4- Albany Structural - stamped.pdf

1. GENERAL

1.1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONTRACT DRAWINGS AND SPECIFICATIONS. REFER TO CIVIL, ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATION, DIMENSIONS, AND DETAILS OF OPENINGS, SLEEVES, EMBEDMENTS, INSERTS, PADS, CURBS, DEPRESSIONS, ANCHOR BOLTS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON STRUCTURAL DRAWINGS.

1.2. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING, COORDINATING AND VERIFYING ALL DIMENSIONS IN THE FIELD PRIOR TO COMMENCING WORK. THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY DISCREPANCY TO THE ARCHITECT AND ENGINEER AS A REQUEST FOR INFORMATION (RFI)

BEFORE PROCEEDING WITH WORK.

1.3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING IN THE FIELD THE EXISTENCE AND LOCATION OF OVERHEAD, BURIED AND/OR EMBEDDED UTILITIES, AND DETERMINING LOCATIONS OF ALL EMBEDDED MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS AFFECTED BY THE WORK OF THIS

CONTRACT.

1.4. ALL WORK IS TO CONFORM WITH THE FOLLOWING CODES AND STANDARDS:

1.4.1. CURRENT STATE BUILDING CODE

1.4.2. INTERNATIONAL BUILDING CODE, (IBC 2018)

1.4.3. "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" - AMERICAN CONCRETE INSTITUTE (ACI 318)

1.4.4. "MANUAL OF STEEL CONSTRUCTION" - AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC 360)

1.4.5. "STRUCTURAL WELDING CODE - STEEL" - AMERICAN WELDING SOCIETY (AWS D1.1)

1.4.6. "SEISMIC PROVISION FOR STRUCTURAL STEEL BUILDINGS" -AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)

1.4.7. "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" - AMERICAN SOCIETY OF CIVIL ENGINEERS, (ASCE 7-16) FOR ADDITIONAL CODES AND STANDARDS REFER TO SPECIFICATIONS.

1.5. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF UNFORESEEN CONDITIONS THAT MAY BE UNCOVERED DURING DEMOLITION AND CONSTRUCTION AS A REQUEST FOR INFORMATION (RFI) BEFORE PROCEEDING WITH WORK.

1.6. PERMANENT STRUCTURAL ELEMENTS TO BE DESIGNED IN ACCORDANCE WITH PERFORMANCE SPECIFICATIONS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:

1.6.1. MISC. ARCH COMPONENT SEISMIC SUPPORTS

1.6.2. MISC. MECHANICAL AND ELECTRICAL COMPONENT AND SYSTEM SEISMIC SUPPORTS

1.6.3. LIGHT GAUGE COLD FORMED STEEL FRAMING

FOR PERFORMANCE DESIGN REQUIREMENTS OF ELEMENTS LISTED ABOVE, REFER TO ADDITIONAL NOTES ON THESE SHEETS AND IN THE TECHNICAL SPECIFICATIONS. ALL DESIGN SUBMITTAL DRAWINGS AND CALCULATIONS SHALL BE CERTIFIED, SIGNED AND SEALED BY A PROFESSIONAL STRUCTURAL

ENGINEER REGISTERED IN THE CURRENT STATE.

1.7. STRUCTURAL REQUIREMENTS TO ACCOMMODATE FIXED EQUIPMENT, INCLUDING BUT NOT LIMITED TO ROOF TOP UNITS ARE INCIDENTAL TO THE REQUIREMENTS OF A SPECIFIC EQUIPMENT MANUFACTURER. ALL WORK SHALL CONFORM TO APPROVED EQUIPMENT MANUFACTURER'S SHOP DRAWINGS AND INSTALLATION INSTRUCTIONS. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ANY REQUIRED MODIFICATIONS TO ACCOMMODATE APPROVED EQUIPMENT DRAWINGS. SUCH MODIFICATIONS SHALL BE MADE AT NO COST TO THE OWNER.

1.8. DETAILS AND NOTES SHOWN ON STRUCTURAL DRAWINGS SHALL BE APPLICABLE TO ALL PARTS OF THE STRUCTURAL WORK EXCEPT WHERE SPECIFICALLY REQUIRED OTHERWISE BY CONTRACT DOCUMENTS. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE SIMILAR TO THOSE SHOWN FOR

LIKE CONDITIONS AS DETERMINED BY THE ENGINEER.

1.9. IN ACCORDANCE WITH SPECIFICATION, TESTING AND INSPECTION OF STRUCTURAL WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE COSTS FOR TESTING AND INSPECTIONS WILL BE PAID BY THE CONTRACTOR. PROVIDE TEST RESULTS TO THE ENGINEER IN A TIMELY MANNER.

1.10. THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL REQUIRED SHORING AND TEMPORARY BRACING TO RESIST FORCES ON THE STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD.

2. CAST IN PLACE CONCRETE

2.1. CONCRETE WORK SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301).

2.2. CONCRETE SHALL BE CONTROLLED CONCRETE, PROPORTIONED, MIXED AND PLACED IN THE PRESENCE OF A REPRESENTATIVE OF AN APPROVED TESTING AGENCY.

2.3. UNLESS NOTED OTHERWISE, CONCRETE SHALL BE NORMAL WEIGHT AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS:

2.3.1. FOUNDATIONS: 4000 PSI

2.3.2. INTERIOR SLABS-ON-GRADE, KNEEWALLS, CURBS, AND EQUIPMENT PADS: 4500 PSI

2.3.3. SUSPENDED SLABS: 3000 PSI

2.3.4. EXTERIOR SLABS AND WALKWAYS: 5000 PSI

2.4. ALL PERMANENTLY EXPOSED VERTICAL AND HORIZONTAL CONCRETE SURFACES SHALL BE TREATED OR SEALED IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

2.5. CONCRETE WORK SHALL BE COORDINATED WITH ALL ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL WORK, AND ALL EQUIPMENT. THE CONTRACTOR SHALL VERIFY INSTALLATION AND LOCATIONS OF ALL EMBEDDED ITEMS INCLUDING BUT NOT LIMITED TO INSERTS, ANCHOR BOLTS, DOWELS, BLOCKOUTS, SLEEVES, EMBEDDED PIPING, AND EMBEDDED CONDUIT PRIOR TO CONCRETE PLACEMENT.

2.6. FOR STRUCTURAL ELEMENTS, THE LOCATIONS AND MAXIMUM SPACING OF VERTICAL JOINTS SHALL BE AS FOLLOWS:

2.6.1. FOUNDATION WALL CONTRACTION JOINT 30 FT.

2.6.2. FOUNDATION WALL CONSTRUCTION JOINT 60 FT.

2.7. FOR SLABS-ON-GRADE, LOCATE CONSTRUCTION OR CONTROL JOINTS ALONG COLUMN LINES OR AS SHOWN. PROVIDE JOINTS AT 20FT. MAX. SPACING. SUBMIT JOINT LOCATIONS AND DETAILS FOR APPROVAL.

