Amendment 0003 - Attachment 16. Structural Drawings.pdf

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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

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B

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VA FORM

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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.

664-18-333

BLDG #1

3350 LA JOLLA VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDFERNANDO ESTRELLA

JULY 09, 2021

PROGRAM DESIGN 20% 09/13/20191

REVIEWED IN ACCORDANCE

WITH THE REQUIREMENTS

OF CFM

BY: ____________________

DATE: ________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

SCHEMATIC DESIGN 35% 11/19/2019

MAJOR SYSTEMS 50% 12/19/2019

DESIGN DEVELOPMENT 65% 04/03/2020

CONSTRUCTION DOCUMENTS 95% 03/19/2021

CONSTRUCTION DOCUMENTS 100% 05/11/2021

IFC DOCUMENTS 07/09/2021

MODERNIZE PATHOLOGY DEPT., BLDG. 1GENERAL INFORMATION NOTES

JM / JT RA / LL

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

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No. 4948

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AMES STEELE

T U RAL

AS EL

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

S-0.1

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.

CONTRACTOR SUBMITTALS

1. SUBMITTALS SHALL BE PROVIDED AS REQUIRED BY THE CONTRACTOR'S CONTRACT WITH THE OWNER, THE PROJECT SPECIFICATIONS, AND THE APPROVED CONSTRUCTION DOCUMENTS. THE SUBMITTALS REQUIRED BY THESE NOTES ARE NOT INTENDED TO BE A COMPLETE LIST OF REQUIRED SUBMITTALS.

2. WELDING: SUBMIT WELDING PROCEDURE SPECIFICATION (WPS) FOR EACH WELDING PROCEDURE TO BE USED ON THE PROJECT, AND WELDING PROCEDURE QUALIFICATION RECORD (PQR), INCLUDING TEST

RESULTS, FOR NON-PREQUALIFIED WELDING PROCEDURES. WPS AND PQR SUBMITTAL SHALL BE

REVIEWED BY THE SPECIAL INSPECTOR AND STRUCTURAL ENGINEER OF RECORD.

3. CONCRETE MIX DESIGNS: SUBMIT CONCRETE MIX DESIGN FOR EACH CONCRETE MIX TO BE USED ON THE PROJECT. THE MIX DESIGN SUBMITTAL SHALL INCLUDE THE TEST AGE FOR DEMONSTRATING COMPLIANCE WITH THE REQUIRED DESIGN STRENGTH (f'c). THE MIX DESIGN SUBMITTAL SHALL BE

REVIEWED BY THE SPECIAL INSPECTOR AND STRUCTURAL ENGINEER OF RECORD.

EQUIPMENT ANCHORAGE

1. ANCHORAGE AND SUPPORTS OF ALL EQUIPMENT TO BE INSTALLED AS A PART OF THIS PROJECT SHALL BE DETAILED ON THE CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY 2016 CBC SECTION 1616A.1.18.

DESIGN CRITERIA

1. DESIGN BUILDING CODE 2015 INTERNATIONAL BUILDING CODE

VA H-18-8 SEISMIC DESIGN REQUIREMENTS

ASCE / SEI 7-16

2. RISK CATEGORY IV

3. FLOOR LIVE LOADS

a. OFFICE 80 PSF (REDUCIBLE)

b. INTERSTITIAL LOAD 25 PSF (REDUCIBLE)

c. CATWALKS 40 PSF

d. PARTITION ALLOWANCE 15 PSF

4. MONITOR LIVE LOAD 20 PSF (NOT REDUCIBLE)

5. WIND DESIGN CRITERIA:

a. BASIC WIND SPEED, V 115 MPH

b. WIND EXPOSURE C

c. DESIGN WIND PRESSURES FOR EXTERIOR COMPONENTS AND CLADDING DESIGNED BY OTHERS:

· ROOFTOP EQUIPMENT 38 PSF

6. SEISMIC DESIGN CRITERIA:

a. SEISMIC IMPORTANCE FACTOR, Ie 1.5

b. SPECTRAL RESPONSE PARAMETER, SS 1.276

c. SPECTRAL RESPONSE PARAMETER, S1 0.448

d. SITE CLASS D

e. DESIGN SHORT PERIOD ACCELERATION, SDS 0.85

f. SEISMIC DESIGN CATEGORY D

g. 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. SLABS ON GRADE 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. BAR LAP SPLICE LENGTHS IN CONCRETE SHALL BE 48 BAR DIAMETERS UNLESS OTHERWISE NOTED ON

THE DRAWINGS.

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 SIMPSON STRONG BOLT 2 ICC ESR-3037

EPOXY CONC HILTI HIT-HY 200 ICC ESR-3187

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 B.

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

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 A307 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. PAINTING: ALL STEEL SHALL BE PAINTED AS INDICATED BELOW, UNLESS OTHERWISE NOTED.

GALVANIZED STEEL SHALL NOT BE PAINTED, UNLESS OTHERWISE NOTED.

a. CLEAN AND PREPARE STEEL SURFACES TO RECEIVE PAINT IN ACCORDANCE WITH THE PRIMER

MANUFACTURER'S PUBLISHED INSTRUCTIONS.

b. PRIME STEEL SURFACES WITH A ZINC-RICH PRIMER.

c. WHERE STEEL IS EXPOSED, PAINT STEEL WITH TWO FINISH COATS. COLOR SHALL BE AS NOTED;

WHERE COLOR IS NOT NOTED, MATCH COLOR OF ADJACENT FINISHED SURFACES, SUBJECT TO

OWNER'S PRIOR ACCEPTANCE.

10. 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.

STRUCTURAL STAINLESS STEEL

1. STAINLESS STEEL ANGLES, CHANNELS, PLATES, AND BARS SHALL CONFORM TO ASTM A276, TYPE 304 OR

316. LASER-FUSED STAINLESS STEEL SHAPES SHALL CONFORM TO ASTM A1069.

2. BOLTS AND THREADED RODS SHALL CONFORM TO ASTM A193, GRADE B8, UNLESS OTHERWISE NOTED

ON THE DRAWINGS.

3. BOLT HOLES SHALL BE 1/16" OVERSIZE UNLESS OTHERWISE NOTED ON THE DRAWINGS. BURNING OF

BOLT HOLES SHALL NOT BE PERMITTED.

