIDE THE STEEL FRAMING AND 60 SQ-FT OF PATCHING MORTAR IN THIS DETAIL AT 3

LOCATIONS.

2. PROVIDE 5 LOCATIONS OF 60 SQ-FT OF PATCHING WITHOUT STEEL FRAME

LOCATIONS OF REPAIRS WILL BE DETERMINED DURING CONSTRUCTION BASED ON THE

DOCUMENTATION PROVIDED BY THE CONTRACTOR.

DOCUMENTATION

1. CONTRACTOR IS TO DOCUMENT ALL AREAS WHERE REINFORCEMENT IS EXPOSED. PROVIDE

PHOTOS AND PLANS OF AREAS THAT REQUIRE REPAIR WITH SUPPORT STEEL INDICATED. DO

NOT PROCEED WITH THE REPAIR UNTIL THE DOCUMENTATION HAS BEEN REVIEWED BY THE

STRUCTURAL ENGINEER.

2.

REPAIR

1. DO NOT CUT ANY EXISTING REINFORCEMENT.

2. REMOVE LOOSE MATERIAL WITH HAND TOOLS.

3. APPLY BONDING AGENT TO UNDERSIDE AREA OF REPAIR AND 6" BEYOND.

4. APPLY REPAIR MORTAR TO AREA OF REPAIR AND 6" BEYOND. MORTAR THICKNESS SHOULD

EXTEND 1/2" BELOW THE BOTTOM OF SLAB.

5. INSTALL BONDING AGENT AND REPAIR MORTAR, DO NOT EXCEED ALLOWABLE MORTAR

THICKNESS FOR ANY SINGLE LAYER. IN ACCORDANCE WITH THE MANUFACTURER

REQUIREMENTS.

6. SET CHANNEL 1" BELOW UNDERSIDE OF EXISTING SLAB. GROUT SPACE BETWEEN CHANNEL

AND SLAB SOLID.

7. PROVIDE ADDITIONAL C8x11.5 WHEN DIMENSION EXCEEDS 10'-0".

EXISTING CONCRETE ENCASED STEEL BEAM

T/SLAB

WF OR CHANNEL

3/8" SHEAR TAB W/

(2) 3/4"Ø A325 BOLTS

1/4"

1/4"

NOTE:

ALL NEW STEEL AND EXPOSED EXISTING STEEL

IS TO BE 2-HOUR SPRAY FIREPROOFED.

PACK WITH

NON-SHRINK

GROUT

BUILDING CODE: 2012 INTERNATIONAL BUILDING CODE

OCCUPANCY CATEGORY: IV

EARTHQUAKE DESIGN DATA:

PER DEPARTMENT OF VETERANS AFFAIRS - SEISMIC DESIGN REQUIREMENTS H-18-8

1. SEISMIC IMPORTANCE FACTOR: I = 1.50

2. SPECTRAL RESPONSE ACCELERATIONS:

Ss = 0.361 S1 = 0.070

3. SITE CLASSIFICATION: D (ASSUMED)

4. DESIGN SPECTRAL RESPONSE ACCELERATIONS:

SDS = 0.364

SD1 = 0.112

5. SEISMIC DESIGN CATEGORY: D

SEISMIC BRACING OF ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS

1. FOR SEISMIC DESIGN CATEGORY D COMPONENT BRACING REQUIREMENTS ARE AS

FOLLOWS:

ARCHITECTURAL COMPONENTS:

Ip = 1.0 REQUIRED Ip = 1.5 REQUIRED

MECHANICAL/ELECTRICAL COMPONENTS:

Ip = 1.0 REQUIRED Ip = 1.5 REQUIRED

2. INTERSTORY DRIFTS:

DESIGN OF COMPONENTS SUPPORTED AT DIFFERENT ELEVATIONS

ARE TO BE DESIGNED TO ACCOMMODATE THE FOLLOWING INTERSTORY

ELASTIC DEFLECTION: 3/4" PER FLOOR

WIND LOADS

1. BASIC WIND SPEED = 110 MPH

2. WIND IMPORTANCE FACTOR = 1.15

3. WIND EXPOSURE CATEGORY = B

4. INTERNAL PRESSURE COEFFICIENT = ±0.18

5. WIND PRESSURE COMPONENTS AND CLADDING:

INTERIOR ZONE: P = + 50 PSF, P = - 50 PSF

END ZONE: P = + 50 PSF, P = - 85 PSF

(PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE

SURFACES, RESPECTIVELY. END ZONES EXTEND FROM CORNERS OF BUILDING A

DISTANCE EQUAL TO 5'-0" FROM THE CORNER)

6. WIND LOADS ARE BASED ON ASCE 7-05, METHOD 2

C1

SUBMIT ENGINEERED CONCRETE MIX DESIGNS, INCLUDING REQUIRED BACKUP DATA, FOR

EACH TYPE OF CONCRETE PROPOSED FOR USE TO THE ARCHITECT/ ENGINEER FOR

REVIEW. ALLOW ADEQUATE TIME FOR REVIEW PRIOR TO PERFORMING CONCRETE WORK.

C2

DETAIL, FABRICATE, LABEL, SUPPORT AND PLACE CONCRETE REINFORCEMENT IN

ACCORDANCE WITH ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"

AND ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE", LATEST

EDITIONS.

C3

SUBMIT DETAILED SHOP DRAWINGS INDICATING REINFORCEMENT SIZE, SPACING AND

PLACEMENT TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION.

C4

CLEAN AND MOISTEN CONSTRUCTION JOINTS TO A SATURATED SURFACE DRY (SSD)

BETWEEN NEW CONCRETE IMMEDIATELY PRIOR TO PLACING FRESH CONCRETE.

C5

DO NOT USE CALCIUM CHLORIDE IN CONCRETE.

C6

REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS

FOR CURBS, PADS, DEPRESSIONS, WALL/SLAB OPENINGS, SPECIAL FLOOR FINISHES, ETC.

C7

REFER TO ACI 318, CHAPTER 7.7 FOR MINIMUM CONCRETE COVER REQUIREMENTS, UNO.

C8

REFER TO ACI 305 FOR REQUIREMENTS FOR PLACING CONCRETE IN HOT WEATHER AND

TO ACI 306 FOR REQUIREMENTS FOR PLACING CONCRETE IN COLD WEATHER.

C9

ADHESIVE ANCHORING SYSTEM HIT-HY 150 ADHESIVE BY HILTI.

C10

PROVIDE ONLY CONCRETE, REINFORCING AND MATERIALS OF THE TYPES AND GRADES

LISTED IN THE TABLE BELOW, UNLESS NOTED OTHERWISE.

CONCRETE F'C (PSI) UNIT WEIGHT (PCF)

LIGHT WEIGHT CONCRETE FILL 3000 115

(FOR USE AT EXISTING DEPRESSION INFILLS)

ALL OTHER CONCRETE 3000 150

(MAX W/C 0.5)

REINFORCING GRADE

TYPICAL BARS ASTM A-615, GRADE 60

WELDED WIRE FABRIC ASTM A-185

S1

DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN CONFORMANCE WITH THE

AISC SPECIFICATIONS AND CODES, LATEST EDITIONS.

S2

PERFORM WELDING USING CERTIFIED WELDERS AND IN ACCORDANCE WITH THE

AWS "STRUCTURAL WELDING CODE - STEEL", LATEST EDITION. COMPLY WITH AISC

SPECIFICATION FOR MINIMUM FILLET WELD SIZES, BUT DO NOT USE LESS THAN A

3/16 INCH FILLET UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

S3

SUBMIT CHECKED SHOP DRAWINGS TO THE ARCHITECT/ ENGINEER FOR REVIEW.