2.8. SEALANT FOR CONTROL/CONTRACTION JOINTS AND SAW CUT JOINTS SHALL BE SIKADUR 51 MANUFACTURED BY SIKA OR AN APPROVED EQUAL.

2.9. CONCRETE EXPOSED TO WEATHER (FREEZE-THAW CONDITIONS) IN THE FINISHED PROJECT SHALL BE AIR ENTRAINED PER SPECIFICATIONS REQUIREMENTS.

2.10. A MINIMUM OF 72 HOURS SHALL ELAPSE BETWEEN ADJACENT CONCRETE PLACEMENTS.

2.11. CONCRETE SLABS SHALL BE PLACED SO THAT THE SLAB THICKNESS IS AT NO POINT LESS THAN THAT INDICATED ON THE DRAWINGS.

2.12. PROVIDE A 3/4" CHAMFER ON ALL VERTICAL AND HORIZONTAL CORNERS EXPOSED TO VIEW UNLESS NOTED OTHERWISE.

2.13. ALL CONCRETE SHALL BE WATER CURED UNLESS OTHERWISE AUTHORIZED BY THE ENGINEER.

2.14. NON-SHRINK, NON-METALLIC, GROUT SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 7,500 PSI (ASTM C942) AND A MINIMUM BOND STRENGTH OF 2,000 PSI AT 28-DAYS (ASTM C882). GROUT MAY BE EXTENDED WITH COARSE AGGREGATE PER THE MANUFACTURER'S

RECOMMENDATIONS.

3. CAST IN PLACE CONCRETE REINFORCEMENT

3.1. REINFORCEMENT DETAILING, FABRICATION, AND ERECTION SHALL CONFORM TO "ACI DETAILING MANUAL" - SP-66, "CRSI MANUAL OF STANDARD PRACTICE".

3.2. STEEL REINFORCEMENT, UNLESS NOTED OTHERWISE, SHALL CONFORM TO THE FOLLOWING:

3.2.1. BARS, TIES, AND STIRRUPS ASTM A615 GRADE 60

3.2.2. WELDED WIRE FABRIC ASTM A185, FLAT SHEETS

3.3. REINFORCING STEEL SHALL BE UNCOATED AND DEFORMED.

3.4. MINIMUM CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT, UNLESS REQUIRED FOR FIRE PROTECTION OR NOTED OTHERWISE, SHALL BE AS FOLLOWS:

3.4.1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH:____3"

3.4.2. CONCRETE EXPOSED TO EARTH OR WEATHER:

3.4.2.1. NO. 6 THRU NO. 18 BARS____2"

3.4.2.2. NO. 5 BAR, W31 OR D31 WIRE AND SMALLER____2"

3.4.3. SURFACES NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:

3.4.3.1. SLABS, WALLS, JOISTS:

(a) NO. 14 AND NO 18 BARS____2"

(b) NO. 11 BARS AND SMALLER____2"

3.4.3.2. BEAMS, COLUMNS:

(a) PRIMARY REINFORCEMENT____2-1/2"

(b) TIES, STIRRUPS, SPIRALS____2"

3.5. REINFORCING STEEL SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS, CORNERS, AND INTERSECTIONS UNLESS OTHERWISE NOTED. REINFORCING SHALL BE LAPPED AT NECESSARY SPLICES OR HOOKED AT DISCONTINUOUS ENDS, UNLESS OTHERWISE NOTED.

3.6. FOR REINFORCING STEEL SPLICE LAP LENGTHS REFER TO THE TABLE PROVIDED UNLESS OTHERWISE INDICATED.

3.7. MECHANICAL SPLICES SHALL BE PERMITTED SUBJECT TO APPROVAL BY THE ENGINEER. MECHANICAL SPLICES SHALL DEVELOP AT LEAST 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF THE BAR. NO WELDED CONNECTIONS ARE PERMITTED.

3.8. WELDED WIRE FABRIC SHALL BE LAPPED (1) SQUARE PLUS (2) INCHES WHERE REQUIRED AND SHALL BE WIRED TOGETHER AT ALL LAPS. WWF SHALL BE SUPPORTED BY CHAIRS AND/OR CARRYING BARS PRIOR TO CONCRETE PLACEMENT.

3.9. REINFORCEMENT SHALL NOT BE TACK WELDED.

3.10. NOTIFY THE TESTING LAB AND ENGINEER A MINIMUM OF 48 HOURS PRIOR TO SCHEDULED CONCRETE PLACEMENT IN ORDER TO ACCOMMODATE INSPECTION OF REINFORCEMENT AND CONCRETE TESTING. NO CONCRETE SHALL BE PLACED WITHIN 48 HOURS OF SUCH NOTIFICATION.

3.11. WHERE REINFORCEMENT IS NOT SHOWN ON DRAWINGS, PROVIDE REINFORCEMENT IN ACCORDANCE WITH APPLICABLE DETAILS AS DETERMINED BY THE ARCHITECT AND ENGINEER. IN NO CASE SHALL REINFORCEMENT BE LESS THAN THE MINIMUM REINFORCEMENT PERMITTED BY THE CODES, NOR LESS THAN THE FOLLOWING:

3.11.1. BEAM STIRRUPS: #3 @ 12"

3.11.2. BEAM STIRRUP SUPPORTS: 1-#5 AT EACH STIRRUP BEND

3.11.3. FACE REINFORCEMENT IN BEAMS OR PORTIONS OF BEAMS #4 @ 12" E.F.

3.11.4. STRUCTURAL SLABS: 0.0020 X GROSS CONCRETE AREA IN EACH DIRECTION

3.11.5. CONCRETE WALLS: 0.0025 X GROSS CONCRETE AREA IN EACH DIRECTION

3.12. WHERE REINFORCEMENT IS REQUIRED IN SECTION, REINFORCEMENT IS CONSIDERED TYPICAL WHEREVER THE SECTIONS APPLIES.

3.13. WHERE THERE IS CONFLICT BETWEEN LOCATIONS OF COLUMN VERTICAL BARS AND BEAM HORIZONTAL BARS, THE COLUMN BARS SHALL REMAIN IN THEIR DESIGNATED POSITIONS AND BEAM BAR LOCATIONS SHALL BE ADJUSTED.

3.14. DOWELS SHALL MATCH BAR SIZE, NUMBER AND SPACING, UNLESS NOTED OTHERWISE.

4. MASONRY CONSTRUCTION

4.1. CLAY (BRICK) AND CONCRETE MASONRY (CMU) CONSTRUCTION SHALL CONFORM TO 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' (ACI 530-13/ASCE 5-13/TMS402-13), AND TO 'SPECIFICATIONS FOR MASONRY STRUCTURES' (ACI 530, 1-13/ASCE 6-13/TMS 602-13).