4. WELDING SHALL BE PERFORMED BY AWS QUALIFIED WELDERS IN CONFORMANCE WITH AWS D1.6 USING E3XX SERIES ELECTRODES (55 KSI MIN YIELD STRENGTH AND 70 KSI MIN ULTIMATE TENSILE STRENGTH).

ELECTRODES SHALL BE SELECTED TO BE COMPATIBLE WITH MATERIALS JOINED.

5. STAINLESS STEEL FABRICATIONS SHALL BE UNCOATED UNLESS OTHERWISE INDICATED.

COLD-FORMED STEEL FRAMING

1. COLD-FORMED STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ICC ESR-3064P, UNLESS OTHERWISE

INDICATED.

2. NON-STRUCTURAL SECTIONS (SUCH AS NON-BEARING PARTITION WALL FRAMING) SHALL CONFORM TO ASTM C645. MATERIALS FOR NON-STRUCTURAL SECTIONS SHALL CONFORM TO ONE OF THE FOLLOWING

STANDARDS, UNLESS OTHERWISE NOTED:

LESS THAN 16 GAGE: ASTM A653, SS GRADE 33, G40 GALV

ASTM A1003, GRADE 33 (NS33), G40 GALV

3. STRUCTURAL SECTIONS (INCLUDING ALL SECTIONS 16 GAGE AND THICKER) SHALL CONFORM TO ASTM

C955. MATERIALS FOR STRUCTURAL SECTIONS SHALL CONFORM TO ONE OF THE FOLLOWING

STANDARDS, UNLESS OTHERWISE NOTED:

LESS THAN 16 GAGE: ASTM A653, SS GRADE 33, G60 GALV

ASTM A1003, GRADE 33 TYPE H (ST33H), G60 GALV

16 GAGE AND THICKER: ASTM A653, SS GRADE 50 CLASS 1, G60 GALV

ASTM A653, HSLA GRADE 50, G60 GALV

ASTM A1003, GRADE 50 TYPE H (ST50H), G60 GALV

4. MATERIALS FOR MISCELLANEOUS PLATES AND SECTIONS SHALL CONFORM TO ONE OF THE FOLLOWING

STANDARDS:

LESS THAN 16 GAGE: ASTM A653, SS GRADE 33, G60 GALV

ASTM A1003, GRADE 33 TYPE H (ST33H), G60 GALV

16 GAGE AND THICKER: ASTM A653, SS GRADE 50 CLASS 1, G60 GALV

ASTM A653, HSLA GRADE 50, G60 GALV

ASTM A1003, GRADE 50 TYPE H (ST50H), G60 GALV

5. SCREWS FOR COLD-FORMED STEEL CONSTRUCTION SHALL CONFORM TO ONE OF THE FOLLOWING, UNLESS OTHERWISE NOTED:

ICC ESR-1976 ITW BUILDEX TEKS SELF-DRILLING

ICC ESR-2196 HILTI SELF-DRILLING AND SELF-PIERCING

ICC ESR-1408 PRO-TWIST MARKER & DARTS

ICC ESR-1271 GRABBER DRIVALL & SUPERDRIVE

6. ALL WELDING SHALL BE PERFORMED BY AWS WELDERS QUALIFIED FOR WELDING COLD-FORMED STEEL

IN CONFORMANCE WITH AWS D1.3 USING E60 ELECTRODES, UNLESS OTHERWISE NOTED.

COLD-FORMED STEEL STRUT FRAMING SYSTEM

1. ALL STRUTS AND FITTINGS SHALL BE UNISTRUT, 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 PRIME CONTRACTOR 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) WEDGE CONC 3/8 x VARIES N/A 30 WEDGE CONC 1/2 x VARIES N/A 60 WEDGE CONC 5/8 x VARIES N/A 90 WEDGE CONC 3/4 x VARIES N/A 150

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.

SHEET INDEX

S-0.1 GENERAL STRUCTURAL NOTES 7 ABBREVIATTIONS

S-0.2 EQUIPMENT ANCHORAGE SCHEDULES

S-1.1 LEVEL 1 FLOOR PLAN - EQUIPMENT PLAN

S-1.2 LEVEL 2 INTERSTITIAL DECK - EQUIPMENT PLAN

S-1.3 LEVEL 2 ROOF PLAN - EQUIPMENT PLAN

S-5.1 STRUCTURAL DETAILS

S-5.2 STRUCTURAL DETAILS

S-5.3 STRUCTURAL DETAILS

S-5.4 STRUCTURAL DETAILS

S-5.5 STRUCTURAL DETAILS

S-6.1 STRUCTURAL DETAILS

S-6.2 STRUCTURAL DETAILS

S-6.3 STRUCTURAL DETAILS

GENERAL STRUCTURAL NOTES &

ABBREVIATIONS

EXP I RES A UGUS T 3 1 , 2

0 2

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ISSUE DATE CHECK BY DRAWN BY

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MODERNIZE PATHOLOGY DEPT., BLDG. 1GENERAL INFORMATION NOTES

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S-0.2

EQUIPMENT ANCHORAGE

SCHEDULES

BLOOD BANK EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

MAX TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

BB110 HELMER BLOOD BANK FREEZER

MODEL: iPF125 551 30.8 x 32.5 x 80 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.1 FLOOR MOUNTED

BB114

HELMER BB SINGLE DOOR

REFRIGERATOR

MODEL: IB120

531 29.5 x 32.5 x

79.5 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.1 FLOOR MOUNTED

BB116 ORTHO VISION ANALYZER 419 42.3 x 30.3 x 35 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 10 / S5.1 FLOOR MOUNTED

CHEMISTRY EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

MAX TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

1 ABBOTT PROCESSING LINE 14,966 VARIES N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp

REFER TO OPM-0549 FOR

ANCHORAGE OF

EQUIPMENT PER

MANUFACTURER

RECOMMENDATION

CH103

HELMER

REFRIGERATOR (SINGLE DOOR)

MODEL: ILR125-GX

456 30 x 38 x 79 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.1

FLOOR MOUNTED, NEED

TO INCLUDE CONTENT

WEIGHT W/ CASTERS

CH104

THERMO SCIENTIFIC

FREEZER (DOUBLE DOOR)

