FINAL20201204 Structural Set.pdf

EXPANSION BOLTS IN CRACKED AND UNCRACKED CONCRETE

ADHESIVE ANCHOR SYSTEM FOR THREADED ROD OR REBAR IN CONCRETE

ACCEPTABLE PRODUCTS

HILTI - KWIK BOLT TZ

SIMPSON - STRONG-BOLT 2

BOLT DIAMETER INSTALLATION TORQUE (FT-LB)

3/8" 2 1/2" 30

1/2" 60

5/8" 90

3/4" 150

4 1/2"

5"

ACCEPTABLE PRODUCTS ICC-ES EVALUATION REPORT

HILTI HIT - RE-500 V3

THREAD ROD

DIAMETER

MINIMUM EMBEDMENT

DEPTH (U.N.O.)

TESTING FORCE

3/8" DIA 3

" 3,400 LB

1/2" DIA 5,600 LB

5/8" DIA 9,300 LB

3/4" DIA 13,450 LB

6"

8"

10"

#3

#4

#5

#6

AN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEER

AN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEER

REBAR SIZE

ICC-ES EVALUATION REPORT

ESR-1917

ESR-3037

ESR-3814

HILTI KWIK BOLT TZ

BOLT DIAMETER EFFECTIVE MIN. DEPTH

(U.N.O.)

INSTALLATION TORQUE (FT-LB)

3/8" 2" 25

1/2" 40

5/8" 60

3/4" 110

4"

4 3/4"

SIMPSON STRONG-TIE STRONG-BOLT 2

3 1/4"

3 3/8"

EFFECTIVE MIN. DEPTH

(U.N.O.)

POST-INSTALLED ANCHORAGE INTO CONCRETE

1. ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS, AND SHALL COMPLY WITH ACI CHAPTER 17 OF

ACI 318-14 AND IBC.

2. ADHESIVE ANCHOR INSTALLERS SHALL BE CERTIFIED IN ACCORDANCE WITH THE ACI-CRSI ADHESIVE ANCHOR INSTALLER

CERTIFICATION PROGRAM.

3. THE CONTRACTOR SHALL PREPARE A WRITTEN PROCEDURE PRIOR TO CONSTRUCTION FOR AN INSTALLATION METHOD TO AVOID

DRILLING INTO OR CONTACTING IN ANY WAY REINFORCING STEEL AND OTHER EMBEDDED ITEMS. APPROVED METHODS COULD

INCLUDE PLASTIC MARKINGS FORMED INTO THE CONCRETE SURFACE, OR USE OF GROUND PENETRATING RADAR EQUIPMENT

SUCH AS HILTI FERROSCAN PS200. ANCHORS SHALL CLEAR EXISTING REBAR BY 1" MINIMUM.

4. CONFORM WITH ICC RECOMMENDED VALUES FOR ANCHOR SPACING AND EDGE DISTANCE TO DEVELOP FULL (100%) ALLOWABLE

TENSION/SHEAR LOADS LISTED IN ICC REPORTS. DO NOT USE REDUCED SPACING AND EDGE DISTANCE UNLESS SPECIFICALLY

NOTED OTHERWISE BY THE DETAILS.

5. ANCHORS SHALL BE INSTALLED ACCORDING TO THE ANCHORING SYSTEM'S SPECIFICATIONS. DO NOT DAMAGE REINFORCING

STEEL OR OTHER EMBEDDED ITEMS. FILL UNUSED HOLES WITH NON-SHRINK GROUT.

6. DRILLED HOLE SHALL BE CLEANED WITH A BRUSH AND CLEAN COMPRESSED AIR IN COMPLIANCE WITH ICC ESR REQUIREMENTS.

7. WHILE ATTACHING STEEL MEMBERS TO THE CONCRETE OR MASONRY USING ANCHORS, INSTALL ANCHORS BEFORE DRILLING THE

HOLES IN ATTACHED STEEL MEMBERS. THE HOLES IN STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS.

8. WHILE ANCHORING STEEL MEMBERS AGAINST CONCRETE, PROVIDE LOCK-WASHER AND NUT AT EACH ANCHOR ROD.

9. CONCRETE SCREW ANCHORS MAY BE HILTI KWIK CON II (ICC ESR-5259), SIMPSON TITEN HD SCREW ANCHORS (ICC ESR-1056), RED

HEAD LDT CONCRETE SCREW ANCHOR (ICC ESR-5890), OR AN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEER. AT ENDS OF

LATERAL SEISMIC BRACING, USE EXPANSION BOLTS IN LIEU OF SCREW ANCHORS.

10. TEST POST-INSTALLED ANCHORS IN CONCRETE AND MASONRY PER CBC. INSTALLATION TORQUE QUALITIES AS TEST. TEST

100-PERCENT OF BOLTS USED FOR STRUCTURAL APPLICATIONS. TEST 50-PERCENT OF BOLTS USED FOR NON-STRUCTURAL

APPLICATIONS SUCH AS EQUIPMENT ANCHORAGE, INCLUDING HALF OF THE BOLTS IN EACH GROUP. TEST 10-PERCENT OF BOLTS

USED FOR SILL-PLATE BOLTING APPLICATIONS.

11. ALL BOLTS AND ANCHORS (INCLUDING NUTS AND WASHERS) EXPOSED TO WEATHER SHALL BE STAINLESS STEEL.

12. THE EMBEDMENT DEPTH OF POST-INSTALLED ANCHORS SPECIFIED IN THE INDIVIDUAL DRAWING DETAILS SHALL GOVERN OVER

THE MINIMUM EMBEDMENTS SHOWN IN THE TABLES ABOVE. WHERE THE INDIVIDUAL DRAWING DETAIL SPECIFIES A CERTAIN

PRODUCT AND THE CONTRACTOR WISHES TO USE AN ACCEPTABLE ALTERNATIVE PRODUCT, THE EMBEDMENT DEPTH FOR THAT

ALTERNATIVE PRODUCT SHALL BE INCREASED AS REQUIRED BEYOND THE EMBEDMENT DEPTH SHOWN FOR THE SPECIFIED

PRODUCT IN ORDER TO ACHIEVE THE SAME CAPACITIES IN SHEAR AND TENSION AS PUBLISHED IN THE ICC-ESR REPORT FOR THE

PRODUCT AND EMBEDMENT DEPTH SPECIFIED IN THE DETAIL. IF THE EMBEDMENT DEPTH OF THE ALTERNATIVE PRODUCT MUST BE

INCREASED TO MATCH THE CAPACITIES OF THE PRODUCT SPECIFIED IN THE DETAIL, THE LIMITATION ON CONCRETE THICKNESS

SPECIFIED IN THE ICC-ESR REPORT FOR THE ALTERNATIVE PRODUCT MAY NOT BE VIOLATED. THE EMBEDMENT DEPTH FOR THE

ALTERNATIVE PRODUCT MAY NOT BE LESSENED BELOW THE VALUE SHOWN IN THE DETAIL. CHANGES TO POST-INSTALLED

ANCHORS CALLED OUT ON DETAILS IS SUBJECT TO OSHPD APPROVAL PRIOR TO FABRICATION.

SCOPE OF WORK :

PROJECT CONSISTS OF THE INSTALLATION OF A NUCLEAR MEDICINE SUITE AT THE LEVEL 4 OF THE SAN DIEGO VETERANS

ADMINISTRATION.

GENERAL

1. REFER TO PROJECT SPECIFICATIONS FOR PROJECT REQUIREMENTS.

2. CONSTRUCTION AND WORKMANSHIP, INCLUDING MATERIALS, SHALL CONFORM TO THESE DRAWINGS AND THE 2015 EDITION OF

THE IBC.

3. GOVERNING CODE AUTHORITY: VETERANS ADMINISTRATION.

4. COMPLY FULLY WITH ALL CODES HAVING JURISDICTION OVER THE WORK. IF ANY WORK SHOWN OR INDICATED ON THE DRAWINGS

IS IN CONFLICT WITH ANY CODE HAVING JURISDICTION, BRING IT TO THE ATTENTION OF THE OWNER PRIOR TO THE

COMMENCEMENT OF ANY WORK WHICH WOULD BE AFFECTED BY IT.

5. WHERE NOT INDICATED OTHERWISE, THE LATEST EDITION OF ALL CITED DOCUMENTS SHALL GOVERN.

6. THE TERM IBC IN THESE DRAWINGS MEANS 2015 INTERNATIONAL BUILDING CODE.

7. ALL INFORMATION, DIMENSIONS, AND ELEVATIONS SHOWN OR NOTED TO EXISTING STRUCTURE ARE BASED ON BEST INFORMATION

CURRENTLY AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY

OF EXISTING CONDITIONS. THE CONTRACTOR SHALL REFER TO THE ORIGINAL CONSTRUCTION DOCUMENTS FOR INFORMATION

REGARDING EXISTING CONSTRUCTION AND SHALL FIELD VERIFY ALL CONDITIONS. IF CONDITIONS BECOME APPARENT WHICH

DIFFER FROM THE CONDITIONS SHOWN HEREIN, THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER.