4.2. MATERIALS STRENGTH SHALL BE AS FOLLOWS:

4.2.1. CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90 OF C-145 GRADE N-1.

4.2.2. MORTAR SHALL CONFORM TO ASTM C-270, TYPE M OR S.

4.2.3. GROUT SHALL CONFORM TO ASTM C-476 FINE OR COARSE.

4.3. MASONRY SHALL HAVE F'M = 1,500 PSI, F'M IS THE COMPRESSIVE STRENGTH OF THE MASONRY AT 28 DAYS AS DETERMINED BY PRISM TESTS.

4.4. PRIOR TO GROUTING CELLS, BARS AND CELLS MUST BE INSPECTED BY THE TESTING AGENCY.

4.5. THE DESIGN OF REINFORCED MASONRY CONSTRUCTIONS IS BASED ON ALLOWABLE STRESSES PREDICATED ON 'WITH INSPECTION' PROVISIONS, REQUIRING THAT QUALIFIED MASONRY INSPECTION TAKE PLACE ON A CONTINUOUS BASIS WHENEVER MASONRY IS BEING PLACED.

4.6. REINFORCED MASONRY WALLS SHALL HAVE BOND BEAMS AT THE TOP OF EACH WALL AND SHALL BE CONTINUOUS WITH ALL INTERSECTING BOND BEAMS.

4.7. BONDING METHODS, TIES, LINTELS AND ACCESSORIES SHALL BE APPROVED BY THE ARCHITECT. ANCHORS SHALL ONLY BE INSTALLED IN FULLY GROUTED CELLS OF CONCRETE MASONRY.

4.8. MASONRY OPENINGS FOR UTILITIES ARE TO BE CLOSED UP WITH NEW MASONRY WORK AROUND THE UTILITY AND PROPERLY FIRESTOPPED WITH MATERIAL SPECIFIED BY ARCHITECT'S DRAWINGS AND SPECIFICATIONS.

4.9. PROVIDE 1-#5 VERTICAL REINFORCING AT 32” OC AT ALL MASONRY WALLS UNLESS NOTED OTHERWISE. THIS REINFORCING SHALL BE CONTINUOUS FULL HEIGHT AND SPLICED 2'-0” ABOVE EACH FLOOR LEVEL.

4.10. PROVIDE W1.7 (9 GAUGE) LADDER TYPE WIRE JOINT REINFORCING AT 16 INCHES VERTICAL SPACING UNLESS NOTED OTHERWISE.

4.11. MASONRY BLOCK CELLS CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID. FILLING CELLS WITH MORTAR IS UNACCEPTABLE. THE COMPRESSIVE STRENGTH OF GROUT AT THE END OF 28 DAYS SHALL BE 3,000 PSI MINIMUM.

4.12. PROVIDE 2-#5 CONTINUOUS HORIZONTAL BARS IN THE TOP COURSE OF WALLS (BOND BEAM) AND AT 4' - 0" O.C. VERT.

5. STRUCTURAL STEEL

5.1. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE AISC "MANUAL OF STEEL CONSTRUCTION", "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND BRIDGES" (ANSI/AISC 360-10), AND "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"

(ANSI/AISC 360-16).

5.2. STRUCTURAL STEEL SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING:

5.2.1. WIDE FLANGE SHAPES:_____ASTM A992

5.2.2. OTHER STEEL SHAPES, PLATES AND BARS:_____ASTM A572 OR ASTM A36.

5.2.3. STRUCTURAL TUBING:_____ASTM A500 GR B.

5.3. ALL WELDED CONNECTIONS SHALL BE MADE BY APPROVED CERTIFIED WELDERS AND SHALL CONFORM TO A.W.S. SPECIFICATIONS AMENDED TO DATE. ELECTRODES SHALL BE E70XX.

5.4. BOLTS SHALL CONFORM TO ASTM A325 AND BE INSTALLED SNUG-TIGHT UNLESS NOTED OTHERWISE

5.5. STRUCTURAL STEEL FRAMING SHALL BE WITHIN TOLERANCE BEFORE CONNECTIONS ARE FINALLY BOLTED OR WELDED.

5.6. FIELD CUTTING OF STRUCTURAL STEEL OR ANY FIELD MODIFICATIONS OF STRUCTURAL STEEL SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL BY THE ENGINEER FOR EACH SPECIFIC USE.

5.7. STRUCTURAL STEEL SHAPES AND PLATES SHALL BE HOT-DIPPED GALVANIZED PER ASTM A123 U.N.O. FASTENERS SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153 U.N.O. HOT-DIPPED GALVANIZING SHALL ALSO CONFORM TO ASTM A385. THE GALVANIZER SHALL SUBMIT A CERTIFICATE OF

CONFORMANCE FOR RECORD.

5.8. PROVIDE FIELD TOUCH-UP AND REPAIR OF GALVANIZING AS REQUIRED PER ASTM A780 USING AN INORGANIC ZINC-RICH PRIMER.

5.9. WHEN DISSIMILAR METALS ARE IN CONTACT (E.G. STAINLESS STEEL IN CONTACT WITH GALVANIZED STEEL), COAT SURFACE WITH COAL TAR EPOXY OR PROVIDE OTHER APPROVED MEANS TO PROVIDE A BARRIER.

5.10. WELDS SHALL BE 1/4" FILLET WELDS MINIMUM UNLESS NOTED OTHERWISE ON THE DRAWINGS.

5.11. PROVIDE TEMPORARY ERECTION BRACING AND SUPPORTS TO HOLD STRUCTURAL STEEL FRAMING SECURELY IN POSITION. SUCH TEMPORARY BRACING AND SUPPORTS SHALL NOT BE REMOVED UNTIL PERMANENT BRACING HAS BEEN INSTALLED.

5.12. ALL THE CONNECTIONS SHALL BE DESIGNED BY A LICENSED ENGINEER WORKING FOR THE FABRICATOR UNLESS NOTED OTHERWISE (AISC 303-16), SHEAR CONNECTION SHALL BE DESIGNED FOR 1/2 MEMBER LOAD CAPACITY AND MOMENT CONNECTION SHALL BE DESIGNED FOR THE FULL

CAPACITY OF THE BEAMS.

5.13. SUBMIT SHOP DRAWINGS AND PRODUCT DATA FOR APPROVAL PRIOR TO FABRICATION.

6. POST INSTALLED CONCRETE ANCHORS AND REINFORCING DOWELS

6.1. ADHESIVE ANCHORS AND REINFORCING DOWELS SHALL BE HILTI HIT-HY-200 ADHESIVE ANCHORING SYSTEM.

6.2. EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ EXPANSION ANCHORS.

6.3. INSTALL ANCHORS IN STRICT CONFORMANCE WITH THE MANUFACTURER'S REQUIREMENTS.

6.4. HOLES SHALL BE THOROUGHLY CLEANED AND DRY PRIOR TO INSTALLING ANCHORS.

6.5. DO NOT DAMAGE EXISTING REINFORCING. LOCATE REINFORCING WITH PROFOMETER OR OTHER MEANS PRIOR TO DRILLING CONCRETE.

6.6. ANCHORS INSTALLED OVERHEAD SHALL BE PROOF TESTED BY THE MANUFACTURER'S FIELD ENGINEER OR OTHER APPROVED AGENCY. PROOF TEST A MINIMUM OF 25% OF THE ANCHORS OR (2) TOTAL, WHICHEVER IS GREATER.