MODEL: PRF17B

550 30 x 29 x 74 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 4 / S5.2

FLOOR MOUNTED, NEED

TO INCLUDE CONTENT

WEIGHT W/ CASTERS

CH153

HELMER

SINGLE DOOR UPRIGHT FREEZER

MODEL: ILF125

481 23.5 x 26 x 39.3 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.1 FLOOR MOUNTED

CH154

NEW BRUNSWICK

FREEZER (SINGLE DOOR)

MODEL: U725

694 44 x 39 x 77 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 3 / S5.2 FLOOR MOUNTED

POWEREX SCROLL ENCLOSED

AIR COMPRESSOR

MODEL: SED10-80-DD

1700 32 x 37.5 x 61 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 9 / S5.3 FLOOR MOUNTED

HEMATOLOGY EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

MAX TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

HE130 HELMER 2 DOOR REFRIGERATOR 702 59.25 X 32.5 X

79.5 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 6 / S5.1 FLOOR MOUNTED

M2055 WIRE STORAGE SHELVING 80 X x 18 x 74 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.4 TETHERED TO EXISTING

WALL

SPECIMEN EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

MAX TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

SP114

HELMER SINGLE DOOR

REFRIGERATOR

MODEL: ILR125

484 29.5 x 38.5 x

79.5 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.1 FLOOR MOUNTED

CYTOLOGY EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

MAX TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

CY169

SHANDON SOUTHERN INSTITUTE

LAB FUME HOOD

MODEL: 912119

70 x 30 x 84 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 3 / S5.3

CY170

MOPEC

WORK LAB PATHOLOGY

MODEL: MB600

60 x 29 x 64 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 2 / S5.3

CY187 MOPEC STORAGE 34 x 30 x 85 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.3 FLOOR MOUNTED

F0115 BOOKCASE 30 x 18 x 72 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 2 / S5.4 WALL MOUNTED

F0420 CABINET 42 x 20 x 29 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 3 / S5.4 WALL MOUNTED

HISTOLOGY EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

MAX TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

HS102

BAKER

BIOSAFETY HOOD

MODEL: STERILGUARD SG400

630 54 x 31 x 64 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 4 / S5.3 FLOOR MOUNTED

HS103

HELMER LABORATORIES

REFRIGERATOR

MODEL: 2 DOOR

702 59.25 x 32.5 x

49.5 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 6 / S5.1 FLOOR MOUNTED

HS113

KARDEX SYSTEMS

SHELVING TRAY ASSEMBLY

MODEL: SYS-115-1510-NT-US

2,716 72 x 37 x 95 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 6 / S5.2 FLOOR MOUNTED

HS115

AMERICAN BIOTECHNOLOGY

LABRATORY REFRIGERATOR

MODEL: ABT-HC-23

375 29 x 31 x 83 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.2 FLOOR MOUNTED

HS116

AMERICAN BIOTECHNOLOGY

LABRATORY FREEZER

MODEL: ABT-RFC-16A

323 30 x 35 x 78 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 2 / S5.2 FLOOR MOUNTED

MICROBIOLOGY EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

MAX TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

O2 CO2 GAS TANKS 693 12 DIA x 60 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 4 / S5.5 FLOOR MOUNTED

M0512 FLAT PANEL MONITOR 88 62 x 17 x 40 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.5

MC115

CEPHED

ANALYZER

MODEL: GENEXPERT INFINITY 80

2,100 108 x 35 x 79 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp

MC119

MC120

MC121

THERMO FISHER SCIENTIFIC

INCUBATOR

MODEL: 3950

500 38 x 33 x 80 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp

MC123

ESCO

BIOSAFETY CABINET

LB2-5B2-E

486 24.5 x 34 x 78.3 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp

MC126

BECTON DICKINSON

BLOOD CULTURE ANALYZER

BACTEC FX

486 24.5 x 34 x 78.3 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp FLOOR MOUNTED

MC136 EPPENDORF FREEZER

MODEL: U725 693 40.4 x 34.1 x

76.8 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 3 / S5.2 FLOOR MOUNTED

MC137

MC211

HELMER REFRIGERATOR

MODEL: iLR125 484 29.5 x 38.5 x

79.5 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 1 / S5.1 FLOOR MOUNTED

MC210 AUTOCLAVE

MODEL: HX-90-2D 774 35 x 45 x 56 N/A N/R 2.5 6.0 2.0 0.0 0.38 Wp 0.17 Wp 7 / S5.3 FLOOR 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).

FE

C

FEC

UP

FE

C

FE

C

FE

C

FE

C

FEC

FE

C

FE

C

FEC

4 5 6

M

N

O

Q

2.1 4.2

Q.1

O.1

N.4

L.1

5.1

AREA NOT IN CONTRACT

MATCHLINE MATCHLINE

CORE LAB

(HEMATOLOGY / CHEMISTRY / SPECIMEN)

MICROBIOLOGY

HISTOLOGY

CY154

HS115

HS113

HS116

CY187

CY169

CY170

F0420

F0115

HS102

HS103

SLAB REMOVAL AND

INFILL

SLAB INFILL SLAB REMOVAL AND

INFILL

WALK-IN REFRIGERATOR WALL PANEL

(ANCHORAGE DESIGN BY OTHERS)

WALK-IN REFRIGERATOR WALL PANEL

(ANCHORAGE DESIGN BY OTHERS)

WALK-IN REFRIGERATOR

WALL PANEL (ANCHORAGE

DESIGN BY OTHERS)

F0420

F0115

CH153

O2

CO2O2

MC119

MC120

MC121

MC123

MC115

MC136

MC137

M0512

MC211

BB114

BB114

BB114

BB110

SP114

CH154

CH104

CH103

HE130

LOCKERS ANCHORAGE

PER DET 13/ S5.1

HS113

F0420

M2055

(E) 5" CONCRETE SLAB

(f'c = 2500 PSI, MIN)

CONCRETE CURB,

TYPICAL

FE

C

K

L

J.4

J.3

MATCHLINE

(E) 5" CONCRETE SLAB

(f'c = 2500 PSI, MIN)

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

0 2

1#C 14152

STA TE

OF CA L I FORN

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IC H . DAVY

OFFICE OF

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FACILITIES

MANAGEMENT

U.S. Department of Veterans Affairs

ENGINEER OF RECORD SHEET TITLE

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E

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VA FORM

2 3 4 5 6 7 8 9 10

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E

D

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B

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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.