HOWEVER, ANY SIGNIFICANT CONFLICTS SHALL BE RESOLVED AS NOTED.

8. THE CONTRACTOR SHALL:

A. BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS.

B. CHECK ALL DIMENSIONS.

C. RESPONSIBLE FOR COORDINATION OF ALL TRADES TO ASSURE PROPER CONSTRUCTION OF THE PROJECT. ALL

DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING

WITH THE WORK.

9. DIMENSIONS: DIMENSIONS TAKE PRECEDENCE OVER SCALE OF DRAWING. RELY ON WRITTEN DIMENSIONS GIVEN AND FIELD

VERIFICATION. IF DISCREPANCIES ARE FOUND, NOTIFY THE OWNER BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK. IF

NO DIMENSION ARE GIVEN, NOTIFY THE OWNER FOR CLARIFICATIONS. ALL NOTIFICATIONS SHALL BE BY "RFI".

10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS TAKE PRECEDENCE

OVER "GENERAL NOTES" AND TYPICAL DETAILS. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR

CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO PRIOR REVIEW BY THE

ENGINEER.

11. CONDITIONS NOTED AS "EXISTING" OR (E) ARE TO REMAIN UNLESS NOTED OTHERWISE PROTECT AS REQUIRED. "EXISTING"

CONSTRUCTION REMOVED BY THE CONTRACTOR FOR ANY REASON SHALL BE REPLACED TO MATCH EXISTING AT NO ADDITIONAL

COST TO THE OWNER. ALL MATERIALS, FEATURES OR CONDITIONS NOT SPECIFICALLY IDENTIFIED AS "EXISTING" OR (E) ARE

CONSIDERED NEW WORK AND ARE PART OF THE PROJECT SCOPE OF WORK.

12. ALL EXISTING CONDITIONS, WHETHER OR NOT SPECIFICALLY NOTED ON THE DRAWINGS, SHALL BE VERIFIED PRIOR TO THE

COMMENCEMENT OF ANY WORK. DO NOT PROCEED WITH ANY ITEM OR WORK THAT IS REASONABLY QUESTIONABLE WITHOUT

ADVISING THE OWNER. OBTAIN DIRECTION FROM THE OWNER AS TO HOW TO PROCEED. SUBMIT ALL QUESTIONS ON "RFI" FORM.

13. ANY DISCREPANCIES FOUND IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR

RESOLUTION PRIOR TO COMMENCING ANY WORK.

14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION

MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BY THE ENGINEER, WHETHER

PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN

QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS; BUT THEY DO

NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION.

15. THE CONTRACTOR SHALL COORDINATE ALL UTILITY LOCATIONS WITH OTHER DRAWINGS AND SHALL CONDUCT A DETAILED

SURVEY OF EXISTING UTILITIES TO IDENTIFY INTERFERENCES WITH THE NEW CONSTRUCTION. PROMPTLY NOTIFY THE ENGINEER

OF ANY INTERFERENCES PRIOR TO PERFORMING THE WORK.

16. IN THE EVENT THAT THERE ARE ANY UTILITIES AFFECTED, ANY MODIFICATIONS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR AND NOT THAT OF THE OWNER. ALL OUTLETS EITHER ELECTRICAL OR MECHANICAL, OR ANY ASSOCIATED REWORK

OR MODIFICATIONS WILL BE A PART OF THE BID AND NOT TO BE CONSTRUED AS THE WORK OF THE OWNER. SUFFICIENT DUE

DILIGENCE ON THE PART OF THE CONTRACTOR WILL ELIMINATE ANY POTENTIAL ISSUES AND ACCEPTANCE OF THE AGREEMENT

SHALL BIND CONTRACTOR TO SAID ACCEPTANCE.

17. LOCATE ALL EMBEDDED ITEMS AND REINFORCING STEEL USING NON-DESTRUCTIVE MEANS PRIOR TO DRILLING OR CORING. DO

NOT DAMAGE EMBEDDED ITEMS WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA DURING CONSTRUCTION PERIOD. THE CONTRACTOR

SHALL PROTECT ADJACENT PROPERTY AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY

ORDINANCES.

19. PROVIDE BARRICADING AND MAINTAIN ANY REQUIRED LIGHTS, WARNING, AND DIRECTIONAL SIGNS, AND OTHER PROTECTION NEAR

AND ABOUT THE AREA OF THE WORK AS MAY BE REQUIRED BY THE OWNER, OR BY ANY OTHER GOVERNING AUTHORITY. PROVIDE

NECESSARY MEANS TO PROTECT ANY SURROUNDING ADJACENT SITE STRUCTURES, PROPERTIES, SERVICING UTILITIES, PEDESTRIAN AND VEHICLE WAYS, AND MAINTAIN ALL SAFETY MEASURES UNTIL WORK IS COMPLETED.

20. SECURE THE CONSTRUCTION SITE. ANY PARTS OF WORK AREA WHICH ARE TO BE BARRICADED OR SEALED TO

NON-CONSTRUCTION INDIVIDUALS MUST BE COORDINATED WITH AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE

WORK.

21. PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ADJACENT STRUCTURE(S), FINISHES AND UTILITIES

DURING CONSTRUCTION.

22. PROVIDE AND ENGINEER ALL TEMPORARY STRUCTURAL AND SAFETY ELEMENTS REQUIRED TO ACCOMPLISH THE WORK.

23. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVENT DUST AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE

WORK AREA. THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA.

THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

24. CUTTING, BORING, SAW-CUTTING OR DRILLING THROUGH STRUCTURAL MEMBERS OTHER THAN THOSE DETAILED ON STRUCTURAL

DRAWINGS SHALL NOT BE DONE WITHOUT THE ENGINEER'S APPROVAL.

25. PERFORM ALL PATCHING AND RESTORATION AS REQUIRED BY THE WORK. THE WORK SHALL MATCH ADJACENT SURFACES UNLESS

SPECIFICALLY NOTED OTHERWISE TO THE SATISFACTION OF THE OWNER.

26. ALL PENETRATIONS THROUGH SLABS AND / OR FIREWALLS MUST BE SEALED USING UL APPROVED SYSTEMS AS REQUIRED BY

SPECIFICATION 07 84 00 FIRESTOPPING.

Fp=0.4a p

S

DS

W p

SHEAR: (1+2Z

h

(R p

I p

EQUIPMENT ANCHORAGE

1. SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE INSTALLED AS A PART OF THIS PROJECT SHALL BE DETAILED ON

CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY THE 2015 IBC SECTION 1616.1.18.

2. EQUIPMENT SUPPORTS AND ATTACHMENTS SHALL BE APPROVED BY THE APPROPRIATE DESIGN PROFESSIONAL OF RECORD (DPR)

AND THE V.A. AS A PART OF FIELD REVIEWS/OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THE ABOVE

REQUIREMENTS ARE ENFORCED.

STRUCTURAL TESTS AND INSPECTIONS

1. STRUCTURAL TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE 2016 CBC, PROJECT SPECIFICATIONS AND 2015 IBC".

FOUNDATIONS

1. NO SOILS REPORT WAS PREPARED FOR THIS PROJECT.

2. WORK ON THIS PROJECT WILL HAVE NO EFFECT ON THE BUILDING'S FOUNDATION.

DESIGN CRITERIA

SEISMIC DESIGN DATA:

SEISMIC IMPORTANCE FACTOR: I = 1.5

MAPPED SPECTRAL RESPONSE:

S

S

= 1.274

S

= 0.447

SITE CLASSIFICATION: D

SPECTRAL RESPONSE:

S

DS

= 1.019

S

D1

= 0.610

SEISMIC DESIGN CATEGORY: D

SEISMIC SYSTEM-DEMANDS ON NON-STRUCTURAL COMPONENTS:

COMPONENTS AMPLIFICATION FACTOR: SEE EQUIPMENT SCHEDULE 9/SF3

COMPONENTS RESPONSE FACTOR: SEE EQUIPMENT SCHEDULE 9/SF3

OVERSTRENGTH FACTOR:

SEE EQUIPMENT SCHEDULE

REDUNDANCY FACTOR:

p = 1.0

CAST-IN-PLACE-CONCRETE

1. CONCRETE SHALL BE AS FOLLOWS:

NEW CONCRETE SHALL BE:

· STRENGTH AGGREGATES: LIGHT WEIGHT

· DRY @ 28 DAYS: 3000 PSI

· WEIGTH: 115 PCF

EXISTING CONCRETE IS LIGHT WEIGHT CONCRETE: 3000 PSI

2. CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR II.

3. HARDROCK AGGREGATES SHALL CONFORM TO ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1-1/2 INCHES FOR FOOTINGS GRADE

BEAMS AND 1 INCH FOR ALL OTHER WORK.

4. LIGHTWEIGHT AGGREGATES (CONFORMING TO ASTM C330) SHALL BE APPROVED BY THE ENGINEER, AND THEIR MAXIMUM SIZE

SHALL BE ONE INCH.

