Atch 4 DRAWINGS Part 3.pdf

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06/11/2019

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35% SCHEMATIC DESIGN

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VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

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DATE:________________

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ENGINEERING SERVICES

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U.S. Department of Veterans Affairs

ENGINEER OF RECORD

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PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

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ENGINEERING SERVICES

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08 - 6231

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664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

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REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

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ENGINEERING SERVICES

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VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

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U.S. Department of Veterans Affairs

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PROJECT TITLE

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ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

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08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

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BY:___________________

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U.S. DEPARTMENT OF

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05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

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08 - 6231

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664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

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ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

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U.S. Department of Veterans Affairs

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BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

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U.S. Department of Veterans Affairs

ENGINEER OF RECORD

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APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

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ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

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U.S. Department of Veterans Affairs

ENGINEER OF RECORD

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ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

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OFFICE OF

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FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

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VA FORM

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ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

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OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD

SHEET TITLE

F

E

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C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

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1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019

07/16/2019

08/23/2019

12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

QH307

1870 Cordell Court, Suite 202 El Cajon, CA 92020 tel 619 312 6336 aarkengineering.com

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STATE

OF CA L I FORN

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IC H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD SHEET TITLE

F

E

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VA FORM

2 3 4 5 6 7 8 9 10

F

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1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019 07/16/2019 08/23/2019 12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-001

GENERAL STRUCTURAL NOTES

& ABBREVIATIONS

GENERAL

1. ALL WORK SHOWN ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK, UNLESS OTHERWISE NOTED.

2. ALL WORK AND MATERIALS SHOWN ON THESE DRAWINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, UNLESS OTHERWISE NOTED.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE DESIGN PROFESSIONAL OF RECORD SHALL BE NOTIFIED OF ANY

DISCREPANCIES FOUND.

4. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS.

5. BEFORE COMMENCING EXCAVATION, THE CONTRACTOR SHALL VERIFY THE LOCATION OF EXISTING UNDERGROUND UTILITIES, VALVE PITS OR VAULTS AND

SHALL NOT PERFORM WORK THAT WILL DAMAGE THEM OR INTERFERE WITH THEIR SERVICE.

6. STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO ARCHITECTURAL APPURTENANCES OR MECHANICAL, PLUMBING OR ELECTRICAL EQUIPMENT

SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION OR CONSTRUCTION.

7. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE METHODS OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT EXISTING AND NEW STRUCTURES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT

NOT BE LIMITED TO, BRACING, SHORING, ET CETERA FOR ALL CONSTRUCTION PHASE LOADS.

8. ALL EQUIPMENT SHALL BE DIMENSIONALLY LOCATED PER THE ARCHITECTURAL DRAWINGS. EQUIPMENT LOCATED OTHERWISE SHALL BE RELOCATED AT THE

CONTRACTOR'S EXPENSE.

DESIGN CRITERIA

1. DESIGN BUILDING CODE 2015 INTERNATIONAL BUILDING CODE

VAH-18-8 - SEISMIC DESIGN REQUIREMENTS

2. RISK CATEGORY IV

3. FLOOR LIVE LOADS

a. OFFICE 50 PSF (REDUCIBLE)

b. CORRIDOR / EXIT 80 PSF

c. PARTITION ALLOWANCE 15 PSF

4. SEISMIC DESIGN CRITERIA:

a. SEISMIC IMPORTANCE FACTOR, Ie 1.5

b. SPECTRAL RESPONSE PARAMETER, SS 1.205

c. SPECTRAL RESPONSE PARAMETER, S1 0.465

d. SITE CLASS D

e. DESIGN SHORT PERIOD ACCELERATION, SDS 0.818

f. DESIGN 1-SEC ACCELERATION, SD1 0.476

g. SEISMIC DESIGN CATEGORY D

h. SEE "EQUIPMENT ANCHORAGE SCHEDULE" FOR COMPONENT-SPECIFIC SEISMIC DESIGN PARAMETERS

REINFORCED CONCRETE

1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS AS INDICATED BELOW, UNLESS OTHERWISE NOTED:

a. ALL CONCRETE 3000 PSI

2. COMPOSITE STEEL DECK TOPPING SLABS SHALL BE LIGHTWEIGHT CONCRETE AND SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AS NOTED

ABOVE.

a. WEIGHT 107 - 113 PCF

b. AIR-ENTRAINMENT 4.5% - 7.5%

3. MIX DESIGN REQUIREMENTS: SLUMP SHALL BE 4" ± 1" (A MAXIMUM SLUMP OF 8" ± 1" SHALL BE PERMITTED AFTER INTRODUCTION OF A WATER-REDUCING ADMIXTURE FOR CONCRETE WITH A VERIFIED MAXIMUM SLUMP OF 4" ± 1" PRIOR TO INTRODUCTION OF ADMIXTURE); MAXIMUM AGGREGATE SIZE SHALL BE 1";

MAXIMUM WATER/CEMENT RATIO SHALL BE 0.50. SEE SPECIFICATIONS FOR COMPLETE MIX DESIGN REQUIREMENTS.

4. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.

5. PROVIDE A 3/4" CHAMFER ON ALL EXPOSED CORNERS UNLESS OTHERWISE NOTED ON THE DRAWINGS.

6. ALL COLD JOINTS SHALL BE ROUGHENED AND CLEANED PRIOR TO PLACING CONCRETE.

7. CONSTRUCTION JOINTS IN CONCRETE INDICATED WITH A ROUGH, CLEAN SURFACE SHALL HAVE A 1/4" MINIMUM AMPLITUDE.

8. CURING: CONCRETE SHALL BE MAINTAINED AT A MINIMUM TEMPERATURE OF 50 DEGREES FAHRENHEIT AND IN A MOIST CONDITION FOR AT LEAST THE FIRST SEVEN DAYS AFTER PLACEMENT. CURING SHALL BE PERFORMED IN ACCORDANCE WITH ONE OF THE METHODS PRESCRIBED IN ACI 308R. SEE

SPECIFICATIONS FOR COMPLETE CURING REQUIREMENTS.

REINFORCING STEEL

1. STEEL BAR REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60.

2. WELDING OF REINFORCING STEEL SHALL NOT BE PERMITTED.

3. MINIMUM BAR LAP SPLICE LENGTHS FOR REINFORCING IN CONCRETE SHALL BE AS INDICATED BELOW UNLESS OTHERWISE NOTED ON THE DRAWINGS (f'c = 3000 PSI AND fy = 60 KSI):

a. CLASS A SPLICE, #6 AND SMALLER: 57 BAR DIAMETERS

b. CLASS B SPLICE, #6 AND SMALLER: 74 BAR DIAMETERS

c. CLASS A SPLICE, #7 AND LARGER: 72 BAR DIAMETERS

d. CLASS B SPLICE, #7 AND LARGER: 93 BAR DIAMETERS

4. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS:

CONCRETE CAST AGAINST EARTH 3"

FORMED CONCRETE AGAINST EARTH 2"

CONCRETE EXPOSED TO WEATHER 2"

ALL OTHER 1 1/2"

5. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF ACI 315, DETAILS AND DETAILING OF

CONCRETE REINFORCEMENT.