664-18-333

BLDG #1

3350 LA JOLLA VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDFERNANDO ESTRELLA

JULY 09, 2021

PROGRAM DESIGN 20% 09/13/20191

REVIEWED IN ACCORDANCE

WITH THE REQUIREMENTS

OF CFM

BY: ____________________

DATE: ________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

SCHEMATIC DESIGN 35% 11/19/2019

MAJOR SYSTEMS 50% 12/19/2019

DESIGN DEVELOPMENT 65% 04/03/2020

CONSTRUCTION DOCUMENTS 95% 03/19/2021

CONSTRUCTION DOCUMENTS 100% 05/11/2021

IFC DOCUMENTS 07/09/2021

MODERNIZE PATHOLOGY DEPT., BLDG. 1GENERAL INFORMATION NOTES

JM / JT RA / LL

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

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LEVEL 01 EQUIPMENT PLAN A

S-1.1

S-1.1

LEVEL 01 FLOOR PLAN -

EQUIPMENT PLAN

MATCHLINE MATCHLINE

AC-101

(E) STEEL TRUSS (E) STEEL TRUSS (E) STEEL TRUSS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E) GIRDER (2GT-30)

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

MATCHLINE

EXIST 2" CONC FILL OVER 1

1/2" MTL DECK, 4 WF 13 AT

4'-0" MAX WHERE COMPOSITE

DECK OCCURS

EXIST 4WF13 STL BM (E) 4WF13 STL BM EXIST 4WF13 STL BM

EXIST 4WF13 STL BM

EXIST 4WF13 STL BM

EXIST 4WF13 STL BM

DO

DO

DO DO

DO

DO

EXIST 4I7.7 STL BM EXIST 4I7.7 STL BM EXIST 4I7.7 STL BM

EXIST 4I7.7 STL BMEXIST 4I7.7 STL BMEXIST 4I7.7 STL BM

DO DO

DO DO

DO DO

DO

DO

DO

'-8

" (F V)

9'-4" (FV)

W8X21 STL BM

W8X21 STL BM

W8X21 STL BM

EXIST STL TRUSSES

SHALL NOT BE DAMAGED

W8X21 STL BM

AC-103

1 1/2" STEEL DECK W/ 2 1/2" MIN,

REGULAR WEIGHT CONC FILL

(E) W

8x3

(E) STEEL TRUSS

(E) W8x31 BENEATH SLAB

(E) W8x31

BENEATH SLAB

W8x21 ON TOP OF SLAB, TYP OF AC UNIT FRAMING

8'-4" x 5'-4" APPROX CONC DECK

OPNG FOR AC-101-A

INSTALLATION, FRAME PER DET

5/S-6.1, INFILL PER DET 7/S-6.1

(E) W

8x3

(E) W

8x3

3'-10" x 4'-0" APPROX CONC DECK OPNG

FOR AC-103 INSTALLATION, FRAME PER

DET 5/S-6.1, INFILL PER DET 7/S-6.1

(E) STEEL TRUSS

(E) STEEL TRUSS

8'-4" x 3'-10" APPROX CONC DECK OPNG FOR AC-101-B

INSTALLATION, FRAME PER DET 5/S-6.1, INFILL PER DET 7/S-6.1

W8x21 ON TOP OF SLAB (E) STEEL TRUSS

(E) STEEL TRUSS (E) STEEL TRUSS

(E) STEEL TRUSS (E) STEEL TRUSS

AC-101-B

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x3

(E) W

8x3

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x3

(E) W

8x3

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x3

(E) W

8x3

(E) W

8x1

(E) W

8x1

(E) W

8x1 3(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x3

(E) W

8x3

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E) W

8x1

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E) W

8x1

EXIST 4WF13 STL BM

EXIST 4WF13 STL BM

DO

DO

EXIST 4I7.7 STL BM

EXIST 4I7.7 STL BM

DO

DO

DO

EXIST 4WF13 STL BM

EXIST 4WF13 STL BM

DO

DO

EXIST 4I7.7 STL BM

EXIST 4I7.7 STL BM

DO

DO

DO

EXIST 4WF13 STL BM

EXIST 4WF13 STL BM

DO

DO

EXIST 4I7.7 STL BM

EXIST 4I7.7 STL BM

DO

DO

DO

(E)

ST

EE

L T

RU

SS

EXIST 4WF13 STL BM

DO

DO

EXIST 4I7.7 STL BM

EXIST 4I7.7 STL BM

DO

DO

DO

(E) 4WF13

STL BM

GX-101

W8x10, TYP OF 2

GX-102

W8X10 STL BM

W8X10 STL BM

SOLID-TOP FIBERGLASS GRATING

WALKING PLATFORM

RH-101 HOOD OPENING ABOVE

W8x10, TYP OF 2

MATCHLINEMATCHLINE

AC-102

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E) STEEL TRUSS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E)

ST

EE

L T

RU

SS

(E) STEEL TRUSS

BUILDING

E-W AXIS

(E)

ST

EE

L T

RU

SS

EXIST 6 1/2" THK

CONC SLAB

(f'c = 3000 PSI, MIN)

EXIST 2" CONC FILL OVER MTL DECK,

4WF13 @ 4'-0" MAX WEHRE COMPOSITE DECK OCCURS

EXIST 4 I 7.7 AT 4'-0" MAX ,

TYP ALL SPANS EXCEPT UON

EXIST 4I7.7 STL BM

EXIST 4I7.7 STL BM

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

EXIST 4WF13 STL BM

EXIST 4WF13 STL BM

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

EXIST 4I7.7 STL BM

EXIST 4I7.7 STL BM

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

DO

11'-4" x 5'-6" APPROX

CONC DECK OPNG FOR

AC-102 INSTALLATION,

FRAME PER DET 5/S-6.1,

INFILL PER DET 7/S-6.1

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

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STA TE

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ENGINEERING SERVICES

SCHEMATIC DESIGN 35% 11/19/2019

MAJOR SYSTEMS 50% 12/19/2019

DESIGN DEVELOPMENT 65% 04/03/2020

CONSTRUCTION DOCUMENTS 95% 03/19/2021

CONSTRUCTION DOCUMENTS 100% 05/11/2021

IFC DOCUMENTS 07/09/2021

MODERNIZE PATHOLOGY DEPT., BLDG. 1GENERAL INFORMATION NOTES

JM / JT RA / LL

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

R

Exp. 6/30/2022

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No. 4948

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LEVEL 02 INTERSTITIAL DECK - EQUIPMENT PLAN A