6.7. FOR THE EQUIPMENT ANCHOR BOLT INSTALLATION, REFER TO THE MANUFACTURER INSTALLATION INSTRUCTION AND REQUIREMENT. THE ANCHORS INSTALLED SHALL BE TESTED PER MANUFACTURER SPECIFICATION.

7. EXISTING SLAB PENETRATION

7.1. DO NOT DAMAGE EXISTING CONCRETE REINFORCEMENT . LOCATE REINFORCING WITH PROFOMENTER OR OTHER MEANS PRIOR TO SAW CUT OR CORE DRILL.

7.2. THE CONTRACTOR SHALL REPORT ENGINEER FOR APPROVAL BEFORE ANY EXISTING REBAR CUT AND PROVIDE DETAILED REINFORCING SCAN

THE FOLLOWING CRITERIA WILL BE USED TO DESIGN THE STRUCTURAL

SUPPORT AND CATWALKS.

1. BUILDING RISK CATEGORY IV - ESSENTIAL FACILITY

2. DEAD LOADS

2.1. ACTUAL WEIGHT OF THE BOILERS AND ITS ACCESSORIES.

3. LIVE LOADS

3.1. ROOF: 20 PSF

3.2. CATWALK: 250 PSF

4. SNOW LOADS

4.1. GROUND SNOW LOAD, Pg - 40 PSF

4.2. MINIMUM FLAT ROOF SNOW LOAD, Pf MIN - 35 PSF

4.3. SNOW IMPORTANT FACTOR, Is - 1.2

5. WIND LOADS

5.1. BASIC WIND SPEED, VULT - 120 MPH

5.2. WIND EXPOSURE CATEGORY - B

6. SEISMIC LOADS

6.1. SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss - 0.23

6.2. SPECTRAL RESPONSE ACCELERATION PARAMETER, S1 - 0.069

6.3. SEISMIC IMPORTANCE FACTOR, I/E - 1.5

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

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SG-001

STRUTURAL GENERAL NOTES

QS HLRevisions: Date:

PHASE 1 DEMOLITION KEY NOTES:

1. DEMOLISH CONCRETE PAD UNDER FUEL OIL #6 PUMP/HEATER

SKID. REPATCH THE FLOOR AS PER VA SPECIFICATIONS.

2. DEMOLISH CONCRETE PAD UNDER WINTER BOILER FUEL OIL

PUMP SKID. REPATCH THE FLOOR AS PER VA SPECIFICATIONS.

3. DEMOLISH CONCRETE PAD UNDER BOILER FEED WATER PUMPS

AND CONDENSATE TRANSFER PUMPS. REPATCH THE FLOOR AS

PER VA SPECIFICATIONS.

4. DEMOLISH STRUCTURAL SUPPORT FOR EXISTING CONDENSATE

TANK. REPATCH THE FLOOR AS PER VA SPECIFICATIONS. REFER

TO CONCRETE SLAB REPAIR DETAIL FOR MORE INFORMATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

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SD-201

STRUCTURAL PHASE 2 - SUB-BASEMENT

DEMOLITION PLAN

1 1 1

2 2 2

PHASE 2 DEMOLITION KEY NOTES:

1. DEMOLISH BOILER CONCRETE PAD. REPATCH THE FLOOR AS PER

VA SPECIFICATIONS.

2. DEMOLISH ELECTRICAL PANEL CONCRETE PAD. REPATCH THE

FLOOR AS PER VA SPECIFICATIONS.

3. DEMOLISH FUEL OIL PUMP SKID CONCRETE PAD. REPATCH THE

FLOOR AS PER VA SPECIFICATIONS.

4. DEMOLISH STRUCTURAL COLUMNS SUPPORTING PIPING RACK

AND BOILER PLATFORM. REPATCH THE FLOOR AS PER VA

SPECIFICATIONS.

5. DEMOLISH CONCRETE PAD UNDER CONTROL PANEL. REPATCH

THE FLOOR AS PER VA SPECIFICATIONS.

6. DEMOLISH CONCRETE PADS UNDER BLOWDOWN TANK. REPATCH

THE FLOOR AS PER VA SPECIFICATIONS.

7. PROVIDE TEMPORARY SUPPORT FOR EXISTING PIPING. SUBMIT

SUPPORT DETAILS TO ENGINEER PRIOR TO DEMOLITION.

7 7 7

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

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SD-301

STRUCTURAL PHASE 3 - SUB-BASEMENT

PHASE 2 DEMOLITION KEY NOTES:

1. DEMOLISH SUPPORTING PIPING RACK. TURN SOME SECTIONS OF

REMOVED STEEL BEAM OVER TO VA WHEN REQUESTED. PROVIDE

TEMPORARY SUPPORT BEFORE DEMOLITION

2. DEMOLISH BOILER PLATFORM ENTIRELY

3. DEMOLISH DE-AERATOR TANK SUPPORT FRAME (BEAMS AND

COLUMNS)

1 1

2 2 2 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:2

P M

SD-302

STRUCTURAL PHASE 3 - BASEMENT

PHASE 1 NEW WORK KEY NOTES:

1. PROVIDE TWO (2) CONCRETE PADS FOR CONDENSATE TANK. PAD

SIZE : 2'0" X 6'0" X 0'4" (L x W x H). REFER TO GENERAL NOTES FOR

REQUREMENTS ON EQUIPMENT ANCHORAGE. COORDINATE WITH

TANK SPECIFICATIIONS FOR EXACT PAD LOCATION.

2. PROVIDE CONCRETE PAD FOR BOILER PUMP SKID. PAD SIZE : 6'0"

X 3'0" X 0'4" (L x W x H). REFER TO GENERAL NOTES FOR

REQUREMENTS ON EQUIPMENT ANCHORAGE. COORDINATE WITH

APPROVED SUBMITTALS FOR EXACT SIZE AND LOCATION OF THE

PADS.

3. PROVIDE CONCRETE PAD FOR DOMESTIC WATER HEATER. PAD

SIZE : 10'4" X 7'9" X 0'4" (L x W x H). REFER TO GENERAL NOTES

FOR REQUREMENTS ON EQUIPMENT ANCHORAGE. COORDINATE

WITH APPROVED SUBMITTALS FOR EXACT SIZE AND LOCATION OF

THE PADS.