SHOW SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS, AND ERECTION

DIAGRAMS FOR STRUCTURAL STEEL. SCHEDULE SUBMISSIONS TO ALLOW

ADEQUATE TIME FOR REVIEW PRIOR TO FABRICATION.

S4

USE BOLTED JOINTS IN FIELD CONNECTIONS WHENEVER POSSIBLE, UNLESS

WELDED JOINTS ARE DETAILED.

S5

PROVIDE A MINIMUM OF TWO (2) BOLTS AT EACH FAYING SURFACE.

S6

AFTER FABRICATION, CLEAN STEEL OF RUST, LOOSE MILL SCALE, DIRT, OIL,

GREASE OR OTHER FOREIGN MATERIALS.

S7

REFER TO THE ARCHITECTURAL DRAWINGS FOR THE REQUIRED FIRE RATINGS AND

UL ASSEMBLY NUMBERS.

S8

DO NOT FIELD CUT STRUCTURAL STEEL UNLESS REVIEWED AND APPROVED BY THE

ARCHITECT/ENGINEER IN WRITING.

S9

ERECTION PROCEDURES, SEQUENCES AND COORDINATION OF WORK WITH OTHER

TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ADDITIONAL STEEL

REQUIRED FOR ERECTION PURPOSES AT NO COST TO THE VETERAN'S

ADMINISTRATION. REMOVE THIS ADDITIONAL STEEL UNLESS DIRECTED OTHERWISE

BY THE VETERAN'S ADMINISTRATION IN WRITING.

S10

PROVIDE NEW MATERIAL CONFORMING TO THE FOLLOWING REQUIREMENTS FOR

STRUCTURAL STEEL:

MEMBER GRADE

WIDE FLANGE SHAPES, WT SECTIONS ASTM A992

CHANNELS AND ANGLES ASTM A36

ALL OTHER STEEL MEMBERS ASTM A36 UNO

HIGH STRENGTH BOLTS, ASTM A-325

NUTS AND WASHERS (MIN. 3/4" DIAMETER)

STEEL SHAPE WELDING ELECTRODE E70XX

SD1

FABRICATE STEEL DECKING FROM STEEL TYPE ASTM A653, STRUCTURAL QUALITY

HAVING A MINIMUM YIELD STRENGTH OF 33,000 PSI. COMPLY WITH STEEL DECK

INSTITUTE SPECIFICATIONS FOR DESIGN, DETAILING, FABRICATION AND

ERECTION OF STEEL DECK. USE STRUCTURAL STEEL DECK WITH A MINIMUM

THICKNESS OF AT LEAST 20 GAGE, UNLESS NOTED OTHERWISE.

SD2

PROVIDE CONTINUOUS SHEET METAL CLOSURES AT SLAB OPENINGS AND SLAB

EDGES AND CONTINUOUS DECK CLOSURES AT DECK ENDS.

SD3

THE ASSUMED CONSTRUCTION LIVE LOAD USED IN DESIGN IS A 20 PSF UNIFORM

LOAD OR A 150-POUND CONCENTRATED LOAD ON A 1'-0" WIDE SECTION OF DECK.

DO NOT EXCEED THE ASSUMED CONSTRUCTION DESIGN LIVE LOAD WITHOUT

FIRST TAKING PROPER SAFETY PRECAUTIONS, INCLUDING TEMPORARY SHORING.

FOLLOW APPLICABLE LOCAL CODE AND AISI REQUIREMENTS.

M1

CHECK DIMENSIONS AGAINST THE REQUIREMENTS OF OTHER CONTRACT

DOCUMENTS. RESOLVE APPARENT INCONSISTENCIES IN THE CONTRACT

DOCUMENTS WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH WORK.