POST-INSTALLED ANCHORS

1. POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY, INCLUDING DRILLED-IN ANCHORS AND POWER ACTUATED FASTENERS (PAF), SHALL COMPLY WITH THE CURRENT ISSUANCE OF THE FOLLOWING EVALUATION REPORTS, UNLESS NOTED OTHERWISE:

TYPE BASE MATL PRODUCT EVALUATION REPORT

WEDGE CONC HILTI KB-TZ2 ICC ESR-4266

EPOXY CONC HILTI HIT-RE 500 V3 ICC ESR-2322

2. USE CARE AND CAUTION TO AVOID CUTTING OR DAMAGING EXISTING REINFORCING STEEL, CONDUITS, AND OTHER EMBEDDED ITEMS WHEN INSTALLING DRILLED-IN ANCHORS AND/OR POWER DRIVEN FASTENERS (PAF) IN EXISTING REINFORCED CONCRETE OR MASONRY. LOCATE EXISTING REINFORCING STEEL, CONDUITS, AND OTHER EMBEDDED ITEMS USING A NON-DESTRUCTIVE METHOD PRIOR TO DRILLING FOR ANCHORS. MAINTAIN A MINIMUM CLEARANCE OF ONE INCH BETWEEN EMBEDDED ITEMS AND DRILLED-IN ANCHOR AND/OR PIN. LOCATED REINFORCING STEEL, CONDUITS AND OTHER EMBEDDED ITEMS SHALL BE IDENTIFIED WITH NON-PERMANENT MARKINGS INCLUDING THE APPROXIMATE DEPTH OF THE LOCATED ITEM, AND SHALL BE MAINTAINED IN PLACE

FOR INSPECTION UNTIL ANCHOR IS DRILLED.

3. PROVIDE INSPECTION AND TESTING FOR POST-INSTALLED ANCHORS AS REQUIRED PER THE "SPECIAL INSPECTION AND TESTING" SECTION OF THESE

GENERAL STRUCTURAL NOTES.

4. WHERE POST-INSTALLED ANCHORS ARE INSTALLED IN EXTERIOR AREAS, WET AREAS, OR EXTERIOR WALL SILLS, ANCHORS SHALL BE STAINLESS STEEL

UNLESS OTHERWISE INDICATED.

5. WHERE POST-INSTALLED ANCHORS ARE INSTALLED IN RECENTLY PLACED CONCRETE, CONCRETE SHALL ACHIEVE AT LEAST 75% OF THE SPECIFIED ULTIMATE COMPRESSIVE STRENGTH PRIOR TO DRILLING OR INSTALLING ANCHORS. CONCRETE STRENGTH SHALL BE DETERMINED IN ACCORDANCE WITH ACI 301-10, SECTION 1.6.3 OR SECTION 1.6.4, AND TEST RESULTS SHALL BE DELIVERED TO THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO PROCEEDING

WITH DRILLING OR ANCHOR INSTALLATION.

STRUCTURAL STEEL

1. ANGLES, CHANNELS, PLATES, BARS AND RODS SHALL CONFORM TO ASTM A36 UNLESS OTHERWISE NOTED ON THE DRAWINGS.

2. WIDE FLANGE SECTIONS SHALL CONFORM TO ASTM A992, GRADE 50.

3. RECTANGULAR TUBE SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE C.

4. PIPE SECTIONS SHALL CONFORM TO ASTM A53, GRADE C.

5. ANCHOR BOLTS SHALL BE HEADED ANCHOR BOLTS AND SHALL CONFORM TO ASTM F1554, GRADE 36, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

6. BOLTS SHALL CONFORM TO ASTM A325N (SNUG TIGHT) UNLESS OTHERWISE NOTED ON THE DRAWINGS.

7. BOLT HOLES SHALL BE 1/16" OVERSIZE UNLESS OTHERWISE NOTED ON THE DRAWINGS. BURNING OF BOLT HOLES SHALL NOT BE PERMITTED.

8. WELDING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS IN CONFORMANCE WITH AWS D1.1 USING E70 SERIES ELECTRODES, UNLESS OTHERWISE

NOTED.

9. GALVANIZING. STEEL EXPOSED TO WEATHER AND STEEL INDICATED AS GALVANIZED ON THE DRAWINGS SHALL BE GALVANIZED AS FOLLOWS:

a. STEEL SECTIONS, PLATES, BARS AND RODS SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION IN CONFORMANCE WITH ASTM A123.

b. STEEL BOLTS, NUTS AND WASHERS SHALL BE HOT-DIPPED GALVANIZED IN CONFORMANCE WITH ASTM A153.

c. GALVANIZED COATINGS DAMAGED BY TRANSPORTING, HANDLING, CUTTING, BOLTING OR WELDING SHALL BE REPAIRED PER ASTM A780 USING

ZINC-RICH PAINT FOR GALVANIZING.

10. ALL NEW STEEL SHALL HAVE FIREPROOFING APPLIED PER THE FIRE PROTECTION ENGINEER'S REQUIREMENTS ON F-002.

COLD-FORMED STEEL STRUT FRAMING SYSTEM

1. ALL STRUTS AND FITTINGS SHALL BE UNISTRUT OR ENGINEER-APPROVED EQUIVALENT UNLESS OTHERWISE NOTED.

2. ALL STRUTS AND FITTINGS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. BOLTS INSTALLED UTILIZING CHANNEL NUTS SHALL BE TIGHTENED TO THE TORQUE PROVIDED BELOW, UNLESS OTHERWISE INDICATED IN THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS:

BOLT DIAMETER (INCHES) TORQUE RANGE (FT-LBS)

1/4 6 - 7 5/16 11 - 15 3/8 19 - 25 1/2 50 - 70 5/8 100 - 125 3/4 125 - 135

3. ALL STRUTS AND COMPONENTS, INCLUDING ALL ASSOCIATED FITTINGS, NUTS, HARDWARE AND FASTENERS, SHALL BE FINISHED AS FOLLOWS:

a. STRUTS AND COMPONENTS USED IN WET OR EXTERIOR APPLICATIONS SHALL BE FINISHED WITH ONE OF THE FOLLOWING FINISHES: HOT-DIPPED GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 OR A153; PERMA-GREEN III HIGH-PERFORMANCE COATING; OR PREGALVANIZED

PER ASTM A653 (G90).