4. PROVIDE CONCRETE PAD FOR FLASH TANK . PAD SIZE : 1'0" X 1'0"

X 0'4" (L x W x H). REFER TO GENERAL NOTES FOR REQUREMENTS

ON EQUIPMENT ANCHORAGE. COORDINATE WITH APPROVED

SUBMITTALS FOR EXACT SIZE AND LOCATION OF THE PADS.

5. PROVIDE CONCRETE PAD FOR CONDENSATE PUMP. PAD SIZE :

3'2" X 2'6" X 0'4" (L x W x H). REFER TO GENERAL NOTES FOR

REQUREMENTS ON EQUIPMENT ANCHORAGE. COORDINATE WITH

APPROVED SUBMITTALS FOR EXACT SIZE AND LOCATION OF THE

PADS.

1' - 11" 6' - 0" 6' - 11" 2' - 0" 5' - 9" 2' - 0" 16' - 1"

10' - 4"

10' - 4" 13' - 0"

3' - 2"

19' - 11"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:2

P M

SF-201

STRUCTURAL PHASE 2 - SUB-BASEMENT NEW

WORK PLAN

SF-401

SF-401

PHASE 2 NEW WORK KEY NOTES:

1. PROVIDE CONCRETE PAD FOR 600 BHP BOILER. PAD SIZE : 22'9" X

8'6" X 0'8" (L x W x H). REFER TO GENERAL NOTES FOR

REQUREMENTS ON EQUIPMENT ANCHORAGE. COORDINATE WITH

BOILER SPECIFICATION FOR EXACT SIZE AND LOCATION.

2. PROVIDE CONCRETE PAD FOR 300 BHP BOILER. PAD SIZE : 18'4" X

7'8" X 0'8" (L x W x H). REFER TO GENERAL NOTES FOR

REQUREMENTS ON EQUIPMENT ANCHORAGE .COORDINATE WITH

BOILER SPECIFICATION FOR EXACT SIZE AND LOCATION.

3. PROVIDE CONCRETE PAD FOR GENERATOR DAY TANK. PAD SIZE :

3'0" X 2'6" X 0'4" (L x W x H). REFER TO GENERAL NOTES FOR

REQUREMENTS ON EQUIPMENT ANCHORAGE.

4. PROVIDE CONCRETE PAD FOR GENERATOR. PAD SIZE : 9'6" X 4'0"

X 0'4" (L x W x H). REFER TO GENERAL NOTES FOR REQUREMENTS

ON EQUIPMENT ANCHORAGE.

5. PROVIDE CONCRETE PAD FOR BLOWDOWN TANK. PAD SIZE : 3'0"

X 3'0" X 0'4" (L x W x H). REFER TO GENERAL NOTES FOR

REQUREMENTS ON EQUIPMENT ANCHORAGE.

1 1 2 2

SF-401

SF-401

SF-401

9' - 6" 5' - 5" 9' - 6" 5' - 4" 8' - 2" 5' - 3" 8' - 2"

3' - 0" 10' - 8"

9' - 6" 7' - 11"

3' - 7" 19' - 11" 28' - 3"

SF-504

SF-504

3' - 0"

14' - 3" 9' - 0" 5' - 11" 9' - 0" 5' - 10" 7' - 8" 5' - 9" 7' - 8"

W8X24

W8X24

W8X24

W8X24

W8X24

W8X24

HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2

HSS6X6X1/2 HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2HSS6X6X1/2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:2

P M

SF-301

STRUCTURAL PHASE 3 - SUB-BASEMENT NEW

P

SF-401

SF-401

W X

W X

1 1 1

2 2

2 2

W X

W8X15

W X

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2 HSS6X6X1/2

HSS6X6X1/2

W8X15

HSS6X6X1/2

W X

W8X15

W X

W X

HSS6X6X1/2

HSS6X6X1/2

W8X15

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2HSS6X6X1/2

W X

W8X15

W X

W X

W X

W8X15

W X

W X

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2HSS6X6X1/2

W10X30 W10X30

W10X30 W10X30

W10X30W X

W X

W X

SF-401

SF-401

SF-401

SF-504

SF-504

SEE CONCRETE WALL

ANCHOR DETAIL (TYP)

SC (TYP. FOR ALL W8X15 TO

W8X15 CONNECTION)

MC (TYP. FOR ALL W8 TO

HSS CONNECTION)

SC

CUT EXISTING HAND RAIL

FOR OPENING TO NEW

CATWALK SHEAR CONNECTION (SC)

FOR W10 SPLICES (TYP.)

SHEAR CONNECTION (SC)

FOR W10 SPLICES (TYP.)

17' - 11" 2' - 0" 26' - 3" 2' - 0" 18' - 9"

4' - 0" 4' - 1" 4' - 1" 4' - 1"

W8X15

W X

W8X15

3' - 1" 5' - 1"

HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2

W8X15W8X15

W8X15

W X

W X

W X

W X

W X

W X

W X

W X

HSS6X6X1/2

W8X15

W 8X15

5' - 10" 3' - 7" 3' - 10" 5' - 8"

W8X15

3' - 9" 5' - 9" 3' - 9" 5' - 9"

3' - 1" 5' - 1"

SLOPE DOWN

8 8

NEW WORK KEY NOTES:

1. PROVIDE NEW PIPING SUPPORT FRAME

2. PROVIDE NEW BOILER PLATFORM AND SUPPORT FRAME. REFER

TO SF-501 FOR CHECKER PLATE DETAILS

3. RE-ENFORCE THE MEZZANINE FRAMING TO SUPPORT NEW DE-

AERATOR TANK

4. PROVIDE CATWALK TO CONNECT MENZANINE AND CHILLER

PLANT. REFER TO SF-501 FOR CHECKER PLATE DETAILS

5. PROVIDE FRAMING FOR NEW LOUVERS. DEFER TO SECTIONS AND

DETAILS FOR MORE INFO.

6. MC INDICATES FULL MOMENT CONNECTION. SC INDICATES

SIMPLE SHEAR CONNECTION (SEE GENEAL NOTES 5.12)

7. PROVIDE FRAMING FOR NEW DOUBLE DOORS. REFER TO

SECTIONS AND DETAILS FOR MORE INFO.