5. A STATEMENT OF MIX DESIGN SHALL BE MADE FOR CONCRETE WITH DESIGN STRENGTH OVER 2500 PSI. COPIES OF THE MIX

DESIGN SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER, AND OSHPD FOR APPROVAL BEFORE USE.

6. ONLY ONE GRADE OF CONCRETE SHALL BE POURED ON THE JOB AT ONE TIME.

7. CONCRETE COVER OVER REINFORCING SHALL BE AS FOLLOWS:

A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"

B. EXPOSED TO EARTH OR WEATHER :

· CAST-IN-PLACE - NON STRESSED: 2"

C. NOT EXPOSED TO EARTH OR WEATHER:

· MAIN BARS IN BEAMS AND COLUMNS: 2"

· TIES AND STIRRUPS: 1

8. ALL REINFORCING SHOWN CONTINUOUS SHALL BE LAPPED PER ACI 318 CLASS B SPLICE OR 40 DIAMETERS (GRADE 60) AT SPLICES, AND SHALL BE MADE AWAY FROM POINTS OF MAXIMUM STRESS. MINIMUM LAP SHALL BE 2'-0" LONG.

9. BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, ETC., RELATING TO WORK.

10. ALL SLEEVES NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL BE LOCATED BY THE TRADES INVOLVED AND SHALL BE

APPROVED BY THE ENGINEER.

11. DRY PACK CONCRETE SHALL BE ONE PART PORTLAND CEMENT AND ONE PART SAND WITH SUFFICIENT WATER TO ALLOW A SMALL

AMOUNT OF PASTE TO COME TO THE SURFACE.

12. CONCRETE GROUT SHALL BE NON SHRINKING WITH SUFFICIENT WATER TO ALLOW POURING. ULTIMATE COMPRESSIVE STRENGTH

(f'c) AT 28 DAYS SHALL BE EQUAL TO 3000 PSI MINIMUM.

13. A MIX THAT PRODUCES THE LOWEST SLUMP COMPATIBLE WITH PROPER PLACEMENT SHALL BE USED (4

" MAXIMUM SLUMP

UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER.)

14. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH DESIGN METHOD.

15. FORMS FOR CONCRETE STRUCTURAL MEMBERS (SLABS, BEAMS, ETC.) SHALL NOT BE STRIPPED UNTIL THE CONCRETE HAS

REACHED ITS DESIGNED STRENGTH.

REINFORCING STEEL

1. ALL CONCRETE SHALL BE REINFORCED. REINFORCING STEEL SHALL BE NEW DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60 UNLESS OTHERWISE NOTED.

2. ALL REINFORCING STEEL SHALL MEET THE FOLLOWING SPECIAL DUCTILITY REQUIREMENTS UNLESS OTHERWISE NOTED:

A. THE ACTUAL YIELD STRENGTH SHALL NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI.

A. B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE ACTUAL YIELD STRENGTH SHALL NOT BE LESS THAN 1.25.

B. C. REINFORCING STEEL CERTIFIED AS ASTM A706 MAY BE ASSUMED TO COMPLY WITH THESE REQUIREMENTS.

C. D. SUBJECT TO THE ENGINEER'S WRITTEN APPROVAL, REINFORCING STEEL NOT MEETING THE SPECIAL DUCTILITY

REQUIREMENTS SPECIFIED ABOVE MAY BE PERMITTED IN LOCATIONS NOT SUBJECT TO YIELDING UNDER SEISMIC LOAD.

D. E. FOR BIDDING PURPOSES, ASSUME ALL ASTM-A615 STEEL MUST COMPLY WITH NOTES 2A AND 2B ABOVE.

3. REINFORCING STEEL SHALL BE FIRMLY SUPPORTED AND ACCURATELY PLACED.

4. COMPLETE REINFORCING STEEL PLACEMENT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ACI BY THE CONTRACTOR

AND REVIEWED BY THE ENGINEER AND SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO PLACING OF CONCRETE.

5. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED.

6. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60 DEFORMATIONS SHALL BE IN ACCORDANCE

WITH ASTM A305.

7. ALL WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING

AWS A5.5 E-90XX (TABLE 5.1, AWS D1.4) LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED.

8. NO HEATING SHALL BE ALLOWED FOR BENDING OF REINFORCING STEEL.

9. TYPE 2 MECHANICAL COUPLERS WITH CURRENT ICC-ES EVALUATION REPORTS MAY BE USED AT THE CONTRACTOR'S DISCRETION

IN LIEU OF LAP SPLICES, WELDING OR OTHER ACCEPTABLE MEANS FOR JOINING REINFORCING STEEL PROVIDING SUCH USE DOES

NOT ADVERSELY AFFECT DESIGN INTENT, CODE REQUIREMENTS OR CONSTRUCTABILITY.

10. ALL MECHANICAL COUPLERS SHALL BE REVIEWED BY THE ENGINEER AND INSPECTED DURING CONSTRUCTION.

11. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1" OF THE STEEL SURFACE WITH A 90°

STANDARD HOOK UNLESS OTHERWISE NOTED.

STRUCTURAL STEEL AND MISCELLANEOUS STEEL

1. THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHOP DRAWINGS TO THE ENGINEER FOR

REVIEW PRIOR TO FABRICATION.

2. MATERIAL TEST OR REPORTS FOR HOT-ROLLED STRUCTURAL SHAPES, PLATES, AND BARS SHALL BE MADE IN ACCORDANCE WITH

ASTM A6. FOR SHEET MATERIAL, TEST SHALL BE MADE IN ACCORDANCE WITH ASTM A568. FOR TUBING AND PIPE, SUCH TEST

SHALL BE MADE IN ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE ASTM STANDARDS.

3. HOT ROLLED SHAPES WITH FLANGES 1

" THICK AND THICKER AND BASE PLATE 1

" THICK AND THICKER SHALL HAVE A MINIMUM

CHARPY V-NOTCH TOUGHNESS OF 20 FL-LB AT 70° F.

4. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED:

A. ANGLES, PLATES AND BARS: ASTM A36 (Fy=36ksi, Fu=58ksi)

B. W AND WT: ASTM A992 (Fy=50ksi, Fu=65ksi)

C. RECTANGULAR AND SQUARE HSS: ASTM A1085 (Fy=50ksi, Fu=65ksi)

D. ROUND HSS: ASTM A1085 (Fy=50ksi, Fu=65ksi)

E. PIPES: ASTM A53, GRADE B (Fy=35ksi, Fu=60ksi)

F. BOLTS AT STEEL-TO-STEEL CONNECTIONS: ASTM A325 ST (SNUG-TIGHTENED), TYPE 1;

"Ø TYP. U.O.N.

G. BOLTS AT OTHER APPLICATIONS: ASTM A307

H. THREADED RODS: ASTM A36

I. NUTS: ASTM A563

J. WASHERS: ASTM F436

5. ALL WELDING OF STEEL SHALL CONFORM TO AWS D1.1 AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS USING E-70XX

LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED.

6. USE THE MINIMUM SIZE OF WELDS IN ACCORDANCE WITH AISC MANUAL OF STEEL CONSTRUCTION AT STEEL TO STEEL JOINTS

UNLESS A LARGER WELDING SIZE IS SPECIFIED ON THE PLANS.

7. ALL STEEL (EXCEPT STAINLESS STEEL) SHALL BE SHOP PRIMED WITH ZINC OXIDE PRIMER UNLESS OTHERWISE NOTED.

8. PAINT ALL STRUCTURAL STEEL WITH WEATHER/RUST RESISTANT PAINT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND

ARCHITECTURAL DETAILS UNLESS OTHERWISE NOTED.

9. DIAMETER OF BOLT HOLE SHALL BE

" LARGER THAN THE BOLT'S DIAMETER UNLESS OTHERWISE NOTED.

10. IF DRILLING HOLES AT STEEL MEMBERS TO ACCOMMODATE THE CONCRETE OR MASONRY ANCHORS IS REQUIRED, THE DRILLING

MUST BE DONE AFTER THE ANCHORS HAVE BEEN INSTALLED. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF

INSTALLED ANCHORS.

11. PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CONNECTIONS FOR FULL BEARING.

12. WHERE LENGTH OF WELDING IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT WELDS SHALL BE COMPLETE

PENETRATION WELDS UNLESS OTHERWISE NOTED.

13. MINIMUM BOLT SPACING FROM CENTER OF STANDARD AISC HOLE AS FOLLOWS, U.N.O.:

CENTER-TO-CENTER = 3 BOLT DIAMETER

CENTER-T0-ROLLED EDGE = 1.5 BOLT DIAMETER

CENTER-TO-SHEARED EDGE = 1.75 BOLT DIAMETER

14. THE NATURAL CAMBER IN BEAMS SHALL BE ORIENTED UP, UNLESS NOTED OTHERWISE. AT CANTILEVERS, THE NATURAL CAMBER

SHALL BE ORIENTED SO THAT THE FREE END IS ABOVE THE CONNECTED END. THE TOP OF ALL MEMBERS SHALL BE CLEARLY

IDENTIFIED. ALL BEAM CAMBERS SHOWN ON THE PLANS SHALL INCLUDE NATURAL CAMBER.