b. STRUTS USED IN DRY INTERIOR APPLICATIONS SHALL BE FINISHED WITH ONE OF THE FOLLOWING FINISHES: PERMA-GREEN III HIGH-PERFORMANCE COATING; ELECTROPLATED ZINC PER ASTM B633, TYPE III SC1 OR SC3; PREGALVANIZED ZINC PER ASTM A653 (G90); OR HOT-DIPPED GALVANIZED PER ASTM A123 OR A153. COMPONENTS MAY REMAIN UNFINISHED (PLAIN), UNLESS OTHERWISE INDICATED.

c. GALVANIZED COATINGS DAMAGED BY TRANSPORTING, HANDLING, CUTTING, BOLTING OR WELDING SHALL BE REPAIRED USING ASTM A780 ZINC-RICH

PAINT FOR GALVANIZING.

d. HIGH-PERFORMANCE COATINGS DAMAGED BY TRANSPORTING, HANDLING, CUTTING, BOLTING OR WELDING SHALL BE REPAIRED IN ACCORDANCE WITH

THE STRUT MANUFACTURER'S PUBLISHED REPAIR RECOMMENDATIONS.

4. PROVIDE 1/4-INCH-THICK FLAT PLATE FITTINGS BETWEEN BOLT HEAD AND STRUT AT ALL BOLTED CONNECTIONS WHERE BOLT IS INSTALLED IN OPEN FACE OF

STRUT AND NO FITTING IS INDICATED ON THE DRAWINGS.

5. PROVIDE CHANNEL NUTS AT ALL BOLTED CONNECTIONS TO OPEN FACE OF STRUT UNLESS OTHERWISE INDICATED ON THE DRAWINGS.

6. ALL BOLTS SHALL BE 1/2" DIAMETER BOLTS CONFORMING TO ASTM A307, UNLESS OTHERWISE NOTED.

SPECIAL INSPECTION AND TESTING

SPECIAL INSPECTION AND TESTING IS REQUIRED PER CHAPTER 1701 OF THE 2015 INTERNATIONAL BUILDING CODE. REQUIRED SPECIAL INSPECTIONS AND TESTS ARE AS OUTLINED ON THIS SHEET. THE OWNER SHALL EMPLOY A SPECIAL INSPECTION OR TESTING AGENCY APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO THE START OF WORK. COPIES OF ALL TEST AND INSPECTION REPORTS SHALL BE SUBMITTED BY THE SPECIAL INSPECTION OR TESTING AGENCY TO THE INSPECTOR OF RECORD, HOSPITAL OWNER, DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE, AND THE STRUCTURAL ENGINEER OF RECORD IN A TIMELY MANNER. REPORTS SHALL CLEARLY STATE WHETHER THE TEST OR INSPECTION MEETS THE REQUIREMENTS OF THE APPROVED CONSTRUCTION DOCUMENTS.

1. SUPPLEMENTAL TESTING NOTES FOR POST-INSTALLED ANCHORS:

a. ONE-HALF OF BOLTS IN A GROUP SHALL BE TENSION TESTED TO THE TENSION TEST LOADS LISTED BELOW. TENSION TESTING SHALL BE PERFORMED IN THE PRESENCE OF THE PROJECT INSPECTOR OF THE APPROVED TESTING AGENCY. IF ANY ANCHOR FAILS TESTING, ALL ANCHORS OF THE SAME TYPE SHALL BE TESTED, WHICH ARE INSTALLED BY THE SAME TRADE, NOT PREVIOIUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE ANCHORS PASS, THEN

RESUME THE INITIAL TEST FREQUENCY.

b. TENSION TEST LOADS:

TYPE BASE MATL DIA x EMBED (IN) LOAD (LBS) TORQUE (FT-LBS) EPOXY CONC 3/8 x VARIES 3350 N/A WEDGE (CS/SS) CONC 3/8 x VARIES N/A 30 WEDGE (CS) CONC 1/2 x VARIES N/A 50 WEDGE (SS) CONC 1/2 x VARIES N/A 40 WEDGE (CS) CONC 5/8 x VARIES N/A 40 WEDGE (SS) CONC 5/8 x VARIES N/A 60 WEDGE (CS) CONC 3/4 x VARIES N/A 110 WEDGE (SS) CONC 3/4 x VARIES N/A 125

c. ANCHOR DIAMETER IN THE ABOVE TABLE REFERS TO THE THREAD SIZE FOR WEDGE AND SHELL ANCHORS AND TO THE OUTSIDE DIAMETER FOR

SLEEVE ANCHORS.

d. APPLY PROOF LOAD TESTS TO WEDGE AND SHELL ANCHORS WITHOUT REMOVING THE NUT WHERE PRACTICABLE. WHEN THE NUT MUST BE REMOVED, INSTALL A THREADED COUPLER TO THE SAME TORQUE AS THE REMOVED NUT USING TORQUE WRENCH, THEN APPLY TEST LOAD.

e. REACTION LOADS FROM TEST FIXTURES MAY BE APPLIED NEAR THE ANCHOR BEING TESTED PROVIDED THE ANCHOR IS NOT RESTRAINED FROM

WITHDRAWAL BY THE TEST FIXTURE.

f. TEST EQUIPMENT SHALL BE CALIBRATED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH STANDARD RECOGNIZED PROCEDURES.

g. THE FOLLOWING TEST METHODS ARE ACCEPTABLE:

HYDRAULIC RAM METHOD. ANCHORS TESTED WITH A HYDRAULIC JACK OR SPRING LOADED DEVICES SHALL MAINTAIN THE TEST LOAD FOR A MINIMUM OF 15 SECONDS AND SHALL EXHIBIT NO DISCERNABLE MOVEMENT DURING THE TENSION EST, E.G., AS EVIDENCED BY LOOSENING OF THE WASHER

UNDER THE NUT.

FOR ADHESIVE ANCHORS, WHERE OTHER THAN BOND IS BEING TESTED, THE TESTING DEVICE SHALL NOT RESTRICT THE CONCRETE SHEAR CONE

TYPE FAILURE MECHANISM FROM OCCURING.

TORQUE WRENCH METHOD. ANCHORS TESTED WITH A CALIBRATED TORQUE WRENCH MUST ATTAIN THE SPECIFIED TORQUE WITHIN 1/2 TURN OF THE

NUT.