M2

SHOW OPENINGS THROUGH STRUCTURAL MEMBERS ON THE SHOP DRAWINGS

SUBMITTED FOR REVIEW. OPENINGS WHICH ARE NOT SHOWN ON THE STRUCTURAL

DRAWINGS ARE SUBJECT TO REVIEW AND ACCEPTANCE AND ARE TO BE CLEARLY

INDICATED FOR REVIEW AND ACCEPTANCE ON THE SHOP DRAWINGS.

M3

DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE

CONDITIONS ARE NOT SPECIFICALLY SHOWN, USE DETAILS OF SIMILAR

CONSTRUCTION, SUBJECT TO APPROVAL BY THE ENGINEER.

M4

WHEREVER THERE IS CONFLICT BETWEEN DETAILS OR TWO DETAILS APPLYING TO

THE SAME CONDITION, THE ENGINEER WILL HAVE SOLE AUTHORITY TO DETERMINE

WHICH DETAIL IS THE MOST APPROPRIATE FOR THE CONDITION.

M5

PROMPTLY NOTIFY THE ENGINEER OF ANY STRUCTURAL MEMBER CALLED OUT ON

THE ARCHITECTURAL, MECHANICAL, PLUMBING OR ELECTRICAL DRAWINGS THAT IS

NOT IDENTIFIED ON THE STRUCTURAL DRAWINGS. DESIGN OF THESE MEMBERS

WILL BE PROVIDED AS NECESSARY BY THE STRUCTURAL ENGINEER UPON

NOTIFICATION.

M6

THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATION

AND PLACEMENT OF INSERTS, HANGERS AND OTHER MISCELLANEOUS ITEMS

REQUIRED FOR THE SUPPORT OF MECHANICAL, ELECTRICAL AND PLUMBING ITEMS

SUSPENDED FROM THE STRUCTURE.

M7

DO NOT MAKE MODIFICATIONS, ALTERATIONS OR REPAIRS TO THE STRUCTURE

WITHOUT PRIOR REVIEW BY THE STRUCTURAL ENGINEER. SUBMIT DETAILS AND

CALCULATIONS PREPARED BY A PROFESSIONAL ENGINEER REGISTERED IN NEW

YORK STATE AND EMPLOYED BY CONTRACTOR.

360 Madison Avenue, New York, New York 10017 212.972.9800 o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

Revisions:

Date o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t

Building Number

Approved:

Drawing Title Project Title

Date

Office of Construction &

Facilities Management

F

E

D o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e in c h e s o n e fo o t

1 2 3 4 5 6 7 8 9

C

B

A

Location

Checked Drawn

Drawing Number

Project Number

CONSULTANTS: ARCHITECT/ENGINEERS:

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

KEY PLAN:

VA FORM 08-6231

Contractor to Provide Seismic Bracing for All Utilities Building is Fully Sprinklered Scale: AS NOTED

ASBESTOS ABATEMENT CONSULTANT:

14 HIGH STREET

MAHWAH, NEW JERSEY 07430

Tel: (914) 320-7924

Egan Environmental Consulting, Inc. 423 EAST 23RD STREET

NEW YORK, NY 10010

VA NY HARBOR HEALTHCARE SYSTEM

MANHATTAN VAMC -

BUILDING 1 WARD RENOVATIONS

Sheet Number 113of

1-S001

STRUCTURAL DETAILS AND

GENERAL NOTES

BA RP

630-18-101

JANUARY 17, 2020 10

NTSSCALE:

B8

EXISTING SLAB OPENING INFILL DETAIL

SCALE: 0 4' 8'1/4" = 1'-0"

F8

TYPICAL UNDERSIDE OF SLAB REPAIR

NTSSCALE:

C8

SUPPORT FRAME CONNECTION DETAIL

STRUCTURAL DESIGN LOADS

STRUCTURAL CONCRETE NOTES

STRUCTURAL STEEL NOTES

STRUCTURAL STEEL DECK NOTES

MISCELLANEOUS

ADDENDUM 01 1 02/12/2021