S-1.2

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

AC-101 NORTEK AIR SOLUTIONS / TEMTROL

AIR HANDLER 13329 165 x 88 x 81.5 /

112 x 88 x 81.5 N/A N/R 2.5 6.0 2.0 0.48 0.42 Wp 0.17 Wp 1 / S6.3

BASE MOUNTED ON STEEL

PLATFORM, DEFERRED

APPROVAL

AC-102 NORTEK AIR SOLUTIONS / TEMTROL

AIR HANDLER

14,171 253 x 120 x 71.5 N/A N/R 2.5 6.0 2.0 0.48 0.42 Wp 0.17 Wp 2 / S6.3

FLOOR MOUNTED ON

PLATFORM, DEFERRED

APPROVAL

AC-103 NORTEK AIR SOLUTIONS / TEMTROL

AIR HANDLER

5,976 205 x 40 x 74 N/A N/R 2.5 6.0 2.0 0.48 0.42 Wp 0.17 Wp 3 / S6.3

FLOOR MOUNTED ON

PLATFORM, DEFERRED

APPROVAL

GX-101

GREENHECK

EXHAUST FAN

MODEL: USF-24

903 42 x 57.5 x 63 N/A 0503-10 2.5 2.5 2.0 0.48 1.00 Wp 0.17 Wp 6 / S6.2 BASE MOUNTED ON

ISOLATORS

GX-102

GREENHECK

EXHAUST FAN

MODEL: QEI-30

1539 64.75 x 65 x 52.8 N/A 0502-10 2.5 2.5 2.0 0.48 1.00 Wp 0.17 Wp 8 / S6.2 BASE MOUNTED ON

ISOLATORS

VFD

ABB DRIVE

VARIABLE FREQUENCY DRIVE

MODEL: ACH 550

35 VARIES N/A 0083-10 2.5 6.0 2.0 0.48 0.42 Wp 0.17 Wp 3 / S6.3 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).

S-1.2

LEVEL 02 INTERSTITIAL DECK -

EQUIPMENT PLAN

PLAN NOTES

1. ISOLATORS AND SEISMIC RESTRAINTS FOR AIR HANDLERS AC-101, AC-102, AC-103 AND SUPPORTS AND SEISMIC RESTRAINTS 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.

3 4 5 6 7

M

N

O

P

Q

2.1 3.1 3.2 4.2

Q.1

O.1

N.7

N.6

N.5

N.4

N.2

L.1

5.14.1

MATCHLINEMATCHLINE

RH-102

FX-101

FX-102

FX-105

RH-101

(E) AC-9T

(E) AC-66

(E) STEEL TRUSS

(E) STEEL TRUSS

(E) STEEL TRUSS (E) STEEL TRUSS (E) STEEL TRUSS

(E) W

(E)

W

(E) W

(E) STEEL TRUSS (E) STEEL TRUSS (E) GIRDER (2GT-30)

(E) STEEL BM (E) STEEL TRUSS

(E) STEEL TRUSS

(E) STEEL TRUSS (E) STEEL TRUSS (E) STEEL TRUSS

(E) W

(E)

W

(E) W

(E)

ST

EE

L B

M

(E) STEEL BM

(E) W

X1

(E) W12x16.5

(E) STEEL BM

(E) STEEL BM (E) STEEL BM

(E) STEEL BM

(E)

ST

EE

L B

M

(E) W

X1

(E)

DO

(E) W

X1

(E)

ST

EE

L B

M

(E)

ST

EE

L B

M (E)

ST

EE

L B M

(E)

ST

EE

L B

M

"Ø

S S

FX-104A

FX-104B

FX-106

(E) W8X10

W8X10

W8X10

(E)

DO

(E)

DO

(E) W8X10

(E) W8X10

(E) W8X10

(E) W8X10

W8X10

W8X10

W8X10

W8X10 W8X10 W8X10

FH-104A

FH-104B

W8x10

W8x10 FX-103A/B

DUCT TO BE

SUPPORTED PER

DET 4 ON SHT

S-6.2

EXIST 1 5/16" STL DECK

W/ 2 1/4" MIN LW INSULATION

CONC FILL

4'- 0"

4'- 0"

W12x14 INSTALL

BELOW DECK

W12x14 INSTALL

BELOW DECK

W12x14 INSTALL

BELOW DECK

OPENING CONNECTION PER

DET 4 ON SHT S-6.1, TYP

W12x14 INSTALL

BELOW DECK

8'-

W8X10 W8X10

W12x14 INSTALL

BELOW DECK

6'- 0"

W8X10

W8X10 W8X10

W8X10

W8X10

W8X10

(E) W12x16.5

(E) W12x16.5

(E) W12x16.5

(E) W8x10

4'-3"4'-3"

4'-3" 4'-3"

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

0 2

1#C 14152

STA TE

OF CA L I FORN

I A

ER

IC H . DAVY

OFFICE OF

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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

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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.

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BLDG #1

3350 LA JOLLA VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDFERNANDO ESTRELLA

JULY 09, 2021

PROGRAM DESIGN 20% 09/13/20191

REVIEWED IN ACCORDANCE

WITH THE REQUIREMENTS

OF CFM

BY: ____________________

DATE: ________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

SCHEMATIC DESIGN 35% 11/19/2019

MAJOR SYSTEMS 50% 12/19/2019

DESIGN DEVELOPMENT 65% 04/03/2020

CONSTRUCTION DOCUMENTS 95% 03/19/2021

CONSTRUCTION DOCUMENTS 100% 05/11/2021

IFC DOCUMENTS 07/09/2021

MODERNIZE PATHOLOGY DEPT., BLDG. 1GENERAL INFORMATION NOTES

JM / JT RA / LL

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

R

Exp. 6/30/2022

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No. 4948

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AMES STEELE

T U RAL

AS EL

LEVEL 02 ROOF FRAMING EQUIPMENT PLAN A

S-1.3

EQUIPMENT ANCHORAGE SCHEDULE

MARK DESCRIPTION

TOTAL

WEIGHT

(LBS)

DIMENSIONS

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

RH-101

GREENHECK

ROOF HOOD

MODEL: FGR

125 36 x 42 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 6 / S6.2 ROOF MOUNTED

RH-102

GREENHECK

EXHAUST FAN

MODEL:FGR

198 44 x 60 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 6 / S6.2 ROOF MOUNTED

FX-101

GREENHECK

FUME HOOD EXHAUST FAN

MODEL: VK-CD-12-4-II-LV

526 39.2 x 68.5 x

126.3 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 2 / S6.2 ROOF MOUNTED

FX-102

GREENHECK

BIOSAFETY EXHAUST FAN

MODEL: VK-MD-15-9-70-HV-HPW

1292 46.6 x 46.6 x

134.5 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 3 / S6.2 ROOF MOUNTED

FX103A/B

GREENHECK

EXHAUST FAN

MODEL: VK-MD-15-9-70-MV-HPW

2401 46.6 x 46.6 x

134.5 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 3 / S6.2 ROOF MOUNTED

FX104A/B

GREENHECK

EXHAUST FAN

MODEL: VK-CD-12-4-II-HV

1045 39.2 x 68.5 x

126.3 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 2 / S6.2 ROOF MOUNTED

FX-105

GREENHECK

EXHAUST FAN

MODEL: VK-CD-12-10-II-HV

671 46.6 x 46.6 x

134.5 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 3 / S6.2 ROOF MOUNTED

FX-106

GREENHECK

EXHAUST FAN

MODEL: VK-H-9

488 21.9 x 39.8 x 134 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 1 / S6.2 ROOF MOUNTED

FH-104A

FH-104B

AAF FLANDERS FILTER HOUSING

MODEL: BF1-1H1W 440 37 x 31 x 33 N/A N/R 2.5 6.0 2.0 1.0 0.64 Wp 0.17 Wp 4 / S6.3 ROOF 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).

S-1.3

LEVEL 02 ROOF PLAN -

EQUIPMENT PLAN

" M

AX

'H'

PE

R S

CH

ED

(E) CONC SLAB-ON-GRADE

PER PLAN

EQ

EQ

SECTION A-A

EQUIP PER SCHED

FRONT REAR

EQUIP BASE

REAR SEISMIC ANCHOR

BRACKET (VFCI), TYP OF (2)

2" TY

P

.5"

M

IN

TY

P

EQ EQ

FRONT SEISMIC ANCHOR

BRACKET (VFCI), TYP OF (2)

FRONT REAR

SIDE ELEVATION

CG

CG

TYP TYP

(E) WALL (WHERE OCCURS)

" M

AX

'H'

PE

R S

CH

ED

EQUIP PER SCHED

EQ

EQ

SECTION A-A

EQUIP BASE

FRONT SEISMIC ANCHOR

BRACKET PER MFR, TYP OF (2)

REAR SEISMIC ANCHOR

BRACKET PER MFR,

TYP OF (2)

2"

MI

N

TY

P

FRONT REAR FRONT REAR

" M

IN

EQEQ

SIDE ELEVATION

(E) CONC SLAB-ON-GRADE

PER PLAN

CG

CG

TYP

TYP

(E) WALL (WHERE OCCURS)

(4) 1/4 x 1/2" SMS INTO EQUIP

FRAME EA BRACKET (VFCI)

FRONT BRACKET ASSEMBLY (VFCI)

FRONT FLOOR BRACKET

PER MFR (VFCI)

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM EMBED,

(ICC ESR-3037), TYP OF (2) EA BRACKET

EQUIP PER SCHED

NOTE:

INSTALL SEISMIC ANCHOR BRACKETS PER MANUFACTURER'S WRITTEN INSTRUCTIONS,

SEE DET 5 ON THIS SHEET

(2) 1/4" BOLTS (VFCI)

NOTE:

INSTALL SEISMIC ANCHOR BRACKETS PER MANUFACTURER'S WRITTEN INSTRUCTIONS,

SEE DET 3 ON THIS SHEET

EQUIP PER SCHED

(4) 1/4 x 1/2" SMS INTO EQUIP

FRAME, TYP EA BRACKET

REAR BRACKET

ASSEMBLY (VFCI)

SLOT PER MFR

REAR FLOOR

BRACKET (VFCI)

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM EMBED,

(ICC ESR-3037), TYP OF (2) EA BRACKET

PLAN

2"

2"

1 1/4"

2"

2 7 /8"

1 3/8"

5"

L 2 x 2 x 3/8

2"

2"

1 1/2"

4"

2"

1 3/16"

4 @ 1"

1/2 " M

IN

2 3/4"

1" 1"

PLAN

2"

2 3 /8"

1 1/8"

3/8" DIA SLOT 5"

2"

1 3/16"

3 S

PA

CE

S

1"

1 3/4"

5"

1" 1" EQ EQ

2" 1 1

/2"

3"5"

2 3/4"

PL 1/4" x 6 1/2" x 5"

L 2 x 2 x 3/8"

1" TY

P

1"

MI

N

EQUIP PER SCHED

FRONT ELEVATION

(E) CONC SLAB-ON-GRADE

PER PLAN

CG CG

CGCG

SIDE ELEVATION

SECTION A-A

FRONT

21.650"

.17

'H'

PE

R S

CH

ED

1.425"

TYP

7.3

.43 5"

.80

5"

1/2" SS THR BOLTS

PER MFR (TYP OF 4)

EQUIP OUTLINE

SECTION B-B

FRONT

21.650"1.425"

TYP2.9

.75

5" 5.8

EQUIP OUTLINE

.50

.53

CG

WT = 486#

12.25"

.40

CG

WT = 508#

12.25"

.11

MAX CG

COMBINED

.5"

M

AX

5'- 5"

SEISMIC BRACKET W/ (2) 7/16" x 4" 316 SS

CONDITION A HEX BOLTS W/ 316 SS WASHERS

ON BOTH SIDES & 316 SS LOCK WASHERS AND

NUT ON INWARD SIDE OF TUBE STL FRAME.

INSTALL BOLTS AT TOP OF SLOT & TORQUE TO

19 FT-LBS, TYP OF (2) FLOOR BRACKETS EA SIDE

OF TABLE

.5"

(2) M8x25 316 SS CONDITION A PHIL PAN HEAD

SCREW PER ASTM F593-13A, MIN FULL THREAD

ENGAGEMNET PROVIDED INSIDE UNIT, TYP,

BRACKET LOCATION PER MFR

RECOMMENDATION

2'- 6"

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM EMBED W/

WASHER, (ICC ESR-3037), TYP OF (4)

9"1"

TYP

EQ EQ

(E) 5" CONC SLAB-ON-GRADE

W/ #4 @ 18" OC EA WAY @ CENTER OF SLAB

6 7 /16

1'-

7 5 /16

4 1

/4"

4'-0"

1 11/16"

TYP

3'-8 5/8"

1'-

3/ 4"

ANALYZER PER ANCHOR

SCHED

SEISMIC BRACKET, TYP OF (4)

ORTHO VISION TABLE PER ANCHOR

SCHED

EQ

9"

EQ

44" MIN

CG

(COMBINED)

2 1 /2"

EQ

SEISMIC FLOOR BRACKET,

TYP OF (2)

ORTHO VISION TABLE PER ANCHOR

SCHED

EQ

1'- 0 1

/2"

MI

N

CL BRACKET

2'- 3"

LEVELERS

EQUIP PER SCHED

SEISMIC BRACKET W/ (2) 3/8" x 4" 316 SS

CONDITION A CARRIAGE BOLT AND NUT PER

ASTM F593-13a, MIN TORQUE TO 12 FT-LBS, THRU 3" SQ TUBE TABLE FRAME, TYP

NOTE:

FIELD VERIFY SEISMIC BRACKET LOCATIONS PER MFR

RECOMMENDATIONS 0.885"

TYP

3 SPACES @ 5.66" = 1'-5"

1.3 8"

1.50" 1.66"

2 3/4"3 1/4"

0.5 9"

45.00°

0.9 5"

0.9 5"

0.5 9"

PLAN

ELEVATION

SECTION A-A

3/8" x 0.75 HEX CAP

SCREW W/ WASHER &

LOCKWASHER SUPPLIED

BY MFR (TYP OF 4)

1 1/2" x 0.5 COUNTERSINK

(TYP OF 4)

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM

EMBED, (ICC ESR-3037), TYP OF (4)

FRONT MOUNT HEAVY

ANCHOR: HOT ROLLED STL

ASTM A36 (f'y = 36 KSI), MIN

1.29"

TYP

2.335"

TYP

3 SPACES @ 5.66" = 1'-5"

1.6 5"

TY

P

1.5 0"

TY

P

0.1

1.50" 1.66"

0.4 5"

PLAN

ELEVATION

SECTION A-A

1.0 4"

0.4 5"

2.58" TYP 19.07"

3/8" HEX CAP SCREW W/

WASHER & LOCKWASHER

SUPPLIED BY MFR (TYP OF 4)

BRACKET HEAVY ANCHOR:

8 GA HOT ROLLED STL

ASTM A569 (f'y = 38 KSI), MIN

1/2" LEVELING LEG (TYP OF 4)

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM

EMBED, (ICC ESR-3037), TYP OF (4)

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

0 2

1#C 14152

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

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-18-333

BLDG #1

3350 LA JOLLA VILLAGE DR., SAN DIEGO, CA 92161

100% CONSTRUCTION DOCUMENTS

FULLY SPRINKLEREDFERNANDO ESTRELLA

JULY 09, 2021

PROGRAM DESIGN 20% 09/13/20191

REVIEWED IN ACCORDANCE

WITH THE REQUIREMENTS

OF CFM

BY: ____________________

DATE: ________________

U.S. DEPARTMENT OF

VETERANS AFFAIRS

ENGINEERING SERVICES

SCHEMATIC DESIGN 35% 11/19/2019

MAJOR SYSTEMS 50% 12/19/2019

DESIGN DEVELOPMENT 65% 04/03/2020

CONSTRUCTION DOCUMENTS 95% 03/19/2021

CONSTRUCTION DOCUMENTS 100% 05/11/2021

IFC DOCUMENTS 07/09/2021

MODERNIZE PATHOLOGY DEPT., BLDG. 1GENERAL INFORMATION NOTES

JM / JT RA / LL

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

R

Exp. 6/30/2022

NE

TA

S

T

FO

ACOF LI

R R

AI

L

OSOR FE SI

T I

EG

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P

No. 4948

J

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U C

A

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ON

AMES STEELE

T U RAL

AS EL S-5.1

STRUCTURAL DETAILS

1 REFRIGERATOR ANCHORAGE DETAIL - SINGLE

1" = 1'-0"6 REFRIGERATOR ANCHORAGE DETAIL - DUAL

1" = 1'-0"

4 REFRIGERATOR ANCHORAGE DETAIL

3" = 1'-0" 2 REFRIGERATOR ANCHORAGE DETAIL

3" = 1'-0"

5 ANCHORAGE DETAIL - FRONT BRACKET

3" = 1'-0" 3 ANCHORAGE DETAIL - REAR BRACKET

3" = 1'-0"

7 ANALYZER ANCHORAGE DETAIL

3/4" = 1'-0"

10 BLOOD ANALYZER ANCHORAGE DETAIL

1" = 1'-0"

9 ANCHORAGE DETAIL - FRONT BRACKET

3" = 1'-0" 8 ANCHORAGE DETAIL - REAR BRACKET

3" = 1'-0"

CH103

CH153

MC137

MC211

SP114HS103

MC126

BB116

BB110

BB114

HE130

1/2 / 'H

'H'

PE

R S

CH

ED

FRONT ELEVATION

CG

(E) CONC SLAB-ON-GRADE

PER PLAN

EQUIP PER SCHED

SECTION A-A

CG

#12 SMS, TYP OF (3)

EA ANGLE

L4 x 2 x 3/16 (LDV), CTR ON

EQUIP, TYP OF (2), VERTICAL

LEG DIM MAY BE INCREASED UP

TO 6" (TOTAL HT) AS REQD

(E) WALL (WHERE OCCURS)

44" MAX

EQEQ

EQ

EQ

1 1

/2" MI

N

2 E Q S

PA

CE

S = 1'-

3"

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM EMBED

WASHER, (ICC ESR-3037), TYP OF (6)

3/4

MI

N

4"

MA

X

(FV

3/4

MI

N

(E) CONC SLAB-ON-GRADE

PER PLAN

2 3 /8"

NO

M

EM

BE

D

1/2" SIMPSON STRONG BOLT 2 WEDGE ANCHOR W/ 3 1/4"

NOM EMBED, TYP OF (6) TOTAL

PROVIDE 1/8" GAP (MAX) BTWN FLR & BENT PL

TO FACILITATE MOVEMENT OF EQUIP

3/16" BENT PL OR ANGLE (ASTM A36),

PAINT TO MATCH ADJACENT FINISHES

1/4" SMS, TYP OF (2) ABOVE

EA ANCHOR (8 TOTAL)

SS CAP NUT EA BOLT

2 E Q S

PA

CE

S = 1'-

3"

1/2 / 'H

'H'

PE

R S

CH

ED

SIDE ELEVATION

CG

(E) CONC SLAB-ON-GRADE

PER PLAN

EQUIP PER SCHED

SECTION A-A

CG

EQEQ

EQ

EQ

EQUIP BASE

FRONT

REAR

(E) WALL (WHERE OCCURS)

BENT PLATE OR ANGLE

TYP

NOTE:

WHERE EQUIPMENT IS LOCATED IN

CORNER OR OBSTRUCTION IS PRESENT,

PROVIDE SLOTTED HOLES IN ANGLE PER

DETAIL 7 THIS SHEET (ONE SIDE ONLY)

OMIT

SLOT

TYP

TYP

TYP

1 1

/2" MI

N

2 E Q S

PA

CE

S = 1'-

3"

1/2 / 'H

'H'

PE

R S

CH

ED

EQUIP PER SCHED

FRONT ELEVATION

(E) CONC SLAB-ON-GRADE

PER PLAN

CG

C°

F°

TYP

OMIT

SLOT

TYP

EQEQ

TYP

TYP

SECTION A-A

CG

EQ

EQ

EQUIP BASE

BENT PLATE OR ANGLE

NOTE:

WHERE EQUIPMENT IS LOCATED IN

CORNER OR OBSTRUCTION IS PRESENT,

PROVIDE SLOTTED HOLES IN ANGLE PER

DETAIL 7 THIS SHEET (ONE SIDE ONLY)

1 1

/2" MI

N

2 E Q S

PA

CE

S = 1'-

3"

1/2 / 'H

'H'

PE

R S

CH

ED

EQUIP PER SCHED

FRONT ELEVATION

(E) CONC SLAB-ON-GRADE

PER PLAN

CG TYP

OMIT

SLOT

TYP

EQEQ

TYP

TYP

SECTION A-A

CG

EQ

EQ

EQUIP BASE

BENT PLATE OR ANGLE

NOTE:

WHERE EQUIPMENT IS LOCATED IN

CORNER OR OBSTRUCTION IS PRESENT,

PROVIDE SLOTTED HOLES IN ANGLE PER

DETAIL 7 THIS SHEET (ONE SIDE ONLY)

1 1

/2" MI

N

(E) CONC SLAB-ON-GRADE

PER PLAN

PROVIDE 1/8" GAP (MAX) BTWN FLR & BENT PL

TO FACILITATE MOVEMENT OF EQUIP

PROVIDE 1/8" GAP (MAX) BTWN BOLT HEAD

& BENT PL TO FACILITATE SLIDING OF

EQUIP ONTO REAR ANCHOR BOLTS

1/2" SIMPSON STRONG BOLT 2 WEDGE ANCHOR

W/ 3 1/4" NOM EMBED, TYP OF (6) TOTAL

NOTE:

SEE DET 8 THIS SHEET FOR ITEMS SHOWN BUT NOT NOTED.

1/2

'H'

'H'

PE

R S

CH

ED

#12 SMS, TYP OF (3) EA ANGLE

L3x3x12 GA x 0'-4" LONG, TYP EA

SIDE OF EQUIP (2 TOTAL)

1"1 1 /2"

1 1/2"

MIN

(2) #12 SMS TO (E) STUD, MIN (3) STUD

(5) #12 SMS TO EQUIP

12 GA BENT PL, FV DIMS

EQUIP PER SCHED

1 1/2" MIN

TYP

EQ

EQ EQ

9 1

/2" EQ EQ

(E) CONC SLAB-ON-GRADE

PER PLAN

(E) 3 5/8" x 20 GA STUDS (MIN)

@ 16" OC

EQUIP PER SCHED

2 3 /8"

NO

M

BASE ANCHOR BRACKET

PER ELEV, TYP

6"

MA

X

CG

SIDE ELEVATION

PLAN

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM EMBED ,

(ICC ESR-3037), TYP OF (2)

1/2 / 'H

'H'

PE

R S

CH

ED

SIDE ELEVATION

CG

(E) CONC SLAB-ON-GRADE

PER PLAN

EQUIP PER SCHED

1"1 1 /2"

1 1/2"

MIN

2 3 /8"

NO

M

#12 SMS, TYP OF (3) EA ANGLE

L3x3x12 GA x 0'-4" LONG, TYP EA

SIDE OF EQUIP (2 TOTAL)

(5) #12 SMS TO EQUIP

(2) #12 SMS TO (E) STUD,

MIN (3) STUD

12 GA BENT PL, FV DIMS

PLAN

1 1/2" MIN

TYP

EQ

EQ EQ

9 1

/2" EQ EQEQ

(E) 3 5/8" x 20 GA STUDS

(MIN) @ 16" OC

EQUIP PER SCHED

BASE ANCHOR BRACKET

PER ELEV, TYP

1/2" SIMPSON STRONG BOLT 2 CONC

WEDGE ANCHOR W/ 3 1/4" NOM EMBED,

(ICC ESR-3037), TYP OF (2)

A R C H I T E C T

EXP I RES A UGUS T 3 1 , 2

0 2

1#C 14152

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

PROJECT LOCATION

ISSUE DATE CHECK BY DRAWN BY

PROJECT NUMBER

BUILDING NUMBER

DRAWING NUMBER

08 - 6231

REVISIONS: DATE:NO.

664-18-333

BLDG #1

3350 LA JOLLA VILLAGE…