EXCEPTIONS:

WEDGE OR SLEEVE TYPE: 1/4 TURN OF THE NUT FOR A 3/8" SLEEVE ANCHOR ONLY

THREADED TYPE: 1/4 TURN OF THE SCREW AFTER INITIAL SEATING OF THE SCREW HEAD

h. INSTALLATION OF ANCHORS SHALL COMPLY WITH THE LATEST CORRESPONDING ICC EVALUATION REPORT.

i. IF THE MANUFACTURER'S RECOMMENDED INSTALLATION TORQUE IS LESS THAN THE VALUE LISTED IN THE ABOVE TABLE, THE MANUFACTURER'S

RECOMMENDED INSTALLATION TORQUE SHALL NOT BE EXCEEDED.

j. ALL TESTS SHALL BE PERFORMED IN THE PRESENCE OF THE OSHPD INSPECTOR OF RECORD.

k. EPOXY AND SCREW ANCHORS SHALL NOT BE TESTED USING A TORQUE WRENCH. INSTALLATION TORQUE FOR EPOXY AND SCREW ANCHORS

SHALL CONFORM TO MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

l. SCREW ANCHORS MAY BE LOOSENED A MAXIMUM OF ONE FULL TURN TO FACILITATE THE ATTACHMENT OF A TENSION TEST COLLAR. FOLLOWING THE TENSION TEST, THE ANCHOR SHALL BE RE-TORQUED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS.

m. TESTING OF ANCHORS SHALL OCCUR A MINIMUM OF 24 HOURS AFTER INSTALLATION.

GENERAL STRUCTURAL NOTES

& AND

@ AT

# POUND(S), NUMBER

AB ANCHOR BOLT

ABV ABOVE

ADDL ADDITIONAL

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR

APPROX APPROXIMATE(LY)

AR ANCHOR ROD

ARCH ARCHITECTURAL

ASSY ASSEMBLY

BEL BELOW

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BN BOUNDARY NAILING

BOT BOTTOM

BOTT BOTTOM

BRG BEARING

BTWN BETWEEN

CANT CANTILEVER

CBC CALIFORNIA BUILDING CODE

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CTR CENTER

DBL DOUBLE

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DO DITTO

DWG DRAWING

DWL DOWEL

(E) EXISTING

EA EACH

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATION

EMB EMBEDMENT

EMBED EMBEDMENT

EN EDGE/END NAIL(ING)

EQ EQUAL

ETC ET CETERA

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FF FINISH FLOOR

FG FINISH GRADE

FIN FINISH

FLR FLOOR

FN FIELD NAIL(ING)

FND FOUNDATION

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FRMG FRAMING

FT FOOT

FTG FOOTING

FV FIELD VERIFY

GA GAGE

GALV GALVANIZE(D)

GLB GLUE-LAMINATED BEAM

GR GRADE

HDG HOT DIPPED GALVANIZED

HGR HANGER

HK HOOK

HORIZ HORIZONTAL

HSB HIGH STRENGTH BOLT

HSS HOLLOW STEEL SECTION

HT HEIGHT

ID INSIDE DIAMETER

INSP INSPECTION

INT INTERIOR, INTERNAL

JST JOIST

JT JOINT

LB POUND

LBS POUNDS

LG LONG

LDH LONG DIMENSION

HORIZONTAL

LDV LONG DIMENSION VERTICAL

LONG LONGITUDINAL

LSL LAMINATED STRAND LUMBER

LW LIGHTWEIGHT

MATL MATERIAL

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MF MOMENT FRAME

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

N/A NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

NW NORMAL WEIGHT

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED,

CONTRACTOR

INSTALLED

OFOI OWNER FURNISHED, OWNER

INSTALLED

OH OPPOSITE HAND

OPN OPEN

OPNG OPENING

ORIG ORIGINAL

OWJ OPEN WEB JOIST

PAF POWER ACTUATED

FASTENER(S)

PC PRECAST CONCRETE

PCC PORTLAND CEMENT

CONCRETE

PL PLATE

PT PRESSURE TREATED

PTDF PRESSURE TREATED

DOUGLAS FIR

PVC POLYVINYL CHLORIDE

PE POLYETHYLENE

PERP PERPENDICULAR

PLF POUNDS PER LINEAL FOOT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PREFAB PREFABRICATE(D)

R RADIUS

RAD RADIUS

REINF REINFORCED, REINFORCING

REQD REQUIRED

RET RETAINING

SC SCALE

SCHED SCHEDULE

SCW SCREW

SHT SHEET

SHTG SHEATHING

SIM SIMILAR

SMS SHEET METAL SCREW

SP SPECIAL

SPCG SPACING

SPEC SPECIFICATION

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

SYMM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

THD THREAD(ED)

THK THICK(NESS)

THR THREAD(ED)

THRU THROUGH

TN TOE NAIL

TP TOP OF PANEL

TRANSV TRANSVERSE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

VAR VARIES

VFCI VENDOR FURNISHED,

CONTRACTOR

INSTALLED

VFVI VENDOR FURNISHED,

VENDOR INSTALLED

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

WP WATERPROOFING, WORKING

POINT

WPJ WEAKENED PLANE JOINT

WS WATERSTOP

WSHR WASHER

WT WEIGHT

STRUCTURAL ABBREVIATIONS

P:

\D

AV

Y

- D av y Ar ch ite ct ur e\ D

AV

Y.

- V A

La Jo lla C at h

La b\

D ra w in gs \S tru ct ur al

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:4

PM

, D W

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P D

F.

pc

WORK ROOM

CLEAN UTILITY

(UCCL1)

SHOWER (TSSF1)

LOCKER (LR002)

PAC CENTER

CLEAN ROOM

(ANCW2)

CARDIO CATH LAB 2

(XCCE1)

CONTROL ROOM

CARDIO CATH LAB 2

(ORHC1)

EQUIPMENT ROOM

(CATH LAB 1)

EQUIPMENT RM 4366

XCCA1

SEMI-RESTRICTED

CORRIDOR

(E) EXAM ROOM

OFFICE

(E) SHOWER

(E) SHOWER

(E) EXAM ROOM

(E) EXAM ROOM

4342A

(E) EXAM ROOM

4339B

(E) EXAM ROOM

4339C

HOLDING

CORRIDOR

CORRIDOR

4366A

CONTROL RM (CATH

LAB 1)

(E) CATH LAB I

(E) CORRIDOR

(E) CORRIDOR

(E) OFFICES

(E) OFFICE(S)

(E) OFFICE(S)

(E) OFFICE

(E) TOILET

(E) WAITING ROOM

(E) SCRUB / DIRTY

(E) EXAM ROOM

CLEAN LINEN

(SRSE1)

(E) ST 8WF25 (4T-8)

(E) ST 8WF32 (4T-7)

(E) ST 8WF35.5 (4T-6)

(E) ST 10WF48 (4T-5)

CL BLDG

(E) ST 8WF25 (4T-8)

(E) ST 8WF32 (4T-7)

(E) ST 8WF32 (4T-7)

(E) ST 8WF35.5 (4T-6)

(E) ST 10WF48 (4T-5)

(E) ST 10WF63.5 (4T-4)

(E) ST 8WF25 (4T-8)

(E) ST 8WF32 (4T-7)

(E) ST 8WF32 (4T-7)

(E) ST 8WF35.5 (4T-6)

(E) ST 10WF48 (4T-5)