15. UNDER NO CIRCUMSTANCES SHALL DRAWINGS BE SCALED OR REFERENCE ELECTRONIC BUILDING INFORMATION BE USED TO

DETERMINE ELEVATIONS OR DIMENSIONS.

16. THE CONTRACTOR SHALL ESTABLISH A MASTER SET OF TOP-OF-STEEL DRAWINGS FOR ALL AREAS OF THE BUILDING OR

STRUCTURE FOR APPROVAL BY THE ARCHITECT BEFORE BEGINNING FABRICATION OF STRUCTURAL STEEL. THE CONTRACTOR'S

MASTER SET OF TOP-OF-STEEL DRAWINGS SHALL BE SUBMITTED AT THE BEGINNING OF THE SHOP DRAWING SUBMITTAL PROCESS.

THIS SET OF DRAWINGS SHALL SHOW ALL TOP-OF-STEEL ELEVATIONS, ALL EDGE OF STEEL INFORMATION FOR FLOOR AND ROOF

LEVELS, AND ALL STEEL FRAMING DIMENSIONS AT FLOOR AND WALL OPENINGS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

12/04/2020Revisions: Date:

A/E:

ISSUED FOR 65% C.D.

2020-09-02

ISSUED FOR 95% C.D.

2020-09-25

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ISSUED FOR 100% C.D.

2020-10-02

DATE SIGNED: 12/04/2020

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

ISSUED FOR CONSTRUCTION

2020-11-06

ISSUED FOR CONSTRUCTION

2020-12-04

DBJR

GENERAL NOTES

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SHOP DRAWINGS, SUBMITTALS AND REVIEW BY THE ENGINEER

1. SHOP DRAWINGS ARE NOT CONTRACT DOCUMENTS AND MAY NOT BE USED AS A BASIS FOR CONSTRUCTING THE WORK IN A

MANNER DIFFERENT FROM WHAT IS SHOWN IN THE CONTRACT DOCUMENTS. THE PURPOSE OF THE SHOP DRAWING REVIEW BY

THE ENGINEER IS TO HELP THE CONTRACTOR UNDERSTAND AND IMPLEMENT THE DESIGN SHOWN ON THE DRAWINGS AND

DESCRIBED IN THE SPECIFICATIONS. IF DEVIATIONS, DISCREPANCIES OR CONFLICTS BETWEEN THE SHOP DRAWINGS AND THE

CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER THE SHOP DRAWINGS ARE REVIEWED BY THE ENGINEER, THE CONTRACT DOCUMENTS SHALL CONTROL AND SHALL BE FOLLOWED.

2. SHOP DRAWINGS ARE REVIEWED BY THE ENGINEER SOLELY TO AID IN ASSESSING THE CONTRACTOR'S GENERAL CONFORMANCE

WITH THE DESIGN REQUIREMENTS AND INTENT. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTRACTIBILITY, COMPATIBILITY WITH THE RELATED COMPONENTS OR ASSEMBLIES, DIMENSIONS, QUANTITIES, WEIGHTS OR GAUGES, AND THE

LIKE. THE CONTRACTOR IS NOT RELIEVED FROM COMPLIANCE WITH THE CONTRACT DOCUMENTS, OR FROM ANY CODE OR OTHER

LEGAL REQUIREMENTS. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING AND COORDINATING ALL DIMENSIONS; FOR

CONSTRUCTION MEANS & METHODS AND SAFETY PRECAUTIONS; AND FOR ANY DEVIATIONS FROM THE PLANS AND

SPECIFICATIONS NOT CLEARLY IDENTIFIED BY THE ENGINEER.

PIPE PENETRATIONS THROUGH CONCRETE FLOORS AND FOUNDATIONS

1. SEE MECHANICAL DRAWINGS FOR ALL PIPE PENETRATIONS. ELECTRICAL CONDUIT IS NOT "PIPE" AND THESE NOTES ARE NOT

APPLICABLE TO ELECTRICAL CONDUIT.

2. ALL SLAB PENETRATIONS SHALL BE SLEEVED.

3. CORING OF CONCRETE SLABS FOR PENETRATIONS IS NOT PERMITTED.

4. ALL PIPE PENETRATIONS THROUGH FOUNDATIONS SHALL HAVE A MINIMUM CLEAR SPACING OF 6".

5. PIPE SIZE PENETRATING THE FOUNDATIONS SHALL BE A NOMINAL 6" DIAMETER MAXIMUM.

6. NO REBAR SHALL BE CUT OR MOVED MORE THAN 4" TO ACCOMMODATE PIPE PLACEMENT.

7. AT LEAST 2" OF CLEARANCE IS REQUIRED BETWEEN REINFORCING STEEL AND PIPE PENETRATIONS.

8. WHERE NO REINFORCING STEEL FALLS WITHIN THE CLEAR ZONE BETWEEN PIPES PENETRATING THE FOUNDATION, AN ADDITIONAL

#6 BAR, EXTENDING HORIZONTALLY A MINIMUM OF 36" ON EACH SIDE OF THE PIPE, SHALL BE PLACED TOP AND BOTTOM AND

CENTERED BETWEEN ADJACENT PIPES.

9. WITHIN THE CONCRETE POUR, THE VERTICAL PIPES SHALL BE WRAPPED WITH A SINGLE LAYER OF CARDBOARD AND TWO WRAPS

OF DUCT TAPE, TOTAL THICKNESS OF COVER NO MORE THAN

10. PIPES SHALL RUN VERTICALLY THROUGH THE FULL DEPTH OF CONCRETE THICKNESS.

11. IF HORIZONTAL RUNS MUST BE MADE IN THE FOUNDATION, THE RUNS SHALL BE MADE AT MID-DEPTH OF FOUNDATION. THE

MAXIMUM NOMINAL PIPE SIZE FOR HORIZONTAL RUNS IS 1/4 THE THICKNESS OF THE FOUNDATION OR 6" MAXIMUM, WHICHEVER IS

LESS.

12. THE CLEAR DISTANCE BETWEEN THE OUTSIDE DIAMETER OF THE PIPE WRAP AND ANY FACE OR EDGE OF FOUNDATION OR SLAB

SHALL BE 6" MINIMUM OR 2x THE NOMINAL PIPE DIAMETER, WHICHEVER IS GREATER.

ABBREVIATIONS

@ AT

& AND

A.B. ANCHOR BOLT

ABV. ABOVE

ADD'L. (ADDL.) ADDITIONAL

ADJ. ADJACENT

ALT. ALTERNATE

ALUM. ALUMINUM

APPRX. (APPROX.) APPROXIMATE(LY)

ARCH. ARCHITECT(URAL)

BLDG. BUILDING

BLKG. BLOCKING

BLW. BELOW

BM. BEAM

B.N. BOUNDARY NAILING

BNDRY. BOUNDARY

B.O.C. BOTTOM OF CONCRETE

B.O.F. BOTTOM OF FOOTING

BOT. (B) BOTTOM

BRCG. BRACING

BRDG. BRIDGE (ING)

BRG. BEARING

BTWN. BETWEEN

CAMB. (C) CAMBER(ED)

CBC CALIFORNIA BUILDING CODE

CANT. CANTILEVER(ED)

C.F. CUBIC FEET (FOOT)

C.I.P. CAST-IN-PLACE

C.I.D.H. CAST-IN-DRILLED HOLE

C.J. CONTROL JOINT;

CONSTRUCTION JOINT

C.L. (℄) CENTER LINE

CLG. CEILING

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS

C.P. COMPLETE-PENETRATION

CTSK. COUNTERSINK

CTR. CENTER(ED)

C.Y. CUBIC YARD

d d PENNY NAIL

DBA DEFORMED BAR ANCHOR

DBL. DOUBLE

DEPT. DEPARTMENT

D.F. DOUGLAS FIR

DIA. (Ø) DIAMETER

DIAG. DIAGONAL

DIAPH. DIAPHRAGM

DIM. DIMENSION

DN. DOWN

DO DITTO (REPEAT)

DWG. (DWGS.) DRAWING(S)

DWL. DOWEL

EA. EACH

E.F. EACH FACE

E.J. EXPANSION JOINT

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EMB. EMBED(MENT)

E.N. EDGE NAIL

ENG. ENGINEER

EQ. EQUAL

EQPT. EQUIPMENT

EQUIV. EQUIVALENT

EXP. EXPANSION

EXIST. (E) EXISTING

EXT. EXTERIOR

FDN. FOUNDATION

FIN. FINISH(ED)

FLR. FLOOR

F.N. FIELD NAIL; FACE NAIL

F.O.C. FACE OF CONCRETE

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F.O.W. FACE OF WALL

F.P. FULL (COMPLETE) PENETRATION

FRP FIBER REINFORCED POLYMER

F.S. FAR SIDE

FT. (') FOOT (FEET)

FTG. FOOTING

F.V. FIELD VERIFY

GA. GAUGE

GALV. GALVANIZE(D)

GLB. GLU-LAM/GLULAM

GLUED LAMINATED BEAM

GRD. GRADE

GYP. GYPSUM

K KIPS; 1000

K.P. KING POST

LAT. LATERAL

L.B. LAG BOLT

LB (#) POUND

L.F. LINEAL FEET (FOOT)

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT. WT. LIGHT WEIGHT

MAX. MAXIMUM

M.B. MACHINE BOLT

MECH. MECHANICAL

M.E.P. MECHANICAL, ELECTRICAL AND

PLUMBING

MEZZ. MEZZANINE

MFR. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

(N) NEW

NO. (#) NUMBER

N.S. NEAR SIDE

N.T.S. NOT TO SCALE

O/C (O.C.) ON CENTER

O.D. OUTSIDE DIAMETER

O.H. OPPOSITE HAND

OPNG. OPENING

OPP. OPPOSITE

ORTHO. ORTHOGONAL

O.W.J. OPEN WEB JOIST

PC PILE CAP

PCF POUNDS PER CU.FT.