8. SEE S501 FOR ALT. DIAMOND CHECKER PLATE DETAIL

9. PROVIDE PLATFORM, LADDER AND HANDRAIL TO ACCESS ALL THE

VALVES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:2

P M

SF-302

STRUCTURAL PHASE 3 - BASEMENT NEW

Sub basement 178' - 9"

Basement 190' - 7"

Level 1 202' - 6"

Roof 216' - 5 3/4"

W8X15

L3X3X1/4

H S

S

X X

/2

H S

S

X X

/2W8X15

W

X

W8X24

W X

4W

X

HAND RAIL

REFER TO CHECKER

PLATE DETAIL FOR

MORE INFO

2' - 8"

REFER TO W8 COLUMN TO

CONCRETE FLOOR

ANCHOR DETAIL FOR MORE

INFO

REFER TO HSS

COLUMN TO

CONCRETE FLOOR

ANCHOR DETAIL

FOR MORE INFO

L3X3X1/4

HAND RAIL

REFER TO CHECKER

PLATE DETAIL FOR

MORE INFO

W8X24

W

X

Sub basement 178' - 9"

Basement 190' - 7"

Level 1 202' - 6"

Roof 216' - 5 3/4"

W8X15

L3X3X1/4

H S

S

X X

/2

H S

S

X X

/2

W X

W X

4W8X24

W10X30 W10X30

3' - 0"

HAND RAIL

3' - 0"

REFER TO CHECKER

PLATE DETAIL FOR

MORE INFO

REFER TO W8 COLUMN TO

CONCRETE FLOOR

ANCHOR DETAIL FOR MORE

INFO

REFER TO HSS COLUMN TO

CONCRETE FLOOR ANCHOR

DETAIL FOR MORE INFO

L3X3X1/4

SEE CONCRETE

WALL ANCHOR

DETAIL (TYP)

ACCESS PLATFORM

AND HANDRAIL

W8X15

W8X24

Sub basement 178' - 9"

Basement 190' - 7"

Level 1 202' - 6"

Roof 216' - 5 3/4"

W8X15

RE-ENFORCE BEAMS

Sub basement 178' - 9"

Basement 190' - 7"

Level 1 202' - 6"

Roof 216' - 5 3/4"

Sub basement 178' - 9"

Basement 190' - 7"

Level 1 202' - 6"

Roof 216' - 5 3/4"

19' - 11" 28' - 3" 18' - 9"

SHEAR CONNECTION (SC)

FOR W10 SPLICES (TYP.)

W10X30 W10X30

W X

W X

W X

SHEAR

CONNECTION (SC)

CUT EXISTING HAND RAIL

FOR OPENING TO NEW

CATWALK

2' - 0" 2' - 0"

SHEAR CONNECTION (SC)

FOR W10 SPLICES (TYP.)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:3

P M

SF-401

STRUCTURAL SECTIONS

QS HL

3/16" = 1'-0"

STRUCTURAL SECTION 1

3/16" = 1'-0"

STRUCTURAL SECTION 2

3/16" = 1'-0"

STRUCTURAL SECTION 3

3/16" = 1'-0"

STRUCTURAL SECTION 5

3/16" = 1'-0"

STRUCTURAL SECTION 4

Revisions: Date:

P$

SF-501

NEW WORK KEY NOTES:

1. PROVIDE SEISMIC BRACING USING WALL MOUNTED ANGLE

BRACKET. SEE DETAIL SHEET FOR MORE INFO.

2. PROVIDE SEISMIC BRACING USING CLEVIS HANGER AND RIGID

MEMBER. SEE DETAIL SHEET FOR MORE INFO.

3. PROVIDE ANCHOR BOLT TO SECURE CONDENSATE TANK TO

CONCRETE PAD, USING HILTI KWIK BLT TZ 5/8". THE AMOUNT OF

ANCHOR BOLTS RECOMMENDED BY MANUFACTURER IS MINIMUM 4

BOLTS AT FOUR CORNERS.

4. PROVIDE ANCHOR BOLT TO SECURE DOMESTIC WATER HEATER TO

CONCRETE PAD, USING HILTI KWIK BLT TZ 5/8". THE AMOUNT OF

ANCHOR BOLTS RECOMMENDED BY MANUFACTURER IS MINIMUM 4

BOLTS AT FOUR CORNERS.

5. PROVIDE ANCHOR BOLT TO SECURE FUEL OIL PUMP TO CONCRETE

PAD, USING HILTI KWIK BLT TZ 1/2". THE AMOUNT OF ANCHOR BOLTS

RECOMMENDED BY MANUFACTURER IS MINIMUM 4 BOLTS AT FOUR

CORNERS.

6. PROVIDE SEISMIC BRACING USING TRAPEZE HANGER AND CABLES.

SEE DETAIL SHEET FOR MORE INFO.

DWH-1

DWH-2

Sub basement 178' - 9"

Basement 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

Level 1 202' - 6"

Roof 216' - 5 3/4"

Sub-basement 178' - 9"

Basement 190' - 6 31/32"

Level 1 202' - 6"

Roof 216' - 5 3/4"

2 2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:3

P M

SF-501

STRUCTURAL PHASE 2 - SUB-BASEMENT

SEISMIC BRACING PLAN

QS HL

3/16" = 1'-0"

2.3 STRUCTURAL - PHASE 2 -

SUB-BASEMENT SEISMIC BRACING

3/16" = 1'-0"

PHASE 2 - SUB-BASEMENT SEISMIC

SECTIONS

NEW WORK KEY NOTES:

1. PROVIDE SEISMIC BRACING USING RIGID COLUMN AND ANCHOR

TO ROOF DECK OR ROOF SUPPORTING BEAMS. SEE DETAIL

SHEET FOR MORE INFO.

1 1 1 1

SF-502

(TO BE VERIFY IN THE FIELD)

17' - 0"

(TO BE VERIFY IN THE FIELD)

19' - 1"

(TO BE VERIFY IN THE FIELD)

18' - 11"

Sub basement 178' - 9"

Basement 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

Level 1 202' - 6"

Roof 216' - 5 3/4"

Sub-basement 178' - 9"

Basement 190' - 6 31/32"

Level 1 202' - 6"

Roof 216' - 5 3/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:3

P M

SF-502

STRUCTURAL PHASE 2 - BASEMENT SEISMIC

BRACING PLAN

QS HL

3/16" = 1'-0"

2.4 STRUCTURAL - PHASE 2 -

BASEMENT SEISMIC BRACING

3/16" = 1'-0"

PHASE 2 - BASEMENT SEISMIC

SECTIONS

P

SF-401

SF-401

NEW WORK KEY NOTES:

1. PROVIDE SEISMIC BRACING USING CLEVIS HANGER AND RIGID

MEMBER. SEE DETAIL SHEET FOR MORE INFO.

2. ALL THE OVER HEAD STEAM PIPES, PUMPED CONDENSATE PIPES

AND CONDENSATE PIPES WITHIN THIS AREA SHALL BE

SUPPORTED FROM NEW PIPING SUPPORT FRAME. REFER TO

SF-302 FOR MORE DETAILS OF PIPING SUPPORT FRAME.

3. PROVIDE ANCHOR BOLTS TO SECURE BOILER TO CONCRETE PAD,

USING HILTI KWIK BLT TZ 3/4". THE AMOUNT OF ANCHOR BOLTS

RECOMMENDED BY MANUFACTURER IS MINIMUM 4 BOLTS AT

FOUR CORNERS.