(E) ST 10WF63.5 (4T-4)

(E) ST 8WF32 (4T-7)

(E) ST 10WF63.5 (4T-4)

(E)

ST

WF

(4

GT

-2)

(E)

ST

WF

.5

(4G T-4

(E)

ST

WF

(4

GT

-6)

(E)

ST

WF

(4

GT

-5)

INFILL EXIST OPENING W/ 3 1/2" LT WT

CONC OVER 1 1/2" x 16 GA DECK

(5" TOTAL THICKNESS)

6'-3" 9 1/2"

DEMO EXIST 6" CONC CURB & GUARDRAIL

(E)

WF

(E)

WF

(E)

WF

(E)

WF

EXIST 5" CONC SLAB

(f'c = 3000 PSI)

(E) 3S

-6

(E) 3S

-16 (E)

3S -17

(E) 3S

-18 (E)

3S -19

(E) 3S

-7

(E) 3S

-6

(E) 3S

-7

(E) 5S

-6

(E) 3S

-16

(E) 5S

-17 (E)

5S -18

(E) 3S

-19

(E) 3S

-7

W8 x10

3'-0"

W8 x10

SIM

TYP

S-503

S-503

S-503

TYP

S-503

S-503

S-503SIM

(E) ST 10WF63.5 (4T-4)(E) ST 10WF63.5 (4T-4) (E) ST 10WF63.5 (4T-4)

(E)

ST

WF

(4

GT

-6)

(E)

ST

WF

(4

GT

-5)

3'-0"

W8x10

W8x10

W8 x10

S-503

EXIST 5" THK LW CONC SLAB

(f'c = 3000PSI, MIN)

5" CONC SLAB

A0900

S-503TYP

S-503TYP

W8 x10

W8 x10

S-503TYP

TYP

S-503

WT6X13

WT6X13

WT6X13

S-503

WT6X13

EXIST FRMG PERP TO THE EXISTING

TRUSSES PREVENTING THE

INSTALLATION OF THE STL BMS BEL

SHALL BE REMOVED FOR INSTALLATION,

THE EXISTING TRUSSES SHALL NOT BE

CUT OR ALTERED

A5212

WT6X13

WT6X13

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

WT6X13

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

WT6X13

3'-6"

W8 x10

1870 Cordell Court, Suite 202 El Cajon, CA 92020 tel 619 312 6336 aarkengineering.com

R

Exp. 6/30/2022

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FO

ACOF LI

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OSOR FE SI

T I

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No. 4948

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AR

ON

AMES STEELE

T U RAL

ASDAVY.074.00 SP

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

0 2

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STATE

OF CA L I FORN

I A

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OFFICE OF

CONSTRUCTION AND

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MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD SHEET TITLE

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A

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04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-102

PARTIAL FOURTH FLOOR FRAMING

EQUIPMENT PLAN

O.1

7 7.1 8 9 9.1 9.5

O

N.7 N.6

N.4

N.2

N

N.5

PARTIAL FOURTH FLOOR FRAMING EQUIPMENT PLAN A

0 12'8'4'2'

EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

TOTAL

WEIGHT

(LBS)

DIMENSIONS

W x D x H (IN) OPM OSP ap Rp Ω hx/hr Fph Fpv DETAIL COMMENTS

GE HEALTHCARE

GANTRY 2204 93 X 51 X 103 N/A N/R 1.0 1.5 1.5 0.57 0.70 Wp 0.16 Wp 1 & 2 / S504 FLOOR MOUNTED

GE HEALTHCARE

TILTING TABLE 2242 131 X 29 X 41 N/A N/R 1.0 1.5 1.5 0.57 0.70 Wp 0.16 Wp 1 & 3 / S504 FLOOR MOUNTED

GE HEALTHCARE

C-FRT CABINET 1192 48 X 28 X 78 N/A N/R 1.0 2.5 2.5 0.57 0.42 Wp 0.16 Wp 8 / S504 FLOOR MOUNTED

GE HEALTHCARE

POWER DISTRIBUTION UNIT 628 32 X 16 X 68 N/A N/R 1.0 2.5 2.5 0.57 0.42 Wp 0.16 Wp 5 / S504 FLOOR MOUNTED

GE HEALTHCARE

COOLIX 4100 WATER CHILLER 264 22 X 24 X 47.25 N/A N/R 1.0 2.5 2.5 0.57 0.42 Wp 0.16 Wp 6 / S504 FLOOR MOUNTED

GE HEALTHCARE

MAIN DISCONNECT PANEL 42 8 X 16 X 24 N/A N/R 1.0 2.5 2.5 0.57 0.42 Wp 0.16 Wp 7 / S504 WALL MOUNTED

GE HEALTHCARE

20kVA FLOURO UPS 1170 26 X 32 X 70 N/A N/R 1.0 2.5 2.5 0.57 0.42 Wp 0.16 Wp 4 / S504 FLOOR MOUNTED

GE HEALTHCARE

SEISMIC ANCHORING POST 11 X 11 X 0.5 N/A N/R 1.0 2.5 2.5 0.57 0.70 Wp 0.16 Wp 2 / S504 FLOOR MOUNTED

SKYTRON / CHATSWORTH

INTEGRATION CABINET

MODEL: GLOBAL FRAME

3460 31.5 X 23.6 X N/A N/R 2.5 6.0 2.5 0.57 0.44 Wp 0.16 Wp 1 / S505 FLOOR MOUNTED

UNIVERSAL WALL MOUNT 175 VARIES N/A N/R 1.0 1.5 2.5 0.57 0.70 Wp 0.16 Wp 2 / S505 WALL MOUNTED

EQUIPMENT ANCHORAGE SCHEDULE GENERAL NOTES:

1. ITEMS LISTED IN THE "EQUIPMENT ANCHORAGE SCHEDULE" ARE ONLY THOSE ITEMS REQUIRING STRUCTURAL ANCHORAGE PER THE CALIFORNIA BUILDING CODE. FOR EQUIPMENT AND APPURTENANCES NOT LISTED, SEE OTHER DISCIPLINES' DRAWINGS FOR

SUPPORTS AND ANCHORAGE.

2. EQUIPMENT WEIGHTS INDICATED IN THE "EQUIPMENT ANCHORAGE SCHEDULE" ARE MAXIMUM OPERATING WEIGHTS, AND INCLUDE SEISMIC WEIGHT OF CONTENTS, WHERE APPLICABLE. WEIGHTS LISTED IN THIS TABLE MAY THEREFORE DIFFER FROM THOSE SHOWN

ON DRAWINGS BY OTHER DISCIPLINES.

3. Fph IS THE HORIZONTAL COMPONENT OF THE DESIGN SEISMIC FORCE, AND Fpv IS THE VERTICAL COMPONENT OF THE DESIGN SEISMIC FORCE. ALL FORCES ARE UNFACTORED (1.0 E).