PL. PLATE

PLYWD. PLYWOOD

P.P. PARTIAL-PENETRATION

P.S.F. POUNDS PER SQUARE FOOT

P.S.I. POUNDS PER SQUARE INCH

PT PRETENSIONED

P.T. PRESSURE TREATED

QTY. QUANTITY

RAD. (R) RADIUS

RBS REDUCED BEAM SECTION

REF. REFERENCE

REINF. REINFORCEMENT (ING)

REQ'D. (REQD.) REQUIRED

RF. ROOF

R.O. ROUGH OPENING

S.A.D. SEE ARCHITECTURAL DRAWINGS

SC SLIP-CRITICAL

S.C.D. SEE CIVIL DRAWINGS

SCH. SCHEDULE

SEP. SEPARATION

SHT. SHEET

SIM. SIMILAR

SKW. SKEW(ED)

S..G. SLAB-ON-GRADE

SPEC. SPECIFICATION

SQ. SQUARE

ST SNUG-TIGHTENED

STD. STANDARD

STAGG. STAGGER(ED)

STIFF. STIFFENER

STIR. STIRRUP

STL. STEEL

STRUC(T). STRUCTURAL

SUSP. SUSPENDED

SYMM. SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TEMP. TEMPORARY

THK. THICK(NESS)

T.N. TOE NAIL

T.O. TOP OF

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL;

TOP OF SHEATHING

T.O.W. TOP OF WALL

TRANS. TRANSVERSE

T.S.G. TAPERED STEEL GIRDER

TYP. TYPICAL

U.O.N. (U.N.O.) UNLESS OTHERWISE NOTED

UTIL. UTILITY

HD. HOLDOWN; HAND

HDR. HEADER

HGR. HANGER

HORIZ. (H) HORIZONTAL

H.S. HEADED STUD

H.S.B. HIGH STRENGTH BOLT

HT. HEIGHT

I.D. INSIDE DIAMETER

IN. (") INCH(ES)

INFO. INFORMATION

JST. JOIST

JT. JOINT

VERT. (V) VERTICAL

V.I.F. VERIFY IN FIELD

W/ WITH

(W) WIDE; WIDTH

WD. WOOD

W.P. WORK POINT

WT. WEIGHT

W.W.F. WELDED WIRE FABRIC

X-STG EXTRA STRONG

XX-STG DOUBLE EXTRA STRONG

STRUCTURAL TESTS AND INSPECTIONS

1. STRUCTURAL TESTS AND INSPECTIONS SHALL BE IN ACCORDANCE WITH THE IBC 2015 AND PROJECT SPECIFICATIONS.

2. INSPECTIONS: WORK ITEMS REQUIRING THE CONSTANT PRESENCE AND CONTINUOUS INSPECTION BY THE PROJECT OR SPECIAL

INSPECTOR HIRED BY THE OWNER INCLUDE, BUT MAY NOT BE LIMITED TO, THE ITEMS LISTED BELOW. THE CONTRACTOR SHALL

COORDINATE THE WORK AND SCHEDULE WITH THE OWNER'S INSPECTOR TO ASSURE THAT ADEQUATE NOTICE IS GIVEN FOR THE

INSPECTIONS TO OCCUR WHILE MAINTAINING PROJECT SCHEDULE.

A. CONCRETE: INSTALLATION AND TESTING OF POST-INSTALLED ANCHORS.

B. STEEL: MEMBER LOCATIONS, BRACING AND DETAILS; SHOP AND FIELD WELDING OF GROOVE, MULTI-PASS AND FILLET WELDS

GREATER THAN

"; SHOP AND FIELD WELDING OF REINFORCING STEEL.

C. SPRAY APPLIED FIRE-PROOFING: STEEL SURFACE CONDITIONS, APPLICATION AND SAMPLING, THICKNESS, AND COMPLIANCE

WITH APPROVED DOCUMENTS.

3. TESTS: WORK ITEMS REQUIRING TESTING INCLUDE, BUT MAY NOT BE LIMITED TO, THE FOLLOWING:

A. CONCRETE: POST-INSTALLED ANCHORS.

B. STEEL: UNIDENTIFIED MATERIALS; AND HIGH STRENGTH BOLTS, NUTS AND WASHERS.

C. SPRAY APPLIED FIRE-PROOFING: BOND STRENGTH AND DENSITY.

STRUCTURAL OBSERVATION

1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD REGISTERED/LICENSED IN THE STATE OF CALIFORNIA WHO IS

RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO DO STRUCTURAL OBSERVATION.

2. THE STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH IBC 2015, SECTION 1704.

STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT

SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETE STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS

AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF

THE PROJECT INSPECTOR, DEPUTY INSPECTOR, SPECIAL INSPECTOR.

3. STRUCTURAL OBSERVER OF RECORD : RAMI M. ELHASSAN, S3930

4. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE CONSTRUCTION THAT

ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A

MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE

STRUCTURAL OBSERVER.

CONSTRUCTION STAGE ELEMENTS / CONNECTIONS TO BE OBSERVED;

A. FOLLOWING FRAMING REINFORCEMENT PRIOR TO COVERING WITH FINISH.

B. AFTER EQUIPMENT ANCHORAGE INSTALLED.

5. STRUCTURAL OBSERVATION: ALL STRUCTURAL OBSERVATIONS SHALL BE DOCUMENTED USING A STRUCTURAL OBSERVATION

REPORT FORM, AND SHALL BE STAMPED AND SIGNED BY THE STRUCTURAL OBSERVER OF RECORD.

6. OBSERVED DEFICIENCIES: ANY OBSERVED DEFICIENCIES SHALL BE DESCRIBED ON THE FORM; THE OBSERVER SHALL ALSO

INDICATE WHETHER A RE-OBSERVATION IS REQUIRED TO VERIFY CORRECTIVE ACTIONS HAVE BEEN PROPERLY TAKEN OR THAT

THE CORRECTIVE ACTIONS ARE DEEMED VERIFIABLE BY THE SPECIAL INSPECTOR OR CITY INSPECTOR PRIOR TO INSPECTION

APPROVAL.

SF2

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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Project Director

12/04/2020Revisions: Date:

A/E:

ISSUED FOR 65% C.D.

2020-09-02

ISSUED FOR 95% C.D.

2020-09-25

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ISSUED FOR 100% C.D.

2020-10-02

DATE SIGNED: 12/04/2020

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

ISSUED FOR CONSTRUCTION

2020-11-06

ISSUED FOR CONSTRUCTION

2020-12-04

GENERAL NOTES

DBJR

4.3

J.1

1/4" = 1'-0"

PARTIAL 4 TH. FLOOR FRAMING PLAN

E

T

R U

S

T

J.5

4.24.14

54.3

J.1

1/4" = 1'-0"

PARTIAL 4TH. FLOOR INTERSTITIAL PLAN

(E) 4I7.7

UNISTRUT P1001

OVER (3) (E) 4I BEAMS,

TYP. OF (2)

(2) P6379 TYP. AT ALL

CONNECTIONS

6" 6"

MEDRAD INJECTOR,

SEE ARCH.

J.5

4.24.1

J.1

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

E

T

R U

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R U

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A

E

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A

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A

PDC

cPDC

DESCRIPTION

WEIGHT (LBS)

ANCHORAGE DETAIL

REMARK

BIOGRAPH VISION GANTRY 600

6,898

11/SF7

a p

: R p

1.0 : 1.5

MARK

LOCATION

PATIENT TABLE

COMMON POWER DISTRIBUTION UNIT

POWER DISTRIBUTION UNIT & UPS

LEAD PIG - PHANTOM SOURCE CONTAINER

HEAT EXCHANGER CABINET - WATER /

AIR SPLIT

OUTDOOR UNIT - WATER / AIR SPLIT

CEILING MOUNTED MEDRAD INJECTOR

OVERHEAD LIFT SYSTEM (GULDMANN)

EQUIPMENT ANCHORAGE SCHEDULE

6,898

1,665

1,374

1,048

N.T.S.