SF-504

3 3 3 3

SF-504

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:3

P M

SF-503

STRUCTURAL PHASE 3 - SUB-BASEMENT

SEISMIC BRACING PLAN

SF-401

SF-401

NEW WORK KEY NOTES:

1. PROVIDE SEISMIC BRACING USING RIGID COLUMN & PIPE CLAMP

AND ANCHOR FROM THE WALL OR COLUMN. SEE DETAIL SHEET

FOR MORE INFO.

2. PROVIDE W8X15 BEAM AND CLAMP ALL STEAM PIPES TO THE

BEAM.

3. PROVIDE SEISMIC BRACING USING CLEAVIS HANGER WITH

REINFORCED WITH WIRE ARCHORS. SEE DETAIL SHEET FOR

MORE INFO.

4. PROVIDE SEISMIC BRACING USING RIGID COLUMN AND ANCHOR

TO THE FLOOR. SEE DETAIL SHEET FOR MORE INFO.

5. PROVIDE SEISMIC BRACING USING RIGID COLUMN AND ANCHOR

TO THE ROOF STRUCTURE. SEE DETAIL SHEET FOR MORE INFO

1 1

1 1 1 1

2 2 2 2

SF-504

3 3

SF-504

5 5 5

5 5 5 5

5 5 5 5

SF-401

SF-401

1 2

W10X30W10X30

HAND

RAIL HAND

RAIL

W8X15

W8X15

HSS6X6X1/2

HSS6X6X1/2

L3X3X1/4

Sub basement 178' - 9"

Basement 190' - 7"

Sub-basement 178' - 9"

Basement Mezzanie 190' - 7"

Level 1 202' - 6"

Roof 216' - 6"

Level 1 202' - 6"

Roof 216' - 5 3/4"

Sub-basement 178' - 9"

Basement 190' - 6 31/32"

Level 1 202' - 6"

Roof 216' - 5 3/4"

SF-401

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

N

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:3

P M

SF-504

STRUCTURAL PHASE 3 - BASEMENT SEISMIC

BRACING PLAN

QS HL

3/16" = 1'-0"

3.7 STRUCTURAL - PHASE 3 -

BASEMENT SEISMIC BRACING

3/16" = 1'-0"

PHASE 3 - BASEMENT SEISMIC

SECTIONS 2

3/16" = 1'-0"

PHASE 3 - BASEMENT SEISMIC

SECTIONS1

4 4

NTS

GENERATOR EXHAUST AIR LOUVER FRAMING DETAILS

NTS

GENERATOR OUTDOOR AIR INTAKE LOUVER FRAMING DETAILS

NTS

TYPICAL CONCRETE PAD DETAILS

NTS

TYPICAL W8X15 TO CONCRETE WALL ANCHOR DETAIL

NTS

TYPICAL HSS COLUMN TO CONCRETE FLOOR ANCHOR DETAIL

NTS

TYPICAL W8 COLUMN TO CONCRETE FLOOR ANCHOR DETAIL

NTS

CHECKER PLATE DETAIL

END PLATE DETAIL

END PLATE DETAIL

NTS

ELECTRICAL ROOM NEW DOOR OPENING FRAMING DETAILS

END PLATE DETAIL

NTS

TOPSIDE CONCRETE SLAB REPAIR DETAIL

EX. CONCRETE SLAB TO REMAIN

1/2" SAW CUT AT PERIMETER

REPAIR MORTAR

CHIP MIN 2" UNLESS EX.

REINFORCING IS EXPOSED

AREA OF DEFICIENT CONCRETE

4"4"

NEW WALL OPENING

EXISTING CONCRETE WALL

NEW W8X24 STEEL

LINTEL AND 1/4"STEEL

PLATE

EXISTING CONCRETE

AND BRICK WALL.

NEW W8X24 STEEL

LINTEL AND 1/4" STEEL

PLATE

NEW LOUVER

EXISTING SLAB

EXISTING

FOUNDATION WALL

NEW WALL

OPENING

EXISTING

CONCRETE WALL

NEW W8X24 STEEL LINTEL AND 1/4 "

STEEL PLATE

NEW C8X11.5 STEEL JAMB

AND BRICK INFILL

NEW LOUVER

EXISTING SLAB

EXISTING

FOUNDATION WALL

NEW BRICK WALL.

NEW W8X24 STEEL LINTEL AND 1/4 "

STEEL PLATE

EXISTING CONCRETE

AND BRICK WALL.

NEW BRICK WALL.

(4) 5/8" HILTI HIT - 200

CONCRETE ANCHORS

(4) 5/8" HILTI HIT - 200

CONCRETE ANCHORS

#4 REBAR

@ 12" O.C.

#4 DOWEL @12" O.C.

BOTH WAY WITH HILTI

Hit-HY 200 ADHESIVE

ANCHORING

EXISTING FLOOR

SEE PLANS FOR PAD HEIGHT

6" EMB

W

NOTES:

1. REFER TO FLOOR PLANS FOR LOCATION AND DIMENSION OF HOUSE KEEPING PADS.

2. COORDINATE WITH MEP CONTRACTORS FOR EXACT LOCATION AND SIZE OF

EQUIPMENT.

3. PADS SHALL BE 6" BEYOND EQUIPMENT UNLESS OTHERWISE NOTED.

4. INSTALL STAINLESS STEEL CHAIRS TO HOLD UP REBAR DURING POUR.

W8X15

9"

9" 12"

12"

3/4" END PLATE WITH

(4) - 3/4" HILTI KWIK TZ

BOLTS

8"

8" 10"

10"

1" END PLATE WITH

(4) - 3/4" HILTI KWIK TZ

BOLTS

4"

10"

10"

1" END PLATE WITH

(4) - 3/4" HILTI KWIK TZ

BOLTS

W10X26

W8X24

W8X24

HANDRAIL

1/8" DIAMOND CHECKER PLATE (GALVANIZED)

1/8" STITCH WELD TO L 2-1/2 X L 2-1/2

L5 X 3-1/2 X 5/16, SHOP WELD

TO SUPPORTING STEEL

MEMBER

SUPPORTING STEEL MEMBER

L 2-1/2 X 2-1/2 X 1/4 @ 12" OC MAX SPACING

FIELD WELD OR

BOLT TO W-BEAM

W8X24

L3X3X1/4

3" 3"

SHEAR

CONNECTION

BY OTHER

SHEAR CONNECTION BY OTHER

(SEE GENERAL NOTE 5.12)

3/4" CHAMFER AROUND

EDGE

9"

9" 12"

12"

1/2" END PLATE

WITH (4) - 5/8" HILTI

HIT - 200 CONCRETE

ANCHORS

NOTES:

- PAINT THE STEEL PLATE AND BEAM WITH TNEMEC

PRODUCT OR EQUAL TO AVOID RUSTING

9"

9" 12"

12"

1/2" END PLATE

WITH (4) - 5/8" HILTI

HIT - 200 CONCRETE

ANCHORS

NOTES:

- PAINT THE STEEL PLATE AND BEAM WITH TNEMEC

PRODUCT OR EQUAL TO AVOID RUSTING

NOTES:

- PAINT THE STEEL PLATE AND BEAM WITH TNEMEC

PRODUCT OR EQUAL TO AVOID RUSTING

NOTES:

- PAINT THE STEEL PLATE AND BEAM WITH TNEMEC

PRODUCT OR EQUAL TO AVOID RUSTING

NOTES:

- PAINT THE STEEL PLATE

AND BEAM WITH TNEMEC

PRODUCT OR EQUAL TO

AVOID RUSTING

NOTES:

- PAINT THE STEEL PLATE AND BEAM WITH TNEMEC

PRODUCT OR EQUAL TO AVOID RUSTING

END PLATE

SEE END PLATE DETAILS

END PLATE

SEE END PLATE DETAILS

NEW W12X26 STEEL LINTEL

AND 1/4"STEEL PLATE

NEW WALL OPENING

EXISTING CONCRETE WALL

(4) 5/8" HILTI HIT - 200

CONCRETE ANCHORS

END PLATE

SEE END PLATE DETAILS

EXISTING CONCRETE

AND BRICK WALL.

EXISTING SLAB

EXISTING

FOUNDATION WALL

NEW BRICK WALL.

NEW W12X26 STEEL LINTEL

AND 1/4"STEEL PLATE

NEW DOOR

9"

13" 16"

12"

1/2" END PLATE

WITH (4) - 5/8" HILTI

HIT - 200 CONCRETE

ANCHORS

CONCRETE SLAB REPAIR INSTRUCTION

• HAZARDOUS MATERIAL ABATEMENT, IF NECESSARY, SHALL BE PERFORMED PRIOR

TO PROCEEDING WITH CONCRETE REPAIR.

• THOROUGHLY CLEAN REPAIR AREAS BY POWER WASHING.

• REPAIR MORTAR SHALL BE SIKATOP 122 PLUS MANUFACTURED BY SIKA CORP. OR

APPROVED EQUAL.

• BONDING AGENT SHALL BE ARMITEC 110 EPOCEM MANUFACTURED BY SIKA CORP.

OR APPROVED EQUAL.

• CONCRETE REPAIR PROCEDURE:

(A) PREPARE THE REPAIR PER PREPARATION NOTES ABOVE.

(B) APPLY (2) COATS OF CORROSION INHIBITOR PER THE MANUFACTURER'S

RECOMMENDATIONS. ALLOW TO DRY FOR 24 HOURS, THEN REMOVE SURFACE

FILM BY POWER WASHING.

(C) APPLY BONDING AGENT PER THE MANUFACTURER'S RECOMMENDATIONS.

(D) INSTALL MORTAR IN REPAIR AREA PER THE MANUFACTURER'S

RECOMMENDATIONS.

(E) CURE REPAIR MORTAR PER MANUFACTURER'S RECOMMENDATIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:3

P M

SF-601

STRUCTURAL DETAILS

Topside Concrete Slab Repair Detail

3' max

W6X15

5/8" Hilti HDA Undercut Concrete

3/4" Hilti HDA Undercut 8"

8"

12"

12"

12x12x 3/4" Base PL

W6X15

TYP

1/4

7.5"

MIN

5/8" HILTI HDA UNDERCUT

CONCRETE

1/4" STIFFENER

16x9x 3/4" BASE PL

1/4" STIFFENER

36"

(8) 5/8" HILTI HDA

UNDERCUT

SPACED AT 3-6-3

INCHES

6" DIA SCH 40 TUBE

12' max

10x10x1/2" CAP PL1/2 " Hilti

5 NTS

SEISMIC COLUMN BRACING DETAIL

5"

12"

1 NTS

SINGLE PIPE SUPPORTED BY PIPE CLAMP AND WIRE

2 NTS

TRAPEZE SUPPORTED WITH RIGID MEMBER

ALTERNATE LOCATION

3 NTS

CLEAVIS HANGER REINFORCED WITH WIRE ARCHORS

6 NTS

WALL MOUNTED PIPE SUPPORT SYSTEM

1 5/8 "

UNISTRUT P1000

ALTERNATE CABLE LOCATION

4 NTS

DETAIL

10 NTS

DOUBLE CLEVIS HANGER WITH TRAPEZE SEISMIC BRACE

5/8" Hilti HDA Undercut Concrete

Pipe Bracket

11 NTS

PIPE BRACING TO WALL

12 NTS

SINGLE PIPE IN TRAPEZE SEISMIC BRACING7 NTS

RIGID MEMBER ATTACHED TO CLEVIS HANGER SEISMIC BRACE

8 NTS

DOUBLE PIPE IN TRAPEZE SEISMIC BRACING DETAIL

9 NTS

CLEVIS HANGER WITH TRAPEZE SEISMIC BRACE

5/8 " HILTI HDA

UNDERCUT CONCRETE

5/8 " HILTI KWIK BOLT TZ

PIPE BRACKET

HILTI HDA UNDERCUT CONCRETE

5/8 "

HILTI HDA UNDERCUT CONCRETE

5/8 "

7X19 GALVANIZED

AIRCRAFT CABLE

1 5/8 "

UNISTRUT P1000

7X19 GALVANIZED

AIRCRAFT CABLE

7X19 GALVANIZED

AIRCRAFT CABLE

7X19 GALVANIZED

AIRCRAFT CABLE

1 5/8 "

UNISTRUT P1000

7X19 GALVANIZED

AIRCRAFT CABLE

7X19 GALVANIZED

AIRCRAFT CABLE

NOTE: ANCHOR TO WALL USING 5/8" HILTI HDA

UNDERCUT CONCRETE

PIPE CLAMP

TRAPEZE HANGER

TRAPEZE HANGER

TRAPEZE HANGER

TRAPEZE HANGER

TRAPEZE HANGER

3/4" CONNECTION PLATE

W/ (4) 3/4" DIA A325 BOLTS

6" DIA SCH 80 TUBE

1/2" TREADED ROD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

248 Copeland Street Quincy, MA 02169 P: 617-481-6390 F: 617-687-5990

200 Brickstone Square Andover, MA 01810 P: 978-296-6227 F: 978-475-5768

100% CONSTRUCTION

DOCUMENTS

REPLACE MAIN BOILERS 528A8-17-805

Samuel S. Stratton VA Medical Center, 113 Holland Ave., Albany, New York 12208

06/05/2024

105 Central Street Stoneham, MA 02180 P: 781-275-6050

C U se rs

\h a u n g \D o c u m e n ts

\A lb a n y B o ile r_ S tr u ct B id S e t_

V h a u n g

G H

V P

.r v t

/7

/2

:2

:4

P M

SF-602

STRUCTURAL SEISMIC DETAILS