A0900

A5212

P:

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AV

Y

- D av y Ar ch ite ct ur e\ D

AV

Y.

- V A

La Jo lla C at h

La b\

D ra w in gs \S tru ct ur al

\D

AV

Y0

-S

2.

dw g, /6

/2

4:

:1

PM

, D W

G To

P D

F.

O

N.5

N

N.25

(E) (4

I 7 .7)

BR

AC

E T

YP

(E) (4I 9.5) @ 4'-0" OC MAX

(E) (4

I 7 .7)

(E) (4

I 7 .7)

BR

AC

E T

YP

(E) (4I 7.7) @ 4'-0" OC MAX

(E) (4I 7.7) @ 4'-0" OC MAX

(E) (4I 9.5) @ 4'-0" OC MAX

(E) (4I 9.5) @ 4'-0" OC MAX

(E) (4I 9.5) @ 4'-0" OC MAX

(E) (4

I7.

7)

(E) ST 9WF30 (TRUSS 5T-7)

4 BEAMS @ 5'-6" = 16'-6"

HS

S6

X6 X1

/4

AHU-401

(E) ST 9WF38.5 (TRUSS 5T-8) (E) ST 8WF29 (TRUSS 5T-8)(E) ST 8WF29 (TRUSS 5T-8)

(E) ST 8WF35.5 (TRUSS 5T-7)(E) ST 8WF32 (TRUSS 5T-7)

(E) ST 8WF35.5 (TRUSS 5T-7)(E) ST 8WF32 (TRUSS 5T-7)

(E) ST 9WF38.5 (TRUSS 5T-6)

(E) ST 9WF42.5 (TRUSS 5T-5)(E) ST 10WF48 (TRUSS 5T-5)

(E) 5G

T-2 (O

PP

HA

ND

(E) 5G

T-2 (O

PP

HA

ND

(E) 5T

-12 (O

PP

HA

ND

FCU-401

GX-401INFILL EXIST OPENING W/ INSULATING CONC

FILL PER ARCH DWGS (2 1/2" MAX, 40PCF MAX)

OVER 1 1/2" 16 GA DECK PER DET 3A/S-503

(4" TOTAL THICKNESS)

14GA STL DIAMOND PL OVER

1 1/2" STL DECK PER DET 3A/S-503

S502

HS

S6

X6 X1

/4

HS

S6 X6

X1 /4

(E) ST 8WF29 (TRUSS 5T-6)

(E) ST 8WF32 (TRUSS 5T-5)

B

HS

S6

X6 X1

/2

L4X4X5/16 BRACE

HS

S6

X6 X1

/2

L4X4X5/16 BRACEL4X4X5/16 BRACE

S501

HS

S6

X6 X1

/2

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

HS

S6

X6 X1

/2

D

D

D

D

D

HSS6X6X1/2

EXIST CATWALK & GUARDRAIL

TO BE REMOVED PER ARCH

S501

HSS6X6X1/2

S501

S501

C

A

S501

(E) ST 9WF30 (TRUSS 5T-7)

(E) ST 9WF42.5 (TRUSS 5T-6)

S501

TYP

D

PLENUM PER MECH

DWGS, SUPPORT PER

PLAN NOTE 1 THIS SHEET

S501

S501

HS

S6

X6 X1

/2

SIM

TYP

S-506

S-506

S-506

S-506

S-505

S-506

TYP

WT8X18

WT8X18

S505

S501

WT8X18

WT8X18

WT8X18

TYP AT HSS-TO-HSS

HS

S6

X6 X1

/4

4'-5"

(E) (4

I7.

7)

(E) (4

I 7 .7)

S-506

S-506

S-502

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

TYP AT BRACE

SIM

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

S501

L4X4X1/4 L4X4X1/4 L4X4X1/4 L4X4X1/4L4X4X1/4L4X4X1/4

S501

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

S-506

S-506

TYP

TYP

TYP

EXTEND TO NEXT

TRUSS PANEL PT

WT8X18

WT8X18

WT8X18

EXTEND TO NEXT

TRUSS PANEL PT

EXTEND TO NEXT

TRUSS PANEL PT

L5 X2

X5 /16

L5 X2

X5 /16

TYP

EDGE OF SLAB PER ARCH DWGS

HS

S6

X6 X1

/4

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PROJECT TITLE

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ISSUE DATE CHECK BY DRAWN BY

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MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-103

PARTIAL FOURTH FLOOR REFLECTED

INTERSTITIAL FRAMING PLAN

7 7.1 8 9 9.1 9.5

O

N.7 N.6

N.4

N.2

N

N.5

PARTIAL FOURTH FLOOR INTERSTITIAL FRAMING PLAN A

0 12'8'4'2'

EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

TOTAL

WEIGHT

(LBS)

DIMENSIONS

W x D x H (IN) OPM OSP ap Rp Ω hx/hr Fph Fpv DETAIL COMMENTS

GE HEALTHCARE

CABLE MANAGEMENT SYSTEM 192 VARIES N/A N/R 2.5 2.5 2.5 0.71 1.75 Wp 0.24 Wp 3 / S-502 SUSPENDED

SKYTRON

SKYTRON BOOM WITH RAD SHIELD AND LAMP 597 VARIES N/A N/R 1.0 1.5 1.5 0.57 1.75 Wp 0.24 Wp PER PLAN SUSPENDED

GE HEALTHCARE / SKYTRON

DISPLAY BOOM WITH LIGHT 1029 VARIES N/A N/R 1.0 1.5 1.5 0.57 1.75 Wp 0.24 Wp PER PLAN SUSPENDED

SKYTRON

ANESTHESIA / XRAY BOOM 877 VARIES N/A N/R 1.0 1.5 1.5 0.57 1.75 Wp 0.24 Wp PER PLAN SUSPENDED

SKYTRON

LUCINA LIGHT 25 VARIES N/A N/R 1.0 1.5 1.5 0.57 1.75 Wp 0.24 Wp 8 / S-505 SUSPENDED

AIR HANDLER 7700 209 x 72 x 60 N/A N/R 2.5 2.0 2.5 0.65 1.41 Wp 0.16 Wp

DEFERRED

APROVAL FLOOR SUPPORTED

EXHAUST FAN

GREENHECK 420 46 x 47.2 x 35.3 N/A 0502-10 2.5 2.0 2.5 0.65 1.41 Wp 0.16 Wp 3 / S-502 SUSPENDED

FAN COIL 470 46 x 45.5 x 18 N/A N/R 2.5 6.0 2.5 0.71 0.49 Wp 0.16 Wp 3 / S-502 SUSPENDED

HUMIDIFIER 245 39.4 x 15.8 x 30.7 N/A N/R 1.0 2.5 2.5 0.71 0.47 Wp 0.16 Wp 7 / S-505 WALL MOUNTED

- MECHANICAL DIFFUSER PLENUM SYSTEM - 194.8 x 122 x 9.5 N/A N/R - - - - - DEFERRED

APROVAL SUSPENDED

EQUIPMENT ANCHORAGE SCHEDULE GENERAL NOTES:

1. ITEMS LISTED IN THE "EQUIPMENT ANCHORAGE SCHEDULE" ARE ONLY THOSE ITEMS REQUIRING STRUCTURAL ANCHORAGE PER THE CALIFORNIA BUILDING CODE. FOR EQUIPMENT AND APPURTENANCES NOT LISTED, SEE OTHER DISCIPLINES' DRAWINGS FOR

SUPPORTS AND ANCHORAGE.