EQUIPMENT SCHEDULE

N

N

OVERHEAD LIFT

SYSTEM, SEE ARCH.

(E) 4I7.7(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

TYP.

TYP.

(E) 4I7.7

(E) 4I7.7

UNISTRUT P1001, MIN. LENGTH

TO ENGAGE (3) (E) 4I BEAMS ,

SPACING & CONNECTION TO (E)

4I BEAM PER 15/-, TYP.

SF7

SF7

UNISTRUT P1001, MIN. LENGTH

TO ENGAGE (3) (E) 4I BEAMS ,

SPACING & CONNECTION TO

(E) 4I BEAM PER 15/-., TYP.

STEAM HUMIDIFIER - H1

AIR HANDLING UNIT - AC420 5,630

SF5

SF5

OUTDOOR HEAT PUMP UNIT

LEVEL 4: RM. 4040

OUTDOOR HEAT PUMP UNIT

LEVEL 6: RM. 6083B

LEVEL 4:

INTERSTITIAL SPACE

LEVEL 4:

INTERSTITIAL SPACE

LEVEL 4:

RM. 4501 / 4503

LEVEL 4: RM. 4503

LEVEL 4: RM. 4503 1/SF7

H

Ω o

2.5

1.0 : 1.5

2.5 : 6.0

2.5

2.5

2.5

2.5

N.A.

2.5 : 6.0

2.5 : 6.0

2.5 : 2.5

1.0 : 2.5

1.0 : 1.5

1.0 : 1.5

2.5 : 6.0

2.5 : 6.0

2.5 : 2.0

2.5

2.5

2.5

1.5

AC

LEVEL 4: RM. 4520

LEVEL 4: RM. 4520

LEVEL 4: RM. 4503

2.5

N.A.

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H O

R D

(E) 4I7.7

(E) 4I7.7

(E) 4I7.7

1/SF6

5/MH-502

5/MH-502

2/MH-501

1/SF5

9/SF5

3/SF5

11/SF3

15/SF3

13/SF6

LEVEL 6: ADJACENT

TO RM. 6083B

UNISTRUT P1001, OVER

(3) (E) 4I BEAMS, TYP. OF (2)

RIGID COLUMN

FOR MED GAS

RIGID COLUMN FOR MED GAS

LEVEL 4: RM. 4503

16/SF3

1.0 : 1.5 N.A.

(E) 5" LIGHT WEIGHT

CONCRETE SLAB, TYP.

OVERHEAD LIFT

SYSTEM, SEE ARCH.

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL

STEEL THAT IS FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS

REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER

NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL

STEEL THAT IS FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS

REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER

NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

MOVABLE

1"=1'-0'

OVERHEAD LIFT SYSTEM (PATIENT LIFT) SUPPORT DETAIL

BEAM CLAMP

UNISTRUT

P6379S, TYP.

UNISTRUT P1001 OVER

(3) JOISTS MIN.

"Ø HANGERS PER

MANUFACTURER

PATIENT LIFT TRACK

BY MANUFACTURER

4'-0" 4'-0"

P1000 BRACES PER

MANUFACTURER

(E) 4TH INTERSTITIAL

FRAMING - 4I BEAM @

4'-0" O.C. TYP.

P1000 BRACES THIS

DIRECTION W/

P1843 EA. END, TYP.

UNISTRUT P1001

OVER (3) JOISTS

GAS COLUMN

MOUNTING PLATE

4'-0" 4'-0"

(E) 4TH INTERSTITIAL

FRAMING - 4I BEAM

@ 4'-0" O.C., (V.I.F.), TYP.

BEAM CLAMP UNISTRUT

P1379, TYP.

(2) UNISTRUT P1000

BRACES THIS DIRECTION

W/ P1546 EA. END

(4)

"Ø RODS

10" GA. EA. WAY

A-A

CEILING

CEILING, SEE ARCH.

1"=1'-0'

RIGID COLUMN FOR MED GAS SUPPORT DETAIL

A

A

(E) 4I BEAM

GAS COLUMN

MOUNTING PLATE

P1001, TYP.

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS

FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE

SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER NEW STEEL IS INSTALLED

NEW FIREPROOFING SHALL BE PROVIDED.

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS

FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE

SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER NEW STEEL IS INSTALLED

NEW FIREPROOFING SHALL BE PROVIDED.

MEDRAD INJECTOR

MOUNT ASSEMBLY

(E) 4I @ 4'-0" O.C. AT

4th FLR. INTERSTITIAL

FRAMING

(E) TRUSS

℄ INJECTOR

2'-1

(SEE ARCH.)

P6379, TYP.

P1001 OVER 3

(E) JOISTS

6" 6"

" SQ. x

" MEDRAD MOUNTING

PLATE W/ (4)

"Ø A307 BOLTS

COUNTERPOISE MOUNTING PL. BY

MEDRAD W/ (4)

"Ø A325 BOLTS

(BY MEDRAD) ON 6"Ø CIRCLE

B-B

C.G: WT. MAX. =

106 LBS.

6"Ø BOLT CIRCLE

1'-2

PL.

(4)

"Ø

A307 BOLTS

BB

1 1/2" = 1'-0"

MEDRAD INJECTOR SUPPORT DETAIL

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS

FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE

SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER NEW STEEL IS INSTALLED

NEW FIREPROOFING SHALL BE PROVIDED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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E

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

12/04/2020Revisions: Date:

A/E:

ISSUED FOR 65% C.D.

2020-09-02

ISSUED FOR 95% C.D.

2020-09-25

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No. 3930

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ISSUED FOR 100% C.D.

2020-10-02

DATE SIGNED: 12/04/2020

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

ISSUED FOR CONSTRUCTION

2020-11-06

ISSUED FOR CONSTRUCTION

2020-12-04

4TH. FLOOR FRAMING PLANS,

EQUIPMENT SCHEDULE AND DETAILS

JR DB

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AutoCAD SHX Text

(E) 5GT-7 (E) 5GT-10

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E

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(E) 4I 9.5 @ 4'-0" O.C., TYP.

SHEET NOTES:

1. ALL STEEL BEAMS SHALL BE EQUALLY SPACED BETWEEN CONTROLLING

BEAMS, OR GRID LINES TYPICAL UNLESS NOTED OTHERWISW.

2. TOP OF STEEL AT ALL FLOOR FRAMING PLANS SHALL BE PER ARCH. DWGS..

3. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.

4. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.

5. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E)

EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E)

ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION. THEN INSTALL

NEW FINISHES PER ARCH. DWGS.

6. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E)

UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TO

ACCOMMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).

7. SEE 'AS-BUILT CONDITIONS NOTES' ON SF1 - GENERAL NOTES.

1/4" = =1'-0'

LEVEL 4 PARTIAL STRUCTURAL INTERSTITIAL FRAMING PLAN

N

54.3 5.1 5.2 5.3

J

H

G.1

G

SF6

NEW AC-420, SEE MECH.,

MAX. WT. = 5630 LBS.

NEW STEAM

HUMIDIFIER

SF6

SF5

NEW CATWALK

1/4" = =1'-0'

LEVEL 6 PARTIAL STRUCTURAL FRAMING PLAN

J

H

G.1

5.1 5.25

NEW OUTDOOR UNIT

(WATER / AIR SPLIT),

SEE MECH.

NEW OUTDOOR HEAT

PUMP UNIT, SEE 5/MH-502

G.1

(E ) 6

T-

(E ) 6

T-

(E ) 6

T-

(E) 6GT-1(E) 6GT-7

N

(E) 4I 9.5 @ 4'-0" O.C., TYP.

(E) 4I 9.5 @ 4'-0" O.C., TYP.

SF6

(E) 5" CONCRETE

SLAB, FIELD VERIFY

(E) 4I95 TO BE TEMPORARILY

REMOVED FOR

CONSTRUCTION ACCESS

(E) CATWALK

CUT (E) GUARDRAIL,

SEE 20/SF6

ADD L2x2x

POST,

SEE 19/SF6, TYP.

V

I F

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL

STEEL THAT IS FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS

REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER

NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

4'-0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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Project Director

12/04/2020Revisions: Date:

A/E:

ISSUED FOR 65% C.D.

2020-09-02

ISSUED FOR 95% C.D.

2020-09-25

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2020-10-02

DATE SIGNED: 12/04/2020

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

ISSUED FOR CONSTRUCTION

2020-11-06

ISSUED FOR CONSTRUCTION

2020-12-04

A

M

SF4

LEVEL 4 PARTIAL STRUCTURAL

FRAMING PLANS

JR DB

N.T.S.

COMMON DITRIBUTION CABINET UNIT

(8)

"Ø (A36) THREADED ROD

THRU FLOOR (HOLES TO BE

LARGER THAN BOLT DIAMETER

MAX.)

PRE-MANUFACTURED MOUNTING

BRACKET

" THK., A36 (MIN.) W/

(4)

"Ø M.B. TO CABINET FRAME,

(TYP. EA. BRACKET), 12 GA., A36

(MIN.)

(E) 5" CONC. SLAB

FRONT ELEVATION

C.G.: MAX. WT.

= 952 LB.

C.G.: MAX. WT.

= 952 LB.

SIDE ELEVATION

L3x3x

TYP. OF 2

(4)

"Ø HILTI KB-TZ EXPANSION

ANCHORS, (MIN. EFF. EMBED = 2",

ICC ESR-1917)

C.G.: MAX.

WT. = 1326#

(E) 5" CONC. SLAB

600T123-54 BACKING

CHANNEL

31.83"

N.T.S.

POWER DISTRIBUTION CABINET

(E) 5" CONC. SLAB

600T123-54 BACKING

CHANNEL

" WALL BOARD

C A

B L

E

M

A N

A G

E M

E N

T

R

A C

K

4.63"

C.G.: MAX. WT. = 1326#

(INCLUDES CABLE

MANAGEMENT RACK)

(8)

"Ø HEX WASHER SELF TAPPING,

SELF THREADING SHEET METAL

SCREWS TO BACKING CHANNEL & (2)

M12 BOLT TO CABINET (BRACKET BY

CONTRACTOR), SEE DETAIL 'A'

L3x3

"Ø (A36) THREADED

ROD THRU FLOOR, TYP.

AIR INTAKE

WATER INLET

& RETURN

SIDE VIEW

COOLING FAN

(EXHAUST)

6'-8 5/16"

8'-4 13/16"

N.T.S.

OUTDOOR COOLING UNIT

C.G.: MAX. WT.

= 410 LBS.

WATER INLET

& RETURN

C.G.: MAX. WT.

= 410 LBS.

3'-6 1/8"

OUTDOOR DRY COOLER NOTES:

1. DRYCOOLER UNIT TO BE INSTALLED BY MECHANICAL

CONTRACTOR AND MUST BE INSTALLED PRIOR TO

INSTALLATION OF ASSOCIATED INDOOR EQUIPMENT.

2. MOUNTING SURFACE FOR DRYCOOLER UNIT MUST BE

FLAT AND LEVEL.

"Øx2" MIN. EFFECTIVE

EMBEDMENT INTO

(E) STRUCTURAL SLAB,

HILTI KB-TZ SS (ICC ESR-1917)

(E) 5" STRUCTURAL

CONC. SLAB

NEOPRENE PADS TO

LEVEL UNIT

WEARING SLAB

AT ROOF

FRONT ELEVATIONSIDE ELEVATION

(E) 5" STRUCTURAL

CONC. SLAB

(2)

"Ø HILTI KB-TZ

EXPANSION ANCHORS,

(MIN. EFF. EMBED = 2",

ICC ESR-1917)

16 GA. STUDS

@ 16" O.C.

16 GA. TRACK W/

#10 SMS EA. SIDE

TO EA. STUD

"Ø HILTI KB-TZ EXPANSION

ANCHORS @ 16" O.C., (MIN.

EFF. EMBED = 2",

ICC ESR-1917)

N.T.S.

TYPICAL CANTILEVER BRACKET

NOTE:

ALL BRACES, NUTS, BOLTS AND OTHER MISCELLANEOUS HARDWARE SHALL BE UNISTRUT.

WALL FINISH,

SEE ARCH.

SIDE ELEVATION

VARIES, 2'-0" MAX.

WALL PER ARCH., 16 GA.

@ 16" O.C. MIN.

E E

A

R C

H

E L

E C

T

D

W G

S

C.G.

200A

100A

P1000 DIAGONAL

BRACE AT TOP, TYP.

C.G.: 46# MAX.

C.G.:

FRONT ELEVATION

NEW 600T150-54 BACKING

CHANNEL W/ (3) #10 TO EA. STUD

OVER (3) STUDS MIN. TOP & BOT.,

SEE 19/-

P1000

P1000 DIAGONAL BRACES

W/ P1843 EA. END, TYP.

P1000 W/ P1(2)

"Ø SMS

TO BACK CHANNELS

P1000

100A

200A

(E) CONC. SLAB

(1)

"Ø BOLT, TYP.

NEW 600T150-54

BACKING CHANNEL

NEW 600T150-54

BACKING CHANNEL

SAFETY SWITCH,

SEE ELECT.

(2)

"Ø BOLT, TYP.

WALL PER ARCH., 16 GA.

@ 16" O.C. MIN.

(E) CONC. SLAB

FRONT ELEVATION

P1000 DIAGONAL

BRACE

BRACKET DETAIL

33.06"

31.50"

22.02"

T Y

P

0.532"Ø

HOLE

0.438"Ø

HOLE

(N.T.S.)

PLAN

ELEVATION

STL. STUD (16 GA. MIN.)

(3) #10 SCREWS AT

EACH STUD,TYP.

INTERMEDIATE

CONDITION

SPLICE

CONDITION

END CONDITION

1" MIN.

IN LIEU OF

SCREWS

3- #10 SCREWS @ EA. END OF BACKING

TRACK AND @ EA. STUD

MIN. 6"x54 MIL UNPUNCHED

BACKING TRACK. DO NOT CUT

FLANGES BETWEEN

SUPPORTING STUDS

MIN.

MIN.

EXTEND BLKG

TO NEXT

STUD

80 # MAX

M

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NOTE:

NOTCHING OR CUTTING OF BACKING PLATE

IS NOT PERMITTED EXCEPT AS SHOWN.

PLAN DETAIL

EXTEND BACKING ONE STUD

BAY BEYOND EDGE OF

CABINET OR EQUIP.

CABINET

EQUIPMENT

ISOMETRIC DETAIL

CJP IN LIEU

OF SCREWS

M I N

N.T.S.

TYPICAL BACKING STUD

M12 BOLT

"Ø TEK

SCREWS

DETAIL 'A'

(N.T.S.)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

12/04/2020Revisions: Date:

A/E:

ISSUED FOR 65% C.D.

2020-09-02

ISSUED FOR 95% C.D.

2020-09-25

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No. 3930

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ISSUED FOR 100% C.D.

2020-10-02

DATE SIGNED: 12/04/2020

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

ISSUED FOR CONSTRUCTION

2020-11-06

ISSUED FOR CONSTRUCTION

2020-12-04

SF5

SECTIONS AND DETAILS

1" = 1'-0"

CATWALK DETAIL

(E) I's @ 4'-0" O.C.

" CONT. TOE PL.

WELD, TYP.

L2 x1 x

(LLH)

3'- 6"

1'- 9"

B-22 GA. DECK W/ 20 GA.

PLATE STEEL DECK W/

"Ø EFF. PUDDLE WELD

@ 24" O.C. MAX.

L2x2x

@ 4'-0" TYP.

POST

"x

"x

" CONT.

MID RAIL

BOT.

TYP.

TYP.

#10 SMS FLAT

HEAD @ 12" O.C.

"x3

"x

BENT PL.

4"4"

TYP.

TYP.

TYP.

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL

THAT IS FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS

REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER

NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

(E) PRECAST

CONC. RAIL

(E) METAL

SIDING

4"

(E) TRUSS TOP

CHORD BEYOND

(E) W12x26

14'-0"

HSS6x6x

TYP. OF 3

4"

(E) 5" CONC. SLAB

HSS6x6x

(TYP. OF 3)

HSS6x6x

BEYOND,

(TYP. OF 4)

(E) 4TH. FLOOR

INTERSTITIAL FRAMING

LEVEL 5

3/4"=1'-0'

AIR HANDLING UNIT FRAME AND ANCHORAGE DETAIL

PL.

TYP.

4 TYP.1

3" 3"

(E) TRUSS

(E) TRUSS

LEVEL 4 - INTERSTITIAL

LEVEL 5

(E) TRUSS

LEVEL 4 -

INTERSTITIAL

(E) TRUSS BOT.

CHORD BEYOND

(E) 5" CONC. SLAB

HSS6x6x

TYP. OF 3

HSS6x6x

, TYP.

1'- 2"

EQ.EQ.

CG: AHU MAX.

WT. = 5630 LBS.

1'- 2"

5.25.1

14'-0"

5.2

H

(E) TRUSS

HSS3x3x

CG: AHU MAX.

WT. = 5630 LBS.

"Ø HANGER

RODS , TYP.

L3x3x

, TYP.

AREA OF NEW

CATWALK, SEE 15/-

HSS5x5x

TYP. OF 3

B-B

A-A

PLAN (BOTTOM)

OUTLINE OF

MECH. UNIT

CAP PL.

", FILLET WELDED

ALL-AROUND, TYP.

HSS6x6 BELOW UNIT, TYP.

TO EA.

PL.

(2)

" PLATES, ONE

EA. SIDE OF BRACE

6'- 0"

A

A

B B

14'-8"±

TYP.

(E) 4I9.5 THAT CAN BE TEMPORARILY

REMOVED FOR CONSTRUCTION

ACCESS AND RE-INSTALLED

NOTES:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN

ASBESTOS. AFTER NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

2. ATTACH EACH SECTION OF AHU UNIT TO HSS 6X6 FRAME WITH (3)

" x 6" LONG FILLET WELDS ON

THE LONG SIDES AND (4)

" x 6" LONG FILLET WELDS AT THE TWO SHORT ENDS EQUALLY SPACED, TYPICAL.

TOP &

BOT.

4"

4"

BENT PL.

"x4"

C C

HSS3x3x

4"

4"

6'-7"

"Ø HANGER ROD W/ L3x3x

AT BRACE LOCATIONS

6"

TYP.

3"

TYP.

(TYP.)

HSS

6" TY

P.

3" TY

P.

1 1/2" = 1'-0'

HUMIDIFIER FRAME AND ANCHORAGE DETAIL

P1000

P1001 P1001

STEAM

HUMIDIFIER

P1000

P1000

P1000

P2225 P2225

CATWALK

L8x4x

(LLH) OVER

3 FLUTES, TYP.

P2073 SQ,

TYP.

LEVEL 5

(E) 5" CONC. SLAB

P2073A SQ W/ (4)

"Ø x

" EMBED HILTI KB-TZ

BOLTS, TYP.

P1031

P1031

(1)

"Ø BOLT

HAND TIGHT, TYP.

P1000, TYP.

B-B

(TYP.)

B

B

P1001

CATWALK

DECK

(4)

"Ø A307

BOLTS

L8x4

A-A

STEAM

HUMIDIFIER

CATWALK

L8x4x

(LLH)

P1000 W/ P1546

EA. END

C.G.:

MAX. WT. = 200 LBS.

(E) CONC. SLAB

A

A

1 1/2" = 1'-0'

DETAIL

NEW CATWALK

(E) 4I9.5 @ 4'-0" O.C. AT

INTERSTITIAL SPACE

(E) CATWALK

NEW L2x2x

@ 4'-0" O.C.

GUARDRAIL POST, SEE 15/-

1 1/2" = 1'-0'

DETAIL

PLAN

PLAN AT TOP RAIL

PLAN AT MID RAIL

NEW GUARDRAIL

TOP CUT AT 45°

(E) GUARDRAIL

TO BE CUT AT 45°

NEW POST BELOW

CJP

NEW CONT.

MID RAIL

(E) MID RAIL TO

BE CUT AT 45°

NEW POST

TYP.

CJP

NOTE:

1. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS

FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE

SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER NEW STEEL IS INSTALLED

NEW FIREPROOFING SHALL BE PROVIDED.

"Ø HANGER

ROD, TYP.

L3x3x

2" @ 6", 6" EA. END

C-C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

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CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

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E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

12/04/2020Revisions: Date:

A/E:

ISSUED FOR 65% C.D.

2020-09-02

ISSUED FOR 95% C.D.

2020-09-25

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No. 3930

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ISSUED FOR 100% C.D.

2020-10-02

DATE SIGNED: 12/04/2020

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

ISSUED FOR CONSTRUCTION

2020-11-06

ISSUED FOR CONSTRUCTION

2020-12-04

SF6

SECTIONS AND DETAILS

AutoCAD SHX Text

N.T.S.

GANTRY

(16) @ 8" = 128.00"

92.50" 6.40"

N.T.S.

PATIENT HANDLING SYSTEM

C.G.: MAX. WT.

= 6701 LB.

L3x3 / MC, SEE PLAN BELOW

(E) 5" CONC. SLAB

ELEVATION

1" THK. STL. BASE PL. (A36) W/ (34)

"Ø (A193-B7)

THREADED RODS THRU FLOOR (HOLE DIAMETER

NOT MORE THAN

" LARGER THAN BOLT

DIAMETER MAX.)

PLAN AT BASE

ELEVATION

C.G.: MAX. WT.

= 500 LB.

C.G.: MAX. WT.

= 726 LB.

C.G.: MAX. WT.

= 860 LB.

8"

TYP.

C.G.: MAX. WT.

= 726 LB.

EQ. EQ.

L3x3x

, TYP. OF 2 BELOW,

(2)

"Ø x 2" EMBED HILTI

KB-TZ (ONE EA. END)

L3x3x

, TYP. OF 2, (2)

"Ø x 2" EMBED

HILTI KB-TZ (ONE EA. END)

C.G.: MAX. WT.

= 500 LB.

C.G.: MAX. WT.

= 860 LB.

C.G.: MAX. WT.

= 6701 LB.

30.90"36.90"

PLAN AT BASE

L3x3x

L3x3x

L3x3x

MC10x22

L3x3x

MC6x15.3

A

A

(E) CONC. SLAB

MC6

L3x3x

MC10x22

L3x3x

A-A

LEVEL 4

(E) TRUSS

TOP CHORD

(E) CONC. SLAB

LEVEL 4

(E) TRUSS

TOP CHORD

(E) CONC. SLAB

MC10x22

1"=1'-0'

DETAIL

A

PL. 3 8

(E) CONC. SLAB

(E) TRUSS

TOP CHORD

PL.

", TYP.

MC10x22

1"=1'-0'

DETAIL

A-A

A

NOTES:

1. TRUSS VERTICAL AND DIAGONAL MEMBERS NOT SHOWN FOR CLARITY.

2. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN

ASBESTOS. AFTER NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

MC6x15.3

PL.

A-A

A

A

(E) CONC. SLAB

(E) TRUSS

TOP CHORD

PL.

", TYP.

MC6x15.3

LEVEL 4

LEVEL 4

(E) TRUSS

TOP CHORD

(E) CONC. SLAB

L3x3x

1"=1'-0'

DETAIL

PL.

PL.

L3x3x

LEVEL 4

LEVEL 4

(E) TRUSS

TOP CHORD

(E) CONC. SLAB

A

A

A-A

1" THK. STL. BASE PL. (A36) W/ (16)

"Ø (A193-B7)

THREADED RODS THRU FLOOR (HOLE DIAMETER

NOT MORE THAN

" LARGER THAN BOLT

DIAMETER MAX.), (2) PLACES

TYP. AT 'L'

TYP.

GENERAL CONTRACTOR:

1. VERIFY AREA BELOW UNIT IS CLEAR TO INSTALL UNDERSIDE OF SLAB REINFORCE

REINFORCEMENT.

2. RELOCATE ANY UTILITIES THAT INTERFERE WITH THE INSTALLATION OF THE UNDERSIDE

REINFORCEMENT.

3. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS

FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE

SPECIFICATIONS AS IT MAY CONTAIN ASBESTOS. AFTER NEW STEEL IS INSTALLED NEW

FIREPROOFING SHALL BE PROVIDED.

GENERAL CONTRACTOR:

1. VERIFY AREA BELOW UNIT IS CLEAR TO INSTALL UNDERSIDE OF

SLAB REINFORCE REINFORCEMENT.

2. RELOCATE ANY UTILITIES THAT INTERFERE WITH THE

INSTALLATION OF THE UNDERSIDE REINFORCEMENT.

NOTES:

1. TRUSS VERTICAL AND DIAGONAL MEMBERS NOT SHOWN FOR CLARITY.

2. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS FIREPROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN

ASBESTOS. AFTER NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

NOTES:

1. TRUSS VERTICAL AND DIAGONAL MEMBERS NOT SHOWN FOR CLARITY.

2. WHERE NEW MEMBERS ARE CONNECTED TO EXISTING STRUCTURAL STEEL THAT IS FIRE PROOFED, THE FIREPROOFING SHALL BE REMOVED AS REQUIRED BY THE SPECIFICATIONS AS IT MAY CONTAIN

ASBESTOS. AFTER NEW STEEL IS INSTALLED NEW FIREPROOFING SHALL BE PROVIDED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

P

M

CONSTRUCTION DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

12/04/2020Revisions: Date:

A/E:

ISSUED FOR 65% C.D.

2020-09-02

ISSUED FOR 95% C.D.

2020-09-25

N

A

S

N

G

I

A

L

O

N

S I

EL

E

R

P

O

E F

M

T

R

E

D

E

S

E

E

R

S

I

A

O

R

F

I

A L

L

R

A

U T

N

R

G

E

R

I

T

E

O

F

C

R

T

S

U

S

A

T

C

No. 3930

S

N

A

H

A

M

I

ISSUED FOR 100% C.D.

2020-10-02

DATE SIGNED: 12/04/2020

664-CSI-1154W NUCLEAR MEDICINE PET- CT 2

SAN DIEGO, CA

IDS GROUP INC.

1 PETERS CANYON RD. STE.130

IRVINE, CA, 92606

(949) 387.8500

ISSUED FOR CONSTRUCTION

2020-11-06

ISSUED FOR CONSTRUCTION

2020-12-04

SF7

SECTIONS AND DETAILS