2. EQUIPMENT WEIGHTS INDICATED IN THE "EQUIPMENT ANCHORAGE SCHEDULE" ARE MAXIMUM OPERATING WEIGHTS, AND INCLUDE SEISMIC WEIGHT OF CONTENTS, WHERE APPLICABLE. WEIGHTS LISTED IN THIS TABLE MAY THEREFORE DIFFER FROM THOSE SHOWN

ON DRAWINGS BY OTHER DISCIPLINES.

3. Fph IS THE HORIZONTAL COMPONENT OF THE DESIGN SEISMIC FORCE, AND Fpv IS THE VERTICAL COMPONENT OF THE DESIGN SEISMIC FORCE. ALL FORCES ARE UNFACTORED (1.0 E).

A

B

C

AHU-401

D

GX-401

FCU-401

PLAN NOTES

1. ISOLATORS AND SEISMIC RESTRAINTS FOR AIR HANDLER AHU-401 AND SUPPORTS AND SEISMIC RESTRAINTS FOR MECHANICAL DIFFUSER PLENUM SYSTEM ARE DELEGATED DESIGN ITEMS. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS AND CALCULATIONS FOR THESE ITEMS. CALCULATIONS AND SHOP DRAWINGS SHALL BE

STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER.

2. THE EXISTING CATWALK GUARDRAIL SHALL BE TO REMOVED PER ARCHITECT DRAWINGS WHERE APPLICABLE.

HU-401

P:

\D

AV

Y

- D av y Ar ch ite ct ur e\ D

AV

Y.

- V A

La Jo lla C at h

La b\

D ra w in gs \S tru ct ur al

\D

AV

Y0

-S

3.

dw g, /6

/2

4:

:3

PM

, D W

G To

P D

F.

(E) ST 8WF25 (4T-8)

(E) ST 8WF32 (4T-7)

(E) ST 8WF32 (4T-7)

(E) ST 8WF35.5 (4T-6)

(E) ST 10WF48 (4T-5)

(E) ST 10WF63.5 (4T-4)

(E) ST 8WF25 (4T-8)

(E) ST 8WF32 (4T-7)

(E) ST 8WF32 (4T-7)

(E) ST 8WF35.5 (4T-6)

(E) ST 10WF48 (4T-5)

(E) ST 10WF63.5 (4T-4)

(E) ST 8WF25 (4T-8)

(E) ST 8WF32 (4T-7)

(E) ST 8WF32 (4T-7)

(E) ST 8WF35.5 (4T-6)

(E) ST 10WF63.5 (4T-4)

(E)

ST

WF

(4

GT

-2)

(E)

ST

WF

.5

(4G T-4

(E)

ST

WF

(4

GT

-6)

(E)

ST

WF

(4

GT

-5)

CL BLDG

INFILL EXIST OPENING W/ 3 1/2" LT WT CONC

OVER 1 1/2" x 16 GA DECK (5" TOTAL THICKNESS)

6'-3" 9 1/2"

DEMO EXIST 6" CONC CURB & GUARDRAIL

(E)

WF

(E)

WF

(E)

WF

(E)

WF

EXIST 5" CONC SLAB

(f'c = 3000 PSI)

(E) 3S

-6

(E) 3S

-16 (E)

3S -17

(E) 3S

-18 (E)

3S -19

(E) 3S

-7

(E) 3S

-6

(E) 3S

-7

(E) 5S

-6 (E) 3S

-16 (E)

5S -17

(E) 5S

-18 (E)

3S -19

(E) 3S

-7

SIM

TYP

S503

S503

S503

TYP

S503

S503

S503SIM

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REVIEWED IN

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REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-104

PARTIAL FIFTH FLOOR FRAMING PLAN

O.1

7 7.1 8 9 9.1 9.5

O

N.7 N.6

N.4

N.2

N

N.5

PARTIAL FIFTH FLOOR FRAMING PLAN A

0 12'8'4'2'

P:

\D

AV

Y

- D av y Ar ch ite ct ur e\ D

AV

Y.

- V A

La Jo lla C at h

La b\

D ra w in gs \S tru ct ur al

\D

AV

Y0

-S

4.

dw g, /6

/2

4:

:4

PM

, D W

G To

P D

F.

MECHANICAL

MECHANICAL

MECHANICAL

MECHANICAL

MECHANICAL

ELEVATOR

S1

ELEVATOR

S2

ELEVATOR

S3

ELEVATOR

S4

ELEVATOR

P1

ELEVATOR

P2

ELEVATOR

P3

LOBBY

7000A

ELEVATOR

P4

ELEVATOR

P5

ELEVATOR

P6

LOBBY

CORRIDOR

MVP-1 5'-

0"

7'-0"

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No. 4948

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STATE

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100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

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65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

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REQUIRMENTS OF CFM

BY:___________________

DATE:________________

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ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-105

PARTIAL ROOF FRAMING PLAN

7.1 8 9 9.1 9.5

K

J.5

PARTIAL ROOF FRAMING PLAN A

0 12'8'4'2'

EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

TOTAL

WEIGHT

(LBS)

DIMENSIONS

W x D x H (IN) OPM OSP ap Rp Ω hx/hr Fph Fpv DETAIL COMMENTS

- MEDICAL VACUUM SYSTEM (WAGD) 1630 65.9 x 31.1 x 79.6 N/A NR 1.0 2.5 2.5 1.0 0.59 Wp 0.16 Wp 5 / S-505 FLOOR SUPPORTED, LOCATION PER MECH

EQUIPMENT ANCHORAGE SCHEDULE GENERAL NOTES:

1. ITEMS LISTED IN THE "EQUIPMENT ANCHORAGE SCHEDULE" ARE ONLY THOSE ITEMS REQUIRING STRUCTURAL ANCHORAGE PER THE CALIFORNIA BUILDING CODE. FOR EQUIPMENT AND APPURTENANCES NOT LISTED, SEE OTHER DISCIPLINES' DRAWINGS FOR

SUPPORTS AND ANCHORAGE.

2. EQUIPMENT WEIGHTS INDICATED IN THE "EQUIPMENT ANCHORAGE SCHEDULE" ARE MAXIMUM OPERATING WEIGHTS, AND INCLUDE SEISMIC WEIGHT OF CONTENTS, WHERE APPLICABLE. WEIGHTS LISTED IN THIS TABLE MAY THEREFORE DIFFER FROM THOSE SHOWN

ON DRAWINGS BY OTHER DISCIPLINES.

3. Fph IS THE HORIZONTAL COMPONENT OF THE DESIGN SEISMIC FORCE, AND Fpv IS THE VERTICAL COMPONENT OF THE DESIGN SEISMIC FORCE. ALL FORCES ARE UNFACTORED (1.0 E).

J.1

J.4

HU-401

P:

\D

AV

Y

- D av y Ar ch ite ct ur e\ D

AV

Y.

- V A

La Jo lla C at h

La b\

D ra w in gs \S tru ct ur al

\D

AV

Y0

-S

5.

dw g, /6

/2

4:

:5

PM

, D W

G To

P D

F.

(E) CONC SLB ABV

(E) WIDE FLANGE TEE

(TOP CHORD OF TRUSS)

(E) STL ANGLE

(DIAG CHORD OF TRUSS), TYP

(E) WIDE FLANGE PURLIN @ 48" OC, TO BE

REMOVED WHERE CONFLICT OCCCURS

WIDE FLANGE TEE

CLG PER ARCH DEGS

HSS PER PLAN

CEILING MOUNTING PL

(E) 1 1/2" MTL DECK (22 GA MIN) CATWALK,

TO BE REMOVED PER ARCH

TRANSERVSE

HSS PER PLAN

1'- 3 1

/2" (F

V)

VERT TUBE

SUPPORT

PL PER DET 10 / S-503

6"

MI

N /

" M

AX

TY

P

VENDOR HUB HOUSING

S-503

S-503

S-503

S-503

(E) WIDE FLANGE TEE (BOT CHORD OF TRUSS)

9.1 9.5

HGR ROD PER DET X THIS SHT

UNISTRUT 'P2486' @ 9" OC MAX

UNISTRUT 'P1000' STIFFENER

ATTACHMENT PER DET X

THIS SHT, TYP

TRANSVERSE BRACE &

ATTACHMENTS PER DET X THIS SHT1 1/2" MIN

TYP

4'-0" MAX

L2X2X1/4, TYP OF (4)

EA BOOM ASSY, TYP

S-503

1"

MI

N 2"

MA

X 3/4"

MIN

NOTE:

FOR ITEMS NOT NOTED,

SEE DET 1 ON THIS SHT

HSS PER PLAN

EXISTING TRUSS

PER PLAN

3/16

TYP

TRIM FLANGE WHERE REQD TO AVOID

CONFLICT WITH VERT HSS

S-503

BRACE PER

DET 1 THIS SHT

1"

HSS PER PLAN

NOTE:

FOR ITEMS NOT NOTED,

SEE DET 1 ON THIS SHT

EXISTING TRUSS

PER PLAN

TRIM FLANGE WHERE REQD TO

AVOID CONFLICT WITH VERT HSS

S-503

3'- 6"

1'- 9"

6"

3/16"

3/16"

3/16"

3/16"

3/16"

3/16" 2"

2"

(E) PURLIN OR WT STL BM PER PLAN

5/8" A325 THRU BOLT W/

NUT & WASHER, TYP

1/4" PLATE TYP

CHECKER PLATE PER PLAN

3/16" TOE PLATE

HSS 2x2x3/16 @ 4'-0"

C3x4.1

L 2 1/2" x 1 1/2" x 3/16 LLH CONT

EXISTING CATWALK TRANSITION

SECTION

1 1/2" MN

BEARING

9 1 /2"

VI

F

3/16" 4-12

CHECKER PLATE PER PLAN

HSS 6x6

(E) CATWALK FRAMING

KICK PLATE SAME AS

FLOOR MATERIAL

1/4" COUNTERBORED

FLAT HEAD SCW EA

CORNER OF EA PL PIECE

CHECKER PLATE

PER PLAN

DECK PER PLAN,

WELD PER DET 1 / S-503

EXIST PURLIN

1/4" COUNTERBORED

FLAT HEAD SCW EA

CORNER OF EA PL PIECE

CHECKER PLATE

PER PLAN

L3X3X1/4

DECK PER PLAN,

WELD PER DET 1 / S-503

EXIST PURLIN

1 1/2" MN

BEARING

1 1/2" MN

BEARING

1/4" COUNTERBORED

FLAT HEAD SCW EA

CORNER OF EA PL PIECE

CHECKER PLATE

PER PLAN

ST BM PER PLAN

DECK PER PLAN,

WELD PER DET 1 / S-503

EXIST PURLIN

1870 Cordell Court, Suite 202 El Cajon, CA 92020 tel 619 312 6336 aarkengineering.com

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Exp. 6/30/2022

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No. 4948

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AMES STEELE

T U RAL

ASDAVY.074.00 SP

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

0 2

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STATE

OF CA L I FORN

I A

ER

IC H . DAVY

OFFICE OF

CONSTRUCTION AND

FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD SHEET TITLE

F

E

D

C

B

A

VA FORM

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9 10

ARCHITECT OF RECORD

APPROVED PROJECT DIRECTOR

PROJECT PHASE

BUILDING CONSTRUCTION

PROJECT TITLE

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BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-CSI-116

BLDG #1

VA MEDICAL CENTER SAN DIEGO, 3350 LA JOLLA

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100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDMICHAEL DEGNAN - VA DESIGN PROJECT MANAGER

06/11/2019 07/16/2019 08/23/2019 12/24/2020

35% SCHEMATIC DESIGN

35% SCHEMATIC DESIGN- RESUBMITTAL

65% DESIGN DEVELOPMENT

REVISED 65% DESIGN DEVELOPMENT

MAY 10, 2021

02/18/202195% CONSTRUCTION DOCUMENTS

04/09/2021100% CONSTRUCTION DOCUMENTS

REVIEWED IN

ACCORDANCE WITH THE

REQUIRMENTS OF CFM

BY:___________________

DATE:________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

APPROVED05/10/2021IFC DOCUMENTS 4TH FLOOR 4N CARDIOLOGY CATH LAB 2

S-501

STRUCTURAL DETAILS

1 BOOM DETAIL

1" = 1'-0"

3 BOOM C DETAIL

1 17/32" = 1'-0" 2 BOOM A DETAIL

1 17/32" = 1'-0"4 CATWALK GUARDRAIL

1 1/2" = 1'-0"5 DETAIL

3" = 1'-0"

7 DETAIL

3" = 1'-0" 6 DETAIL

3" = 1'-0"

P:

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- D av y Ar ch ite ct ur e\ D

